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HomeMy WebLinkAboutAMENDED June 29, 2026 City Council Special Meeting Agenda PacketJune 29, 2026 | 6:00 PM Page 1 of 4 City Council Special Meeting CITY COUNCIL SPECIAL MEETING AGENDA CITY COUNCIL CHAMBERS, CITY HALL 7351 ROSANNA STREET, GILROY, CA 95020 AMENDED AGENDA A CLOSED SESSION ITEM HAS BEEN ADDED MONDAY, JUNE 29, 2026 | 6:00 PM MAYOR Greg Bozzo COUNCIL MEMBERS Dion Bracco Tom Cline Terence Fugazzi Zach Hilton Carol Marques Kelly Ramirez CITY COUNCIL PACKET MATERIALS ARE AVAILABLE ONLINE AT www.cityofgilroy.org AGENDA CLOSING TIME IS 5:00 P.M. THE TUESDAY PRIOR TO THE MEETING COMMENTS BY THE PUBLIC WILL BE TAKEN ON AGENDA ITEMS BEFORE ACTION IS TAKEN BY THE CITY COUNCIL. Public testimony is subject to reasonable regulations, including but not limited to time restrictions for each individual speaker. **Please limit your comments to 3 minutes.** The amount of time allowed per speaker may vary at the Mayor’s discretion depending on the number of speakers and length of the agenda. Written comments on any agenda item may be emailed to the City Clerk’s Office at publiccomment@cityofgilroy.org or mailed to the Gilroy City Clerk’s Office at City Hall, 7351 Rosanna Street, Gilroy, CA 95020. Comments received by the City Clerk’s Office by 1 p.m. on the day of a Council meeting will be distributed to the City Council prior to or at the meeting and available for public inspection with the agenda packet located in the lobby of Administration at City Hall, 7351 Rosanna Street prior to the meeting. Any correspondence received will be incorporated into the meeting record. Items received after the 1 p.m. deadline will be provided to the City Council as soon as practicable. Written comments are also available on the City’s Public Records Portal at bit.ly/3NuS1IN. In compliance with the Americans with Disabilities Act, the City will make reasonable arrangements to ensure accessibility to this meeting. If you need special assistance to participate in this meeting, please contact the City Clerk’s Office at least 72 hours prior to the meeting at (408) 846-0204 or cityclerk@cityofgilroy.org to help ensure that reasonable arrangements can be made. If you challenge any planning or land use decision made at this meeting in court, you may be limited to raising only those issues you or someone else raised at the public hearing held at this meeting, or in written correspondence delivered to the City Council at, or prior to, the public hearing. Please take notice that the time within which to seek judicial review of any final administrative determination reached at this meeting is governed by Section 1094.6 of the California Code of Civil Procedure. A Closed Session may be called during this meeting pursuant to Government Code Section 54956.9 (d)(2) if a point has been reached where, in the opinion of the legislative body of the City on the advice of its legal counsel, based on existing facts and circumstances, there is a significant exposure to litigation against the City. Materials related to an item on this agenda submitted to the City Council after distribution of the agenda packet are available with the agenda packet on the City website at www.cityofgilroy.org subject to the Staff’s ability to Page 1 of 256 June 29, 2026 | 6:00 PM Page 2 of 4 City Council Special Meeting post the documents before the meeting. KNOW YOUR RIGHTS UNDER THE GILROY OPEN GOVERNMENT ORDINANCE Government's duty is to serve the public, reaching its decisions in full view of the public. Commissions, task forces, councils and other agencies of the City exist to conduct the people's business. This ordinance assures that deliberations are conducted before the people and that City operations are open to the people's review. FOR MORE INFORMATION ON YOUR RIGHTS UNDER THE OPEN GOVERNMENT ORDINANCE, TO RECEIVE A FREE COPY OF THE ORDINANCE OR TO REPORT A VIOLATION OF THE ORDINANCE, CONTACT THE OPEN GOVERNMENT COMMISSION STAFF AT (408) 846-0204. If you need assistance with translation and would like to speak during public comment, please contact the City Clerk a minimum of 72 hours prior to the meeting at 408-846-0204 or e-mail the City Clerk’s Office at cityclerk@cityofgilroy.org. Si necesita un intérprete durante la junta y gustaría dar un comentario público, comuníquese con el Secretario de la Ciudad un mínimo de 72 horas antes de la junta al 408- 846-0204 o envíe un correo electrónico a la Oficina del Secretario de la Ciudad a cityclerk@cityofgilroy.org. To access written translation during the meeting, please scan the QR Code or click this link: Para acceder a la traducción durante la reunión, por favor escanee el código QR o haga clic en el enlace: bit.ly/3FBiGA0 Choose Language and Click Attend | Seleccione su lenguaje y haga clic en asistir Use a headset on your phone for audio or read the transcript on your device. Use sus auriculares para escuchar el audio o leer la transcripción en el dispositivo. The agenda for this special meeting is outlined as follows: 1. OPENING 1.1. Call to Order 1.2. Roll Call 1.3. City Clerk's Report on Posting the Agenda 1.4. Employee Introductions Page 2 of 256 June 29, 2026 | 6:00 PM Page 3 of 4 City Council Special Meeting 2. CEREMONIAL ITEMS - Proclamations and Awards 2.1. Screen-Free Week Proclamation 3. PUBLIC COMMENT 3.1. Pursuant to the Brown Act, Public Comment Only on Agendized Items at the time those items are heard. 4. CONSENT CALENDAR All matters listed under the Consent Calendar are considered by the City Council to be routine and will be enacted by one motion. There will be no separate discussion of these items unless a request is made by a member of the City Council or a member of the public. Any person desiring to speak on any item on the consent calendar should ask to have that item removed from the consent calendar prior to the time the City Council votes to approve. If removed, the item will be discussed in the order in which it appears. 4.1. Claim of S.S. and A.S., surviving minor children of Andrew Stuart and Stacia Stuart and the Estates of Andrew Stuart and Stacia Stuart 5. BIDS AND PROPOSALS 5.1. Award a Contract to Zumwalt Construction, Inc. for Design-Build Construction Services for the Santa Teresa Fire Station Construction Project for a Total Maximum Project cost of $12,279,555, with a Total Project Construction Cost of $12,051,237 and Project Contingency in the Amount of $228,318, and Adopt a Resolution Amending the Fiscal Year 2025-26 Budget and Authorizing an Interfund Loan 1. Staff Report: John Doughty, Public Works Director 2. Public Comment 3. Recommended Action: 1. Adopt a resolution awarding a contract to Zumwalt Construction, Inc. for an amount not to exceed $12,279,555, with a total Project Construction Cost of $12,051,237, including $228,318 in Project Contingency Costs, for Design-Build Construction Services for the Santa Teresa Fire Station Construction Project; and authorize the City Administrator to execute the agreement and all other related documents; and 2. Adopt a budget amendment resolution to appropriate $11,942,555 within the Capital Projects Fund, transfer $37,024 from the Facilities Fund, and authorize a temporary interfund loan in the amount of $3,610,757, from the Facilities Fund ($1,500,000), and the General Fund ($2,110,757). 6. CLOSED SESSION Page 3 of 256 June 29, 2026 | 6:00 PM Page 4 of 4 City Council Special Meeting 6.1. CONFERENCE WITH LABOR NEGOTIATORS - COLLECTIVE BARGAINING UNITS Pursuant to GC Section 54957.6 and GCC Section 17 A.11 (4) Collective Bargaining Units: AFSCME Local 101 (General & Supervisory Units) Representing Employees Affiliated with AFSCME, Local 101; Local 2805, IAFF Fire Unit Representing Gilroy Firefighters City Negotiators: Matt Morley, City Administrator; LeeAnn McPhillips, Human Resources Director/Risk Manager Anticipated lssues(s) Under Negotiation: Wages, Hours, Benefits, Working Conditions; Memorandums of Understanding: City of Gilroy and Gilroy Fire Fighters Local 2805, City of Gilroy and AFSCME, Local 101 General & Supervisory Units 7. ADJOURN TO OPEN SESSION 8. ADJOURNMENT Page 4 of 256 4.1. City of Gilroy STAFF REPORT Agenda Item Title: Claim of S.S. and A.S., surviving minor children of Andrew Stuart and Stacia Stuart and the Estates of Andrew Stuart and Stacia Stuart Meeting Date: June 29, 2026 From: Matt Morley, City Administrator Department: Human Resources/Risk Management Submitted by: LeeAnn McPhillips, Interim Human Resources Director/Risk Manager. Prepared by: LeeAnn McPhillips, Interim Human Resources Director/Risk Manager. STRATEGIC PLAN GOALS: Not Applicable RECOMMENDATION Based on the recommendation from the Municipal Pooling Authority (MPA) and/or legal counsel, this claim is recommended for rejection. EXECUTIVE SUMMARY Based on the recommendation from the Municipal Pooling Authority (MPA) and/or legal counsel, the following claim is submitted to the City Council for rejection at the June 29, 2026 meeting: • Claim of S.S. and A.S., surviving minor children of Andrew Stuart and Stacia Stuart and the Estates of Andrew Stuart and Stacia Stuart BACKGROUND Page 5 of 256 4.1. n/a ANALYSIS n/a ALTERNATIVES n/a FISCAL IMPACT/FUNDING SOURCE n/a PUBLIC OUTREACH n/a NEXT STEPS n/a Attachments: 1. Claim of Estates of Andrew and Stacia Stuart June 2026 Page 6 of 256 Page 7 of 256 Page 8 of 256 Page 9 of 256 Page 10 of 256 Page 11 of 256 Page 12 of 256 Page 13 of 256 Page 14 of 256 5.1. City of Gilroy STAFF REPORT Agenda Item Title: Award a Contract to Zumwalt Construction, Inc. for Design- Build Construction Services for the Santa Teresa Fire Station Construction Project for a Total Maximum Project cost of $12,279,555, with a Total Project Construction Cost of $12,051,237 and Project Contingency in the Amount of $228,318, and Adopt a Resolution Amending the Fiscal Year 2025-26 Budget and Authorizing an Interfund Loan Meeting Date: June 29, 2026 From: Matt Morley, City Administrator Department: Public Works Submitted by: John Doughty, Public Works Director Prepared by: Ryan Osenton, Project Manager STRATEGIC PLAN GOALS: Maintain and Improve City Infrastructure RECOMMENDATION 1. Adopt a resolution awarding a contract to Zumwalt Construction, Inc. for an amount not to exceed $12,279,555, with a total Project Construction Cost of $12,051,237, including $228,318 in Project Contingency Costs, for Design-Build Construction Services for the Santa Teresa Fire Station Construction Project; and authorize the City Administrator to execute the agreement and all other related documents; and 2. Adopt a budget amendment resolution to appropriate $11,942,555 within the Capital Projects Fund, transfer $37,024 from the Facilities Fund, and authorize a temporary interfund loan in the amount of $3,610,757, from the Facilities Fund ($1,500,000), and the General Fund ($2,110,757). EXECUTIVE SUMMARY The City of Gilroy has long planned for the addition of a fourth fire station to address Page 15 of 256 5.1. operational needs of the Gilroy Fire Department. The City determined that the Glen Loma Ranch community was the appropriate location and ultimately was conveyed a 1.36-acre parcel at the corner of West Luchessa Avenue and Miller Avenue. Subsequently, the City hired Griffin Structures, Inc to serve as the City’s project/construction manager. Bridging architectural design and programming work was completed through LPA Architects, subcontractor to Griffin. The fire station is planned as an approximate 6,500 square foot single-story structure sited to face the existing roundabout. In April 2026, the City issued a Request for Qualifications and Sealed Proposals soliciting Design-Build Services to identify a team to develop the bridging documents into full construction drawings and complete the construction of the Santa Teresa Fire Station. Qualification Packages were received from four (4) contractors. Following a competitive review and interview process, the Zumwalt Construction team was determined to be the best Design Build Entity to complete the Santa Teresa Fire Station. BACKGROUND The new Santa Teresa Fire Station will improve service coverage and response times for the residents and businesses of Gilroy and replace the current temporary station located at the Ranchside Portion of Christmas Hill Park. The proposed station will be located on a 1.36-acre city-owned parcel at the southeast corner of West Luchessa Avenue and Miller Avenue. The station will be approximately 6,500 square feet in size and include two apparatus bays, dormitory space, kitchen, offices, restrooms, and support areas, with site improvements and emergency power provisions. The station will be “all-electric” and provide vehicle charging station(s). The station is a “Critical Facility” and subject to enhanced design and construction standards. As recommended, the station will not include solar installation (see below for additional details). The City of Gilroy entered into a Development Agreement in 2005 with the Glen Loma Group to build housing along Santa Teresa Boulevard. This agreement also required delivery of a turnkey fire station prior to the 1,100th building permit. Due to a variety of factors, the project was delayed. In November 2024, the City and developer agreed that the station would be built by the City provided Glen Loma: 1) conveyed the 1.36 acre parcel to the City; and 2) Glen Loma provides funding toward construction. The parcel was conveyed and a final payment of $3.6 million is due upon the recording of a final map covering any portion of Tentative Map 24-03 per agreement. On November 8, 2022, Gilroy voters approved a Charter Amendment to allow for Design-Build procurement process within by the City of Gilroy. Design-Build is an alternative method for delivery of public projects that provides many improvements and benefits when compared to the traditional approach of Design-Bid-Build. The Design-Build methodology allows for a few key benefits, notably: • A single point of responsibility for both design and construction, which leads to fewer disputes or delays regarding scope, errors, or omissions. • Faster project delivery times due to phases being able to overlap. Page 16 of 256 5.1. • Costs are more clearly defined earlier in the process due to Guaranteed Maximum Prices or Fixed Based Prices being developed earlier through bridging documents. • Reduces risk and frequency of Change Orders, which helps keep the project on budget and schedule. In June 2025, the City issued the Request for Proposals to procure Construction Management with Master Architectural (CM-MA) services to develop program verification, bridging documents, and manage the Design-Build Entity through final design, construction, and project closeout. Griffin Structures was selected as the CM- MA based on several factors, including their extensive experience delivering over 100 public safety facilities statewide, including numerous fire stations and Design-Build projects, their specialized Design-Build expertise, with Certified Construction Managers and Design-Build Institute of America professionals on staff to oversee every phase from programming through occupancy, and their demonstrated understanding of the City’s needs, schedule, and budget objectives, with an approach designed to minimize risk and ensure compliance with state and local codes. Griffin Structure's Bridging Documents are attached to this staff report as Attachment 4. In April 2026, the City issued a Request for Qualifications and Sealed Proposals soliciting Design-Build Services to procure Design-Build Architectural and Construction Services to advance the project through design development, construction documents, permitting, and construction, while verifying all site conditions, coordinating with applicable authorities having jurisdiction, and delivering a fully integrated and code compliant facility (see Attachment 3). In a Design-Build selection process, the City selects a project team with their lead contractor and a partner architectural team. These teams are evaluated on their ability to provide the needed service (qualifications) and subsequently the cost of their proposal. Qualification Packages were received from four (4) contractor teams. ANALYSIS The City received four Statements of Qualifications, which were reviewed by an internal evaluation committee in accordance with the published criteria. The evaluation committee evaluated and scored the Qualifications and advanced all four firms to the Sealed Cost Proposal evaluation. Following review and scoring of the Sealed Cost Proposals, the committee determined that all four teams warranted the opportunity to interview. Staff requested Best and Final Offers from each team following the interviews. Following the Interviews and review of Best and Final Offers, the internal committee provided a unanimous recommendation for Zumwalt Construction teamed with Teter Architecture to be the Design-Build Entity for this project. The Zumwalt team received the highest average score during the interview process. Their team also submitted the lowest cost Best and Final Offer. Their Qualifications and Best and Final Offer are attached to this staff report as Attachment 1. Page 17 of 256 5.1. The selection of the Zumwalt Construction team was based on several factors, including Zumwalt Construction’s and Teter Architecture’s extensive experience delivering public safety facilities statewide, including numerous fire stations and Design-Build projects, their specialized Design-Build expertise, and their demonstrated understanding of the City’s needs, schedule, and budget objectives, with an approach designed to complete the project on schedule and on budget, while minimizing risk and ensure compliance with applicable state and local codes. It was evident in the interview process that Zumwalt Construction and Teter Architecture staff had a strong professional relationship and that would limit design and construction conflicts. Their public safety projects completed include: CAL Fire Station No. 72 in Friant, which was completed on budget and two months ahead of schedule, and Fire Station No. 83 in Farmersville, which was completed under budget with minimal delays. Zumwalt is also in construction for three additional CAL Fire stations in Fresno County, specifically Hart Flat Fire Station No. 11, Cantua Creek Fire Station No. 92, and Fresno Fire Station No. 95, respectively. For all these projects, Zumwalt utilized architectural services from Teter, who will be the architect of record for Santa Teresa Fire Station. Zumwalt and Teter have a long history of partnering together on Design-Build projects. Pricing was a factor in the review committee’s evaluations, with Zumwalt Construction’s Best and Final Offer being the overall lowest total cost of the four received. As part of the solicitation, the City requested bids for two additives: 1) extension of utilities to the “future use area” to the rear of the site; and 2) the addition of covered solar parking. Staff is recommending the inclusion of the utility extension at a cost of $66,285 due to the likelihood of future use and the challenge of extending the utilities after-the-fact. Staff is not recommending the inclusion of the covered solar parking at a cost of $416,585. While we recognize the desire to integrate sustainability, staff believes that absent the inclusion of battery storage, the benefits of the solar are limited, particularly given the 24-hour nature of a fire station. Staff has inquired about grant funds and have not identified any available for this purpose at present. Shifts in federal priorities and State budget challenges appear to be limiting new grant opportunities. Covered solar is an item that could be readily be added later to the site. Zumwalt has proposed the inclusion of an additional $163,500 allowance for PG&E related work. This is an allowance and only payable if needed and authorized by the City. Given that PG&E approvals and work is a significant risk to schedule, staff is recommending inclusion of the allowance. The cost of full Design-Build Services, as recommended, is $12,051,237, plus a Project Contingency in the amount of $228,318, with a total project cost of $12,279,555. The contract will use the City’s new Design-Build form of agreement, and the scope of work and milestone schedule will be based on the proposal’s response timeframe and project phasing. The design and construction timeframe is anticipated to extend approximately 23 months, ending in May 2028. Zumwalt’s proposed schedule is attached to this staff report as Attachment 2. The schedule reflects a conservative Page 18 of 256 5.1. approach to wet weather considerations to start construction. Proposed Project Schedule (in summary): Phase 1 – Preconstruction – July 2026 through March 2027, approximately 9 months Phase 2 – Construction – April 2027 through April 2028, approximately 12 months Phase 3 – Project Closeout – April 2028 through May 2028, approximately 2 months Phase 4 – Santa Teresa Fire Station Opening – anticipated for June 2028 ALTERNATIVES 1. The City Council may choose to proceed with approval absent the utility extension additive and PG&E allowance. This alternative is not recommended for the reasons noted in the staff report Analysis section. 2. The City Council could include the covered solar parking additive. This is a policy decision for the City Council. Staff provided their rationale for not including within the Analysis section of the staff report. 3. The City Council could choose not to authorize the contract with the Zumwalt team. Staff does not recommend this option given the need for a new permanent fire station, the investment in process, the identification of a quality Design-Build Entity and the committed delivery price. FISCAL IMPACT/FUNDING SOURCE This agreement with Zumwalt Construction is for an amount not to exceed $12,051,237 for Design-Build Services, plus $228,318 for Project Contingency, for a total project cost not to exceed $12,279,555. Previously, the City Council approved an agreement with Griffin Structures for construction management and master architectural services not to exceed $1,163,000 related to the new Santa Teresa Fire Station, including assisting with design-build procurement, development of bridging documents, budget oversight, and project management. This capital project is included in the adopted FY26-27 CIP as CIP Project 800290 in the Capital Projects Fund (400), with a total budget of $13,000,000, including CM-MA services and the design-build services. The combined project cost is $13,442,555, and additional appropriations of $442,555 is being requested to fully fund the project. A budget amendment is included as Attachment 5 for Council approval that pulls forward $11,500,000 from FY27 to FY26 and appropriates an additional $442,555. The table below summarizes the total project cost and the funding sources. Page 19 of 256 5.1. The General Fund (100) and the Facilities Fund (615) have adequate fund balances to support the interfund loans and will be reimbursed upon receipt of funds from the Glen Loma Ranch development project, which is responsible for providing the final $3,610,757 toward the construction of the fire station pursuant to the applicable development agreements. Receipt of these funds is anticipated following approval and recording of the final maps for the remaining neighborhoods, which are currently scheduled for City Council consideration in August 2026, thus the interfund loan is expected to be temporary in nature. Furniture, Fixtures, and Equipment (FF&E) is not included in the project budget and will be funded separately through the upcoming biennial operating and capital budget development process and is currently estimated to be around $500,000. PUBLIC OUTREACH N/A NEXT STEPS If approved by Council, staff will complete the contract with the selected vendor and commence the project immediately. Attachments: 1. Zumwalt Qualifications and BAFO 2. Zumwalt Proposed Project Schedule 3. FINAL 26-RFQP-PW-536 Santa Teresa Fire Station Construction Project 4. Griffin LPA Bridging Documents 5. Budget Amendment Resolution - FY26 STR Fire Station Award Page 20 of 256 5.1. Page 21 of 256 Santa Teres a F ire Station – City of Gilroy Request for Qualifications Page 22 of 256 Introduction Letter Confirming Qualifications To Ryan Osenton and the City of Gilroy Selection Committee, This year, Zumwalt Construction, Inc. proudly celebrates 30 years of serving the Central Valley, completing numerous public and private sector projects including fire stations, educational facilities, medical clinics, commercial buildings, multi- family housing, libraries, and hospitals. With nearly 90% of our current workload delivered through the design-build method, we believe Zumwalt is uniquely qualified to support the City of Gilroy in the design and construction of the Santa Teresa Fire Station Project. Most recently, Zumwalt Construction was awarded the Hart Flat Fire Station No. 11, Cantua Creek Fire Station 92, and Fresno Fire Station No. 95 projects with CAL FIRE, further demonstrating our experience delivering high-quality public safety facilities through collaborative design-build partnerships. Zumwalt Construction is committed to providing a successful collaboration that meets the City’s programming goals, budget, schedule, and quality expectations. Our design-build expertise includes: • Design-build preconstruction services • Collaborative project scheduling • Cost estimating and budget management • Coordination of design-build MEP trades • Quality control and site safety We strongly believe early collaboration between the design and construction teams is critical to project success. By engaging key trade partners and consultants during design, the project benefits from improved constructability, cost efficiency, schedule reliability, and document coordination, creating a seamless transition from design through construction. Our team will provide all required services including general contracting, surveying, geotechnical investigation, civil, mechanical, electrical, landscape, fire suppression, permitting, construction, inspections, testing, commissioning, procurement, and installation. Zumwalt Construction will also coordinate with all applicable federal, state, and local agencies and ensure compliance with all applicable codes, regulations, and laws. Zumwalt Construction confirms that all information submitted during the RFQ process remains true and accurate, and we acknowledge receipt of all applicable addenda issued for this solicitation. We appreciate the opportunity to partner with the City of Gilroy on this important project and look forward to delivering a high-quality facility completed safely, on time, and within budget. Sincerely, Robert McKnight President Zumwalt Construction, Inc Page 23 of 256 TABLE OF CONTENTS: INTRODUCTION LETTER CONFIRMING QUALIFICATIONS 2 1. COMPANY OVERVIEW & INFORMATION 4 2. KEY PERSONNEL AND ORGANIZATIONAL STRUCTURE 6 3. PROJECT EXPERIENCE AND PAST PERFORMANCE 7 4. PROJECT UNDERSTANDING AND APPROACH 8 5. SCHEDULE AND DELIVERY CAPACITY 9 6. PROJECT CONTROLS AND RISK MANAGEMENT 10 7. SUBCONTRACTOR STRATEGY AND MARKET APPROACH 11 SAFETY PLAN AND SAFETY RECORD 13 Page 24 of 256 Page 25 of 256 1. Company Overview & Information A. Name of Firm: Zumwalt Construction Office Location: 2250 E Lamona Ave, Fresno CA 93727 Principal of Firm: Robert McKnight, rmcknight@zumwaltconst.com Contact person regarding this RFP: Laureen Jansen, ljansen@zumwaltconst.com Tyson Peters, tpeters@zumwaltconst.com B. Current physical address: 2250 E Lamona Ave, Fresno CA 93727 Phone number: 559 -252 -1000 C. At Zumwalt Construction, we bring over 30 years of experience as a trusted general contractor in Fresno, serving a wide range of markets including fire stations, schools, office buildings, affordable and multi -housing, medical facilities, and public works. Our extensive experience is tailored to meet and exceed the specific needs of your new medical office buildings, ensuring quality construction and timely deliver y. Our commitment to excellence and client satisfaction is at the forefront of everything we do. We pride ourselves on delivering projects that are both on time and within budget, while maintaining the highest standards of craftsmanship and safety. Our team, led by Bob McKnight, combines technical expertise with years of field experience to bring your vision to life smoothly and efficiently. With a focus on quality and precision, we manage each phase of the project with careful attention to detail, e nsuring minimal headaches for you. From planning through completion, our experienced professionals are dedicated to delivering outstanding results on time and within budget. Zumwalt Construction, Inc. has an excellent reputation with our Clients, Architects, Suppliers and Subcontractors for the reason that our Administrators, Estimators, Project Managers and Project Superintendents are proactive in working collaboratively. We strive to foster a culture of fairness and efficiency. OUR SERVICES INCLUDE: Preconstruction: Budgeting & Cost Estimating Value Engineering Constructability Reviews Scheduling & Phasing Plans Permitting Assistance Construction: Design -Build & Design -Assist General Contracting Construction Management Site Development & Preparation Safety Quality Assurance & Quality Control Scheduling: Baseline Project Scheduling Critical Path Method (CPM) Scheduling Monthly Schedule Updates & Progress Tracking Weekly Short -Interval Schedules Delay Analysis & Mitigation Strategies Page 26 of 256 D. Firm’s Tax I.D. #: 77 -0391018 Legal Form of Company (partnership. corporation, joint venture): S -Corporation Length of Time your Firm has been in Business : (30) Thirty Years Number of Employees: Sixty (60) List all active Contractors’ license types, license numbers, and dates of expiration: Contractors State License Board, License Number: 706140, Classification B, Expiration Date 05/31/2027 Page 27 of 256 Page 28 of 256 2. Key Personnel and Organizational Structure Please refer to the resumes aached to the followin g pages. Name Job Classification Narrative Delivery Art Zavala Construction Director Team leader to manage, and coordinate all phases from preconstruction through closeout; provides operations oversight and direction to all team members Part-time during preconstruction; Full-time during the construction phase Landon Seamons Senior Estimator In charge of bid solicitations, calculations, subcontractor and supplier negotiations, and detailed takeoffs Full-time during preconstruction estimating/ budget phases, Part-time during the construction phase Jonathan Temple Project Manager Assist with constructability reviews and assist in all Facets of the preconstruction phase; assists with subcontractor bid solicitations through all design phases Full-time during the construction phase James Hayes Superintendent Site Assigned Superintendent. Provides daily site management and supervision of all trade’s teams, Architects, Consultants, Site Inspectors, and works with the Owner Representatives. Full-time during the construction phase Tyson Peters Pre-construction Manager Ensuring all preconstruction activities align with project deadlines; Developing preliminary project schedules and timelines; Coordinating with project managers, contractors, and suppliers. Full-time during the pre- construction phase Page 29 of 256 Robert McKnight President Art Zavala Construction Director Jonathan Temple Project Manager James Hayes Superintendent/ Quality Control Manager Tyson Peters Preconstruction Director Jacob Becker Scheduler Landon Seamons Senior Estimator Scott Reynolds Admin Clay Davis Architect of Record Lyle Munsch Design Architect Glenn Miller Senior Architect Megan Chang Principal Structural Engineer Page 30 of 256 ABOUT ME Bob has been with Zumwalt Construction, Inc. for over 10 years and has been in the construction industry for over 30 years. He has earned a reputation for providing outstanding quality in all phases of Project Management with an emphasis in Design Build and Design Bid Build delivery methods. Bob oversees all project management within our organization and regularly visits our jobsites to provide support to our team. He is experienced in interpretation of plans and specifications, project planning, scheduling and meeting deadlines, submittal requirements and processes, as-builts, meeting notes, subcontracts, change orders, variable costs logs and certified payroll. EXPERIENCE • Fire Station No. 72, Friant CA, Current • Fire Station No, 83, Farmersville, CA, Current • FCRTA Maintenance Facility, Selma, CA • Majestic Inn, Visalia, CA • Jenny’s Place, Modesto, CA • IBEW Office Building, Fresno, CA • Castroville Farm Labor, Castroville, CA • California Health Sciences University, Clovis CA • Tule River Indian Health Center, Current • Mendota Unified School District, New Elementary School • Miwok Admin Building, Shingle Springs CA • State Center Community College District, Historic Old Administration Building, Fresno CA ROBERT MCKNIGHT President rmcknight@zumwaltconst.com 559-252-1000 zumwaltconstruction.com EDUCATION BS Construction Management UC Davis 30+ YEARS OF EXPERIENCE Page 31 of 256 ABOUT ME Art has been a Project Manager for Zumwalt Construction, Inc. for over 10 years and in the construction industry for over 25 years. He brings a high level of organization, negotiation skills, interpersonal skills and experience to all projects he has been involved in.Art continues to work on hospitals,large scale commercial buildings, multi-family housing and schools. Providing oversight on all phases of the construction process ensuring project specifications are being followed and work is proceeding with quality, on schedule and within budget. He provides support to the Project Superintendent, reviews their reports and works to proactively identify any changes in project scope and ensures proper measures are taken. Coordinate meetings with the owner, architects, contractors and other individuals involved to provide a progress update and any necessary modifications.He ensures that our jobsite have been inspected by our Site Safety Officer and safety requirements are being met. EXPERIENCE • Fire Station No. 72, Friant CA, Current • Frenso American Indian Health Project, Fresno, CA, Current • Tule River Indian Admin • Fresno American Indian Health Project, Fresno, CA, Current • Fire Station No. 83, Farmersville, CA, Current • Valley Heath Team Kingsburg • Portola Senior Apartments, Portola CA • Palm Office Building, Fresno, CA • Valley Children’s Hospital, NICU, Madera CA • Kaweah Delta Health Care District – 5th and 6th Floor Infill, Visalia CA • Kaweah Delta Health Care District – Emergency Department Addition ART ZAVALA Construction Director azavala@zumwaltconst.com 559-252-1000 zumwaltconstruction.com EDUCATION BS Industrial Technology Construction California State University Fresno CERTIFICATIONS OSHA 10 hour OSHA 30 hour First Aid and CPR Page 32 of 256 ABOUT ME Tyson has been with Zumwalt Construction, Inc. since 2013 and has over 15 years of experience in all facets of the industry with a proven track record of successful completion of numerous multimillion dollar commercial projects. His experience in Public Works with schools is impressive. Tyson analyzes construction documents and assists subcontractors plus develops all project scheduling utilizing Microsoft Project, P6 and supervises all quality control efforts. He ensures all safety requirements are met, and tracks and controls construction costs against the project budget to avoid cost overruns. Tyson also meets regularly with the owner, design group, contractors, and others to monitor and coordinate all phases of construction. EXPERIENCE • Fire Station No. 72, Friant CA, Current • Fire Station No, 83, Farmersville, CA, Current • Cantua Creek Fire Station No. 92, Cal Fire, CA • Del Rey Admin Building, Cal Fire, CA • Hart Flat Fire Station No. 11, CA • FCRTA Maintenance Facility, Fresno CA • Fresno American Indian Health Project, Current • IBEW Office Building, Fresno, CA • Valley Heath Team Kingsburg • Valley Health Team Firebaugh • California Health Sciences University, College of Osteopathic Medicine • Crisis Residential Treatment Facility, Fresno CA • Lincoln Elementary School, Mechanical Replacement, Sanger Unified School District TYSON PETERS Preconstruction/ Business Development Director tpeters@zumwaltconst.com 559-252-1000 zumwaltconstruction.com EDUCATION B.S Construction Management California State University Fresno CERTIFICATIONS OSHA 30 Hour First Aid and CPR Certified P6 Certification Page 33 of 256 ABOUT ME Jonathan is an experienced and adaptable professional with a strong work ethic and effective communication skills. He thrives under pressure and concstently earns high marks for work quality and speed, Just recently he received an award after successfully completing Fire Station No. 72 in Friant, CA for his hard work and dedication throughout the project. He has a proven track record of efficiently completling tasks in commercial, industrial and residential construction and is a dynamic team member of Zumwalt Construction. EXPERIENCE -Fire Station No. 83, Farmersville, CA -Fire station 72, Friant, CA -St. Mary’s College UCU Pavilion addition and renovation, Moraga, CA -Jaguar Land Rover dealership,Livermore, CA -Mars Petcare Nutro campus renovation and additional office building, Victorville, CA -St. Mary’s College Baseball Brother Ronald Gallagher Stadium renovation, Moraga, CA -New Life Chrisian Center TI, Turlock, CA -Cal Grand Manor Apartments, Atascadero, CA JONATHAN TEMPLE Project Manager jtemple@zumwaltconst.com 559-252-1000 zumwaltconstruction.com EDUCATION Bachelor of Arts Business Management Valparaiso University CERTIFICATIONS Safety Service Award - Superior Performance, National Safety Council OSHA 30 Hour COVID-19 Safety Manager Mandated Reporter Certification Drug and Alcohol FMCSA CPR certified Page 34 of 256 ABOUT ME James has been with Zumwalt Construction since 2019. He started gaining experience as a Journeyman Carpenter in 1985. His background provides him with years of knowledge and experience to overcome obstacles timely and effectively. James performs regular safety walks of the construction site to ensure the working environment remains safe for all construction trades and Owners entering the site. James has strong leadership skills and is extremely detail oriented. Most recently James has completed 3 Valley Children’s Hospital Projects, as the Senior Project Manager. EXPERIENCE • Fire Station No, 83, Farmersville, CA, Current • Valley Children’s PET CT/ Reading Room • Tule River Indian Health Center • CMC Ambulatory Surgical Center • Valley Children’s N.I.C.U 23 Bed Infill • Valley Children’s Nurse Call System • Valley Children’s MIR Replacement • Valley Children’s CT 64 Replacement • Valley Children’s Radiology/PET-CT • Crisis Residential Treatment Facility, Fresno CA • ARC Fresno, Fresno CA • Badger Fire Station, Fresno CA JAMES HAYES Superintendent jhayes@zumwaltconst.com 559-252-1000 zumwaltconstruction.com EDUCATION B.S Construction Management California State University Fresno CERTIFICATIONS OSHA 30 Hour First Aid and CPR Certified Page 35 of 256 Page 36 of 256 Page 37 of 256 Page 38 of 256 Page 39 of 256 FIRE STATION NO. 72, FRIANT DESCRIPTION OF WORK The fire station is a design build project of a 7,000 SF pre-engineered metal building, metal roof, metal siding with brick veneer and a covered patio. Interior consists of a kitchen, dining room, day room, 6 bedrooms, 4 bathrooms w/showers, lobby, office, turnout area, fitness room and 3 bay apparatus area. Site includes landscape, hardscape, decontamination shower, backup generator, fuel station, hose drying area and solar field. OWNER Fresno County Fire District RESPONSIBLE FIRM AND ROLE Zumwalt Construction, General Contractor PROJECT MANAGER Tyson Peters, Zumwalt Construction ON-SITE PROJECT MANAGER Jonathan Temple, Zumwalt Construction PROJECT SUPERINDENDENT , Zumwalt Construction CONSTRUCTION MANAGER N/A ARCHITECT OF RECORD Clay Davis, TETER, Inc. DELIVERY METHOD Design-Build SCOPE OF SERVICES General Contractor GMP$$5,500,000 FINAL CONSTRUCTION COSTS $5,500,000 DATE CONSTRUCTION COMMENCED 1/26/2023 ORIGINAL SCHEDULE COMPLETION 12/31/2025 ACTUAL SCHEDULE COMPLETION 10/2025 DATE OF DSA CLOSE-OUT CERTIFICATION N/A OWNER REFERENCE Dustin Hail, dustin.hail@fire.ca.gov 3 RELEVANT PROJECT EXPERIENCE Page 40 of 256 FIRE STATION NO. 83, FARMERSVILLE DESCRIPTION OF WORK This fire station will consist of an 8,500 SF PEMB, metal roof, metal siding with brick veneer and covered patio. Interior includes, lobby, work station, 3 offices, kitchen, living room, 2 laundry rooms, 4 bedrooms, 4 restrooms with showers, turnout area, fitness room, training room, training platform and 3 bay apparatus area. Site includes landscape, hardscape, backup generator, decontamination shower and hose drying area. OWNER City of Farmersville RESPONSIBLE FIRM AND ROLE Zumwalt Construction, General Contractor PROJECT MANAGER Tyson Peters, Zumwalt Construction ON-SITE PROJECT MANAGER Art Zavala, Zumwalt Construction PROJECT SUPERINDENDENT James Hayes, Zumwalt Construction CONSTRUCTION MANAGER N/A ARCHITECT OF RECORD Clay Davis, TETER, Inc. DELIVERY METHOD Design-Build SCOPE OF SERVICES General Contractor GMP$$6,500,000 FINAL CONSTRUCTION COSTS $6,431,575 DATE CONSTRUCTION COMMENCED 1/26/2023 ORIGINAL SCHEDULE COMPLETION 10/31/2025 ACTUAL SCHEDULE COMPLETION 12/26/2025 DATE OF DSA CLOSE-OUT CERTIFICATION N/A OWNER REFERENCE Dustin Hail, dustin.hail@fire.ca.gov 3 RELEVANT PROJECT EXPERIENCE Page 41 of 256 FCRTA MAINTENANCE FACILITY DESCRIPTION OF WORK The facility includes a 9,250-square-foot maintenance shop designed to service both natural gas and electric transit buses. This shop is primarily dedicated to light- duty vehicles and vans, with available space for a 5,400-square-foot expansion. Additionally, the site features a 6,000-square-foot administrative office and dispatch center, as well as a 4,600-square-foot training facility focused on advanced transit vehicle technology for technician training. To support electric vehicle operations, the facility includes 500 kilowatt-hours (kWh) of battery storage. It also houses a bus wash system equipped with a blow dryer, capable of accommodating buses up to 40 feet in length. OWNER California Health Sciences Univeristy RESPONSIBLE FIRM AND ROLE Zumwalt Construction, General Contractor PROJECT MANAGER Tyson Peters, Zumwalt Construction ON-SITE PROJECT MANAGER Tyson Peters, Zumwalt Construction PROJECT SUPERINDENDENT Ken Flock, Zumwalt Construction CONSTRUCTION MANAGER N/A ARCHITECT OF RECORD Clay Davis, TETER, Inc. DELIVERY METHOD Design-Build SCOPE OF SERVICES General Contractor GMP$$15,000,000 FINAL CONSTRUCTION COSTS $21,000,000 (due to change orders requested by DATE CONSTRUCTION COMMENCED 3/2023 ORIGINAL SCHEDULE COMPLETION 4/15/2025 ACTUAL SCHEDULE COMPLETION 5/30/2025 DATE OF DSA CLOSE-OUT CERTIFICATION N/A OWNER REFERENCE Moses Stites, mstites@fresnocog.gov 3 RELEVANT PROJECT EXPERIENCE Page 42 of 256 CALIFORNIA HEALTH SCIENCES UNIVERSITY DESCRIPTION OF WORK ZCI coordinated and participated in bi-weekly design meetings, facilitated integration between design disciplines, including mechanical, electrical, plumbing, fire sprinklers, and structural steel, and managed a Level 2 BIM process with design- assist participants. MEP/FS and structural contractors were introduced early in the design phase as design-assist contractors to specifically address budgeting, scheduling, code compliance, and offer constructability suggestions. MEP/FS and structural contractors were selected via an RFQ process early in the design phase to provide current market pricing on selected materials and equipment, value engineering options, and product availability to mitigate potential cost issues and any delay with long-lead materials. Cost estimates were presented to CHSU and design team at the close of each design phase (i.e. schematic design, design development, and construction documents) OWNER California Health Sciences Univeristy RESPONSIBLE FIRM AND ROLE Zumwalt Construction, General Contractor PROJECT MANAGER Tyson Peters, Zumwalt Construction ON-SITE PROJECT MANAGER Ashley Tidrick, Zumwalt Construction PROJECT SUPERINDENDENT Dusty Jones, Zumwalt Construction CONSTRUCTION MANAGER N/A ARCHITECT OF RECORD Tony Avila, Darden Architects, Inc. DELIVERY METHOD Design-Assist SCOPE OF SERVICES General Contractor GMP$$39,368,629.00 FINAL CONSTRUCTION COSTS $39,368,629.00 DATE CONSTRUCTION COMMENCED 5/30/2017 ORIGINAL SCHEDULE COMPLETION 1/31/2019 ACTUAL SCHEDULE COMPLETION 4//2020 DATE OF DSA CLOSE-OUT CERTIFICATION N/A OWNER REFERENCE Jimmy Dunn, jdunn@chsu.edu 3 RELEVANT PROJECT EXPERIENCE Page 43 of 256 Page 44 of 256 4. Project Understanding and Approach Zumwalt Construction understands that the Santa Teresa Fire Station is more than a building project; it is a critical public safety facility intended to improve emergency response capabilities, support firefighter wellness, and serve the City of Gilroy for decades. The project must deliver a modern, durable, code-compliant, and operationally efficient fire station while maintaining cost control, schedule discipline, and alignment with the City’s established program and performance criteria. The City’s bridging documents provide a strong basis of design, but successful delivery will require an experienced design-build team that can quickly validate the documents, identify gaps or coordination issues, confirm constructability, and advance the design through permit-ready construction documents without losing sight of the City’s budget, schedule, and operational priorities. Our approach is built around early alignment, transparent communication, and disciplined design-to-budget management. Zumwalt recently received the award for the Hart Flat Fire Station 11 project with Kern County, which utilizes the same bridging document approach to design-build delivery. That experience is directly relevant to Santa Teresa Fire Station. On Hart Flat, our team was selected to take County-provided bridging documents and advance them through design development, permitting, value analysis, constructability review, and final construction pricing. This recent award demonstrates our understanding of how to manage the transition from owner-defined criteria to a coordinated, permit- ready design while protecting the owner’s intent, budget, and schedule. Our approach begins with a structured project kickoff involving the City, Griffin Structures, the design team, key trade partners, and applicable agencies. We will confirm project goals, decision-making protocols, schedule milestones, reporting requirements, and design review expectations. Early in the process, we will prepare a responsibility matrix, design milestone schedule, permitting roadmap, long-lead procurement log, and risk matrix to ensure the team is aligned before design advancement begins. Because this project is being delivered from 100% schematic-level bridging documents, our team will perform an immediate constructability and scope-gap review. This review will focus on code compliance, site grading and drainage, utility coordination, apparatus access and circulation, structural and MEP system integration, fire station alerting, essential services requirements, long-term durability, and maintainability. Any questions or potential conflicts will be elevated early so they can be resolved before they create cost or schedule impacts. Cost control will be managed continuously as the design advances. We will track design decisions against the established GMP, provide milestone cost updates, identify budget trends early, and present value-conscious options that preserve the City’s program and performance requirements. Our goal is not to redesign the project, but to refine it into a coordinated, constructible, and cost-effective solution that meets the City’s operational needs. Zumwalt will also prioritize agency coordination. We understand the DBE is responsible for advancing the project through permitting and coordinating with authorities having jurisdiction, utility providers, and City departments. Our team will establish an agency coordination log and proactively manage plan check comments, utility applications, fire department requirements, stormwater requirements, and inspection expectations to minimize delays. Communication will be consistent, transparent, and action-oriented. We anticipate weekly project meetings during design and preconstruction, monthly schedule and cost reporting, clear meeting minutes, updated decision logs, and early escalation of items requiring City input. Our experience on fire station and public agency work has shown that timely decisions, clear documentation, and early trade involvement are the keys to maintaining momentum. Ultimately, our approach is to function as a true design-build partner: protect the City’s program intent, advance the bridging documents into a complete and coordinated design, maintain budget and schedule discipline, and deliver a high- quality fire station that supports Gilroy’s firefighters and the community they serve. Page 45 of 256 5. Schedule and Delivery Capacity Zumwalt Construction understands that schedule performance is a key priority for the Santa Teresa Fire Station project. The City’s RFQ/P specifically evaluates each Design-Build Entity’s ability to deliver projects on or ahead of schedule, manage project schedules, overlap design and construction activities, identify schedule risks, and procure long-lead items early to support expedited delivery. The project also requires the DBE to advance the City’s 100% schematic-level bridging documents through permitted construction documents while maintaining cost control, schedule discipline, and alignment with the established GMP. Zumwalt has a proven history of meeting project milestones. In the history of our company, we have never been assessed liquidated damages. We have consistently delivered projects on time or ahead of schedule by establishing realistic baseline schedules, identifying critical path activities early, maintaining frequent communication with owners and design teams, and proactively resolving issues before they affect the completion date. Our schedule approach begins during preconstruction. Immediately after award, we will develop a comprehensive project schedule that incorporates design advancement, agency review, permitting, procurement, early construction opportunities, inspections, commissioning, closeout, and City occupancy milestones. This schedule will be supported by a detailed submittal log, procurement log, agency coordination log, and risk matrix. We will update the schedule regularly and use weekly look-ahead schedules with our subcontractors and design partners to maintain accountability at the field level. Zumwalt recently demonstrated this approach on the completed Fire Station 72 project in Friant, California. Fire Station 72 was a design-build public safety project with an extremely tight timeline. To accelerate delivery, our team worked closely with the County of Fresno to obtain early permits for at-risk grading, the building pad, and site utilities while the design team completed the remaining permit documents and building permit review. This overlap of design, permitting, and construction activities saved approximately two months from the overall project duration and allowed the project to maintain momentum without compromising quality or coordination. We will apply the same fast-track mindset to Santa Teresa Fire Station. Where appropriate, we will evaluate opportunities for early procurement and early construction activities, such as grading, utility coordination, long-lead electrical equipment, generator procurement, mechanical equipment, apparatus bay doors, fire station alerting systems, and other schedule- sensitive scopes. The RFQ/P allows early and incremental construction activities to be evaluated and presented to the City for approval when beneficial to the schedule. Our team also understands that schedule success on this project will depend heavily on early agency and utility coordination. We will proactively coordinate with the City of Gilroy, Griffin Structures, the Building Division, Fire Department, utility providers, testing and inspection agencies, and applicable authorities having jurisdiction. Our objective is to reduce surprises during plan check, resolve utility and permit issues early, and maintain a clear path from design completion to construction start. Zumwalt’s schedule approach is built on planning, communication, and accountability. We do not wait for problems to become delays. We identify risks early, assign responsibility, track decisions, and keep the City informed with clear schedule updates and recovery strategies when needed. This disciplined approach, combined with our proven design- build fire station experience, gives the City confidence that Zumwalt can deliver the Santa Teresa Fire Station efficiently, collaboratively, and on schedule. 6. Project Controls and Risk Management Zumwalt Construction understands that effective project controls and risk management are essential to the successful delivery of the Santa Teresa Fire Station. The City’s RFQ/P identifies cost tracking, budget management, and the identification and management of project risks as the primary evaluation considerations for this section. Our approach is built around early visibility, disciplined documentation, transparent communication, and proactive issue resolution. Page 46 of 256 From the outset, Zumwalt will establish a clear project controls framework that allows the City, Griffin Structures, the design team, and key trade partners to understand where the project stands at all times. Our team will use Procore for project documentation, RFIs, submittals, meeting minutes, cost events, change management, document control, and field reporting. This creates a single, organized platform for tracking decisions, maintaining accountability, and preserving a clear project record. Cost control will begin immediately after award. Because the project will be advanced from the City’s 100% schematic- level bridging documents into final construction documents, Zumwalt will continuously track design development against the established GMP. At each design milestone, we will review scope changes, drawing evolution, constructability items, material selections, and subcontractor input to identify any cost trends before they become budget issues. When a potential variance is identified, our team will present the City with clear options, including cost impacts, schedule impacts, life-cycle considerations, and recommendations for maintaining alignment with the project budget. Risk management will be handled through a living risk matrix that is created at project kickoff and updated throughout design, permitting, procurement, and construction. The risk matrix will identify each issue, responsible party, potential cost or schedule impact, mitigation strategy, and required decision date. Typical risks we will monitor include bridging document gaps, utility coordination, plan check comments, long-lead equipment, site conditions, stormwater requirements, essential services requirements, subcontractor availability, escalation, and owner decision points. Zumwalt’s risk management philosophy is simple: identify early, communicate clearly, and solve collaboratively. We do not allow issues to linger until they become change orders or schedule delays. Our project manager and superintendent will work closely with the City and design team to resolve questions quickly, document decisions, and keep the work moving. Weekly meetings will include review of RFIs, submittals, procurement, cost trends, schedule risks, and upcoming decisions required from the City. During construction, Zumwalt will maintain tight control of field production, quality, safety, and cost exposure. Change events will be documented promptly and reviewed for entitlement, pricing, schedule impact, and available mitigation before proceeding. Subcontractor performance will be monitored through weekly coordination meetings, look-ahead schedules, manpower reviews, and field inspections. This ensures that risks are managed in real time rather than after they affect the project. Our experience delivering public agency and design-build projects has reinforced the importance of disciplined project controls. For Santa Teresa Fire Station, Zumwalt will provide the City with a transparent, accountable, and proactive management process that protects the GMP, reduces surprises, supports timely decisions, and delivers a high-quality public safety facility with confidence. As an example of our project controls process, Zumwalt has included a sample risk matrix prepared for the SCCCD New Police Station and Data Center project as an attachment to this SOQ. This matrix demonstrates how our team identifies, categorizes, tracks, and manages project risks from the earliest stages of design and preconstruction. 7. Subcontractor Strategy and Market Approach Zumwalt Construction understands that the City will evaluate this section based on the identification of key subcontractors and trade partners, as well as the approach to subcontractor procurement and management. Our strategy is to engage qualified design consultants, engineers, and key trade partners early so the project benefits from real-time constructability input, accurate market pricing, value engineering, and early identification of long-lead items. For the Santa Teresa Fire Station, Zumwalt has selected and prequalified the following design consultants, engineers, and subcontractors: Page 47 of 256 Team Member Scope TETER Architects Architectural, Structural, Interior Design MVE Civil Engineering Designlab252 Landscape Design Fire Systems Solutions Fire Sprinkler and Fire Alarm Design Tarrar Utility Consultants PG&E Electric Design/ Joint Trench Utility Coordination Fresno Plumbing Plumbing Patton HVAC Rex Moore Electrical/ Low-Voltage This team was selected because of its relevant fire station and public safety experience, available horsepower to support an expedited design schedule, and proven ability to contribute meaningfully during preconstruction. Each partner understands that success on a design-build fire station requires more than preparing drawings or providing a bid. It requires active participation in scheduling, constructability reviews, design-to-budget decisions, value engineering, utility coordination, and long-lead procurement planning. A key component of our market and schedule strategy is the early involvement of Tarrar Utility Consultants. Tarrar provides a significant schedule and coordination benefit by advancing the applicant-side utility design rather than waiting for PG&E or other utility providers to drive the process from start to finish. Their scope includes PG&E electric design, joint trench composite design, preliminary routing, transformer and service location coordination, utility applications, low- voltage provider coordination, trench details, bid documents, and support through utility review and approval. By engaging Tarrar early, our team can identify utility conflicts, service routing requirements, tie-in points, clearance issues, and cost impacts during design instead of discovering them during construction. This proactive approach helps compress the front-end utility design timeline, reduce redesign and resubmittals, improve bid clarity, and protect the overall project schedule, while still allowing PG&E and other utility providers to complete their required reviews and approvals. Our selected design and trade partners will be engaged immediately following award to review the City’s bridging documents, validate assumptions, identify scope gaps, and help advance the project toward a coordinated permit-ready design. Their early involvement will allow Zumwalt to provide the City with practical recommendations that balance operational functionality, durability, cost, schedule, and long-term value. Zumwalt also utilizes BuildingConnected for subcontractor procurement and bid management throughout the preconstruction process. BuildingConnected allows our team to organize bid packages, distribute documents, manage bidder communication, track subcontractor interest, issue addenda, compare proposals, and maintain a transparent procurement record. This process improves bid coverage, reduces missed scope, supports competitive pricing, and allows our estimating team to maintain clear documentation of the market response. For scopes that are not already identified as part of the proposed DBE team, Zumwalt will follow applicable public works and design-build procurement requirements. We will establish clear scopes of work, reasonable qualification criteria, bid due dates, and evaluation procedures to ensure subcontractors are qualified, responsive, properly licensed, DIR- registered, and capable of meeting the project’s schedule and quality expectations. During construction, subcontractor management will be handled through weekly coordination meetings, short-interval schedules, submittal and procurement tracking, manpower planning, quality control inspections, and safety oversight. Zumwalt’s project manager and superintendent will work directly with each trade partner to ensure field installation is properly sequenced, coordinated, and aligned with the approved construction documents. Our subcontractor strategy is built on early engagement, disciplined procurement, and proactive management. By combining a prequalified design-build team with structured market outreach through BuildingConnected and early utility design support through Tarrar, Zumwalt will provide the City of Gilroy with a strong, responsive, and accountable team capable of delivering the Santa Teresa Fire Station efficiently and successfully. Page 48 of 256 Alliant Insurance Services, Inc. 641 S Ham Lane, Suite B Lodi, CA 95242 PHONE (510) 333-0410 FAX (209) 333-1584 EMAIL DSchnapp@alliant.com License No. 0C79771 March 31, 2026 To Whom It May Concern RE: Zumwalt Construction, Inc. – Five (5) Year Experience Modification Rating (EMR) History Adjusted for Field Only / Non-Clerical Loss The purpose of this letter is to verify and explain the experience modification rating (EMR) factors developed specifically for Zumwalt Construction, Inc.’s Construction & Field Employees, not including those factors from claims involving clerical or sales employees. EMR Effective Date EMR Factor Field-Only Adjusted EMR Factor 9/1/26 – 9/1/27 0.86 0.86 9/1/25 – 9/1/26 0.84 0.84 9/1/24 – 9/1/25 1.29 0.97 9/1/23 – 9/1/24 1.05 0.77 9/1/22 – 9/1/23 1.01 0.83 Five (5) Year Average 1.01 0.85 As noted in the table, Zumwalt Construction, Inc.’s historical Field-Only Adjusted EMR is exemplary and averages over 15 points below the common industry thresholds of 1.00-1.05. The overall “safety” rating of a contractor is important in determining a company’s safety environment at their construction sites. The Field-Only Adjusted EMR is far more representative of the practical, site-safety and projected losses applicable to future work and is becoming a much more common tool in project prequalification. The Adjusted EMR factor is calculated by using the exact same EMR Calculation Model used by the California WCIRB in calculating their factor. Sincerely, David Schnapp Senior Vice President Construction Services Group Alliant Insurance Services, Inc. Page 49 of 256 January 8, 2026 Re: Zumwalt Construction, Inc. To Whom It May Concern: Nationwide Mutual Insurance Company is the surety for Zumwalt Construction, Inc. and we hold them in the highest regard and recommend them to you without hesitation. We currently provide Zumwalt with a surety program of $40,000,000 single, $100,000,000 aggregate. Issuance of the bonds is subject to application of Nationwide’s usual and customary underwriting standards and risk selection criteria , including, but not limited to, satisfactory contract terms and conditions, satisfactory bond forms, receipt and satisfactory review of current underwriting information from our client, evidence of adequate owner financing, and the appropriate request form from our contractor for us to provide the bonds. This letter does not constitute an assumption of liability. The issuance of bonds in connection with your Project is a matter solely between Nationwide and Zumwalt. We assume no liability to you or any third party by the issuance of this letter. Nationwide Mutual Insurance Company has a Treasury listing of over $1.5 billion. Nationwide Mutual Insurance Company maintains an “A” rating and a financial category size of XV by A.M. Best, and the company is licensed to do business in all fifty states. Should you have any questions, please do not hesitate to contact me at (209) 210-6968. Sincerely, Daniel M. Connolly Attorney-in-Fact Nationwide Mutual Insurance 1100 Locust Street Department 2006 | Des Moines, IA 50391-2006 Page 50 of 256 Page 51 of 256 Page 52 of 256 Page 53 of 256 Activity IDActivity NameOrig DurStartFinishSanta Teresa Fire Station (BAFO)Santa Teresa Fire Station (BAFO)5234/24/265/30/28RFQ/P ScheduleRFQ/P Schedule444/24/266/29/26RFQP_1000RFQ/P distributed to prospective DBEs and advertised04/24/26*RFQP_1010Deadline for RFQ/P Questions and Comments05/12/26*RFQP_1020Response to RFQ/P Questions Emailed05/14/26*RFQP_1030RFQ/P Submissions due to the City of Gilroy05/28/26*RFQP_1040Selection Committee evaluates RFQ submissions and selects up to four DBE for Pre-Approved List56/1/266/5/26RFQP_1050Interviews with Pre-Approved DBE06/16/26*RFQP_1060E-Mail Notice provided to all Pre-Approved DBE of decision06/22/26*RFQP_1070City and chosen DBE initiate work on Design-Build Agreement06/22/26*RFQP_1080City Council authorizes award of Design-Build Agreement subject to final negotiation and execution by the City Admin06/29/26*PreconstructionPreconstruction1846/29/263/26/27PRECON_1000City Issues NTP for Design06/29/26PRECON_1300DBE Completes Planning Submittal106/29/267/13/26PRECON_1040DBE Completes 50% Design Development (DD)206/29/267/27/26PRECON_1310Planning Review of Planning Submittal207/14/268/10/26PRECON_1080City Review of 50% DD107/28/268/10/26PRECON_1090DBE Provides 50% DD Estimate157/28/268/17/26PRECON_1100DBE Completes 100% DD208/4/268/31/26PRECON_1320Revisions to Planning Submittal58/11/268/17/26PRECON_1330Planning deems Application Complete208/18/269/15/26PRECON_1290City Review of 100% DD109/1/269/15/26PRECON_1120DBE Provides 100% DD Estimate159/1/269/22/26PRECON_1210Process PG&E Service Application/ Design209/1/269/29/26PRECON_1350City Council Presentations209/1/269/29/26PRECON_1130DBE Completes 30% Construction Documents (CD)159/9/269/29/26PRECON_1340Planning Staff Report209/16/2610/14/26PRECON_1190Long-Lead Procurement Releases Begin09/29/26PRECON_1150DBE Provides 30% CD Estimate159/30/2610/21/26PRECON_1140City Review of 30% CD209/30/2610/28/26PRECON_1160DBE Completes 60% CD2010/7/2611/4/26PRECON_1360Two Presentations to the DRC or Planning Comm4010/15/2612/14/26PRECON_1170City Review of 60% CD2011/5/2612/7/26Q2Q3Q4Q1Q2Q3Q4Q1Q2Q3Q4202620272028RFQ/P distributed to prospective DBEs and advertisedDeadline for RFQ/P Questions and CommentsResponse to RFQ/P Questions EmailedRFQ/P Submissions due to the City of GilroySelection Committee evaluates RFQ submissions and selects up to four DBE for Pre-Approved ListInterviews with Pre-Approved DBEE-Mail Notice provided to all Pre-Approved DBE of decisionCity and chosen DBE initiate work on Design-Build AgreementCity Council authorizes award of Design-Build Agreement subject to final negotiation and execution by the City AdminCity Issues NTP for DesignDBE Completes Planning SubmittalDBE Completes 50% Design Development (DD)Planning Review of Planning SubmittalCity Review of 50% DDDBE Provides 50% DD EstimateDBE Completes 100% DDRevisions to Planning SubmittalPlanning deems Application CompleteCity Review of 100% DDDBE Provides 100% DD EstimateProcess PG&E Service Application/ DesignCity Council PresentationsDBE Completes 30% Construction Documents (CD)Planning Staff ReportLong-Lead Procurement Releases BeginDBE Provides 30% CD EstimateCity Review of 30% CDDBE Completes 60% CDTwo Presentations to the DRC or Planning CommCity Review of 60% CDCITY OF GILROY | SANTA TERESA FIRE STATION PROPOSED PROJECT SCHEDULE PROPOSED PROJECT SCHEDULE CITY OF GILROY | SANTA TERESA FIRE STATION GILROY, CA ZUMWALT PROJECT NUMBER: TBD DATA DATE: 4/24/26 PAGE NO. 1 OF 2Remaining Level of EffortActual Level of EffortPrimary BaselineActual WorkRemaining WorkCritical Remaining WorkMilestoneDate RevisionCheckedApproved6/2/26 0JBTPPage 54 of 256 Activity IDActivity NameOrig DurStartFinishPRECON_1180DBE Provides 60% CD Estimate2011/5/2612/7/26PRECON_1200DBE Completes 95% CD2011/5/2612/7/26PRECON_1110City Review of 95% CD1012/8/2612/21/26PRECON_1230DBE Completes and Submits Plan Check Submittal2012/8/261/6/27PRECON_1220DBE Provides Final Estimate2512/8/261/13/27PRECON_1370City Council Presentation2012/15/261/13/27PRECON_1240City Plan Check Review201/7/272/4/27PRECON_1250DBE Completes and Submits Back Check Submittal152/5/272/26/27PRECON_1270City Back Check Review153/1/273/19/27PRECON_1260City Issues Permit Approval03/19/27PRECON_1280City Issues NTP for Construction03/26/27ConstructionConstruction2603/26/274/10/28CONST_1000Construction2603/26/274/10/28CloseoutCloseout354/10/285/30/28CLS_1000Substantial Completion04/10/28CLS_1010Final Cleaning54/11/284/17/28CLS_1020Prepare and Deliver As-Built Drawings and Record Documents54/11/284/17/28CLS_1030Prepare and Submit Warranties, Manuals, and Certifications54/11/284/17/28CLS_1040Startup and Testing104/11/284/24/28CLS_1050Punchlist Walk104/18/285/1/28CLS_1060Owner Training104/18/285/1/28CLS_1070Commissioning154/25/285/15/28CLS_1080Punchlist Corrections205/2/285/30/28CLS_1090Final Inspection and Acceptance55/16/285/22/28CLS_1100Final Completion05/30/28Q2Q3Q4Q1Q2Q3Q4Q1Q2Q3Q4202620272028DBE Provides 60% CD EstimateDBE Completes 95% CDCity Review of 95% CDDBE Completes and Submits Plan Check SubmittalDBE Provides Final EstimateCity Council PresentationCity Plan Check ReviewDBE Completes and Submits Back Check SubmittalCity Back Check ReviewCity Issues Permit ApprovalCity Issues NTP for ConstructionConstructionSubstantial CompletionFinal CleaningPrepare and Deliver As-Built Drawings and Record DocumentsPrepare and Submit Warranties, Manuals, and CertificationsStartup and TestingPunchlist WalkOwner TrainingCommissioningPunchlist CorrectionsFinal Inspection and AcceptanceFinal CompletionCITY OF GILROY | SANTA TERESA FIRE STATION PROPOSED PROJECT SCHEDULE PROPOSED PROJECT SCHEDULE CITY OF GILROY | SANTA TERESA FIRE STATION GILROY, CA ZUMWALT PROJECT NUMBER: TBD DATA DATE: 4/24/26 PAGE NO. 2 OF 2Remaining Level of EffortActual Level of EffortPrimary BaselineActual WorkRemaining WorkCritical Remaining WorkMilestoneDate RevisionCheckedApproved6/2/26 0JBTPPage 55 of 256 City of Gilroy Public Works Department ATTN: RYAN OSENTON CITY OF GILROY 7351 ROSANNA STREET GILROY, CA 95020-6197 Proposals Due by: 4:00 PM, Thursday, May 28, 2026 Request for Qualifications and Proposals Santa Teresa Fire Station Construction Project No. 26-RFQ/P PW-536 Page 56 of 256 Request for Qualifications and Proposals No. 26-RFQ/P-PW-536 Santa Teresa Fire Station Construction Project Notice is hereby given that the Purchasing Coordinator of the City of Gilroy at 7351 Rosanna Street, Gilroy, CA 95020-6197 is soliciting Qualification Statement Submittals and Sealed Cost Proposals from qualified firms to complete the Design-Build of the new Santa Teresa Fire Station Construction Project No. 26-RFQ/P-PW-536 as described in the attached Request for Qualifications. Submittals will be accepted up until 4:00 PM, Thursday, May 28, 2026. All Design-Build Entities are required to submit five (5) hard copies of their Qualification Statement Submittals and Sealed Cost Proposals, as well as a USB containing both documents. Proposals received after that time and date will not be considered. The City of Gilroy accepts no responsibility if delivery is made to another location other than location specified above and/or delayed deliveries by your chosen carrier. An evaluation team will review submitted qualifications and select up to four of the best qualified firms to move into the Proposal Evaluation round, where proposals will be evaluated and scored to determine the bid winner. The selected Design-Build Entity will then be recommended to the City Council for an agreement to complete the project. A free electronic copy of the RFQ/P can be obtained by going to the City of Gilroy website (www.cityofgilroy.org). Respectfully Requested, Carina Baksa Purchasing Coordinator Page 57 of 256 i Table of Contents Request for Qualifications and Proposals ....................................................................................... 0 STATEMENT OF QUALIFICATIONS SUBMITTAL CHECKLIST ......................................... 2 ADDENDA ACKNOWLEDGEMENT ......................................................................................... 3 RFQ/P OVERVIEW ....................................................................................................................... 4 Introduction ................................................................................................................................. 4 Overview--Intent and Selection Process ..................................................................................... 5 Project Needs and Core Objectives ............................................................................................. 5 Schedule ...................................................................................................................................... 6 Proposal Submittal .................................................................................................................... 11 EVALUATION AND SELECTION PROCESS .......................................................................... 12 A. General ................................................................................................................................. 12 B. Responsiveness and Minimum Requirements (Pass/Fail) .................................................... 12 STEP 1 – QUALIFICATIONS EVALUATION (SOQ) .............................................................. 14 1. Firm and Design-Build Team Qualifications (20 Points) ..................................................... 14 2. Key Personnel and Organizational Structure (20 Points) ...................................................... 14 3. Relevant Project Experience and Past Performance (20 Points) ........................................... 14 4. Project Understanding and Approach (20 Points) ................................................................. 14 5. Schedule Approach and Delivery Capability (10 Points) ..................................................... 15 6. Project Controls and Risk Management (5 Points) ............................................................... 15 7. Subcontractor Strategy and Market Approach (5 Points) ..................................................... 15 STEP 2 – PROPOSAL EVALUATION (BEST VALUE) ........................................................... 16 1. Price / Lump Sum Proposal (50 Points) ................................................................................ 16 2. Project Schedule (10 Points) ................................................................................................. 17 3. Interview / Oral Presentation (40 Points) .............................................................................. 17 Clarifications ............................................................................................................................. 17 Best Value Determination ......................................................................................................... 17 Tie-Breaker ................................................................................................................................ 17 Deadline for Receipt of Submissions ........................................................................................ 18 RFQ/P Questions ....................................................................................................................... 18 ATTACHMENT 1 - DESIGN-BUILD AND PROGRESSIVE DESIGN-BUILD CONFLICT OF INTEREST POLICY AND GUIDELINES ATTACHMENT 2 - SAMPLE AGREEMENT FOR SERVICES, SCOPE OF WORK DOCUMENTS, AND INDEX OF CRITERIA DOCUMENTS Page 58 of 256 ii 26-RFQ/P-PW-536 Santa Teresa Fire Station Construction Project Table of Contents STATEMENT OF QUALIFICATIONS SUBMITTAL CHECKLIST SANTA TERESA FIRE STATION CONSTRUCTION PROJECT 26-RFQ/P-PW-536 _________________________________________________________________  NOTICE  In order to be eligible to submit for this RFQ/P, all interested parties are requested to send an email to Ryan Osenton no later than 5:00 PM, May 12, 2026 at the following email address: Ryan.Osenton@cityofgilroy.org Please include the following information in your email: • Contractor Name • Address • Email address • Telephone No. • Re: 26-RFQ/P-PW-536 This information will be used to send you addendums (if any). Failure to acknowledge addendums (if any) may cause your submittal to be judged non-responsive. __________________________________________________________________ The following documents/information must be filled out and/or included in the submittal in order to be considered for this project: ❑ 5 copies of Contractor Qualifications & required attachments & supporting information, as well as electronic copy of all documents in a USB card. ❑ 5 sealed copies of Contractor Cost Proposals, required attachments, & supporting information, as well as electronic copy of all documents in a USB card. ❑ Acknowledgement of Addenda numbers have been received (if any) and have been examined as part of the RFQ/P documents (see Addenda Acknowledgement page below). ❑ Deliver submittal package to City of Gilroy at address given by 4:00 PM, May 28, 2026. Page 59 of 256 iii ADDENDA ACKNOWLEDGEMENT We acknowledge that the following addenda have been received and have been examined as part of the RFQ/P documents: Addendum No. Date Received Initials __________________________________ Signature __________________________________ _____________________________________ Printed Name Date Page 60 of 256 iv RFQ/P OVERVIEW Introduction The City of Gilroy is a charter city located in southern Santa Clara County with a population of approximately 60,000. The City is a council-administrator form of government with the mayor elected at large for a four-year term and six City Councilmembers who are elected at large for four-year terms. Development activity in the original Gilroy town site dates back to the early 1800’s, with the City formally incorporating in 1870. Since then, the City has experienced several annexations and growth periods throughout the 20th and 21st centuries. Information regarding the City and its organization, such as government structure, services provided, the current Operating and Capital Budgets, Annual Financial Reports, and the most recent Comprehensive Fee Schedule, is available on the City website at www.cityofgilroy.org. The Santa Teresa Fire Station Construction Project (Project) will establish a modern, high- performing hub for fire and emergency response services in the City of Gilroy, advancing the City’s public safety capabilities through a thoughtfully phased, design-build approach. Located at the southeast corner of West Luchessa Avenue and Miller Avenue, the project will deliver a code- compliant, resilient facility designed to support fire personnel with efficient operations, durable infrastructure, and long-term adaptability. The Santa Teresa Fire Station is intended to serve Gilroy’s growing community by strengthening emergency response capabilities and enhancing public safety services for decades to come. The City of Gilroy is seeking interested and qualified contractors to submit statements of qualification about your firm’s ability to provide Design-Build Construction Services to the City for the construction of the new Santa Teresa Fire Station, and a separate sealed Cost Proposal to be evaluated if your firm advances through the Qualifications Evaluation. The Project will be delivered using a Design-Build delivery method under a single Agreement between the City and the Design-Build Entity (DBE). A Notice to Proceed will be issued upon the City’s acceptance of the Guaranteed Maximum Price, agreement on the Project Schedule and Completion Date, and execution of an Agreement confirming these terms. All work products and electronic files produced by the DBE shall become the property of the City and may be used by the City for any purpose, including continuation of the Project with another DBE should the need arise. The City intends to select a DBE consisting of a general contractor, architect, key sub consultants, and key trade contractors (collectively the Design-Build Entity or DBE) based on the evaluation process outlined in this RFQ/P. Your submission should clearly demonstrate how your firm’s resources and expertise can meet the construction needs of the City’s project. This Request for Qualifications and Proposal (RFQ/P) outlines the general scope of the City's project construction needs. Page 61 of 256 v Overview-Intent and Selection Process The intent of this RFQ/P is as follows: • To evaluate and select up to four DBE, based on Statement of Qualifications, to move into the Cost Proposal evaluation. • To evaluate and select one DBE from the Cost Proposals to be recommended to City Council for contract award to provide Design-Build Services for the Santa Teresa Fire Station Construction Project. The RFQ/P for the Santa Teresa Fire Station Construction Project will follow a two-step process. Any interested DBE will submit two separately sealed proposals. The first proposal will be your Statement of Qualifications. The City will evaluate each interested DBE’s specific qualifications and experience in construction of Design-Build projects and select up to four of the best qualified firms to advance into the second round of review. The selected firms will be notified of their advancement into the Design-Build Construction Services Proposals Evaluation Process by the City. The City and its consultant team will review the sealed Cost Proposals for evaluation and scoring. Following initial review and scoring, interviews will be held with the pre-approved firms. The City will select one of the pre-approved firms to be recommended to the City Council for the Design-Build Agreement (Agreement). The Agreement is subject to approval by the Gilroy City Council, and the Council reserves the right to not award any such Agreement. The City also reserves the right to select a non-pre- approved firm through a separate selection process if it determines that the needs of the City are best served by doing so. Project Needs and Core Objectives The City of Gilroy is seeking a qualified and collaborative Design-Build Entity (DBE) to deliver the Santa Teresa Fire Station in a manner that advances the City’s long term public safety goals while remaining cost effective, innovative, and responsive to the community. The City, through its project management consultant, Griffin Structures, Inc., will be involved in managing the project, attending pre-construction and periodic construction status meetings, as well as problem solving and approving change orders. The City will rely on the DBE for daily management of the Project. The selected DBE will be expected to align with the following core objectives: 1. Expedited Delivery A primary objective of the project is timely delivery. The DBE is expected to mobilize promptly, proactively coordinate design and construction activities, and sequence work efficiently to bring the Santa Teresa Fire Station online as early as practicable. 2. Cost Effectiveness and Ingenuity The City is committed to delivering a high-quality facility within available funding. The DBE should propose creative and cost-conscious solutions that maintain operational functionality, durability, and constructability while identifying opportunities for long term value and lifecycle cost savings. Value based decision making and efficiency in delivery are strongly encouraged. 3. Integrated Design and Construction Schedule Page 62 of 256 vi The project will be delivered using a design build approach. The DBE will receive 100 percent schematic level bridging documents and associated performance criteria, which are provided as Attachment 2, and will be responsible for advancing the project through design development, construction documents, permitting, and construction. A coordinated and proactive schedule that advances design and construction concurrently is critical to achieving project goals. The DBE shall also be responsible for coordination, design, and delivery of all required utility services, including off-site improvements and coordination with applicable agencies. 4. High Quality, Functional, and Future Ready Design The completed facility must support the operational, safety, and wellness needs of today’s fire personnel while allowing for future adaptability. This includes efficient space planning, durable and low maintenance materials, and thoughtful design strategies that enhance response times, resilience, and long-term performance. 5. Collaborative and Transparent Delivery Approach A strong and integrated working relationship among the DBE, the design team, and City stakeholders is essential to project success. The DBE must demonstrate a collaborative team structure, clear and proactive communication practices, and a proven track record delivering public sector design build projects, particularly fire stations or other public safety facilities. Schedule A draft schedule for this RFQ/P is given below. Please keep in mind that schedules are subject to change. RFQ/P Schedule Target Date(s) RFQ/P distributed to prospective DBEs and advertised April 24, 2026 Deadline for RFQ/P Questions and Comments (5:00 PM) May 12, 2026 Response to RFQ/P Questions Emailed (4:00 PM) May 14, 2026 RFQ/P Submissions due to the City of Gilroy ( 4:00 PM) May 28, 2026 Selection Committee evaluates RFQ submissions and selects up to four DBE for Pre-Approved list Week of June 1, 2026 Interviews with Pre-Approved DBE June 16, 2026 E-Mail Notice provided to all Pre-Approved DBE of decision June 19, 2026 City and chosen DBE initiate work on Design-Build Agreement June 22, 2026 City Council authorizes award of Design-Build Agreement subject to final negotiation and execution by the City Administrator June 29, 2026 Special City Council Meeting The City requests that all DBE’s submitting proposals set aside June 16, 2026, for potential interview sessions. The City is operating on a tight timeline and will need to conduct interviews on that date. City staff will notify DBE’s that advance to the interview stage on June 1, 2026, and will schedule the interviews at that time. Page 63 of 256 vii General Information 1. General Services. The City invites qualified DBEs to submit a Response which sets forth its ability to provide the Services, as more fully indicated herein. DBEs must have extensive experience with the Uniform Building Code (“UBC”), Title 24 of the California Code of Regulations. DBEs must have experience in the design and construction of public facilities, preferably fire stations, under both the Public Contract Code’s formal bidding process and under alternative construction delivery methods. 2. Design-Build Entity. An eligible DBE under Public Contract Code section 22161 (d), means a corporation, limited partnership, partnership, or other association that is capable of providing appropriately licensed contracting, architectural, and engineering services as needed pursuant to a design-build Agreement. Nothing in this RFQ/P is intended nor should be interpreted as contravening the provisions of the Public Contract Code. The DBE shall be fully knowledgeable of, and shall comply with, the provisions of Public Contract Code section 22161, et seq. 3. Project / Program Consultant. The City has, at its expense, retained the services of a construction/project manager to ensure compliance with agreed-upon specifications and other requirements. 4. Contract Requirements. A Design-Build Agreement between the City and the selected DBE will be executed that will outline the full requirements and expectations of the Project. 5. Indemnity. Pursuant to Public Contract Code section 20103.6, the Agreement with the DBE includes language requiring the Designer/Builder to indemnify the City to the furthest extent permitted by California law. 6. Skilled and Trained Workforce. Public Contract Code section 22164 (c) (1) states that a DBE must provide “an enforceable commitment that the entity and its subcontractors at every tier will use a skilled and trained workforce to perform all work on the project or contract that falls within an apprenticeable occupation in the building and construction trades in accordance with Section 2600 of the Public Contract Code.” 7. Bonds & Insurance. Pursuant to the Agreement, the DBE shall be required to obtain: a. A payment bond and performance bond to cover the contract amount for non-design services; and b. Errors and omissions insurance coverage sufficient to cover all design and architectural services provided in the Agreement. 8. Pre-Qualification. All proposers must submit by the date indicated in the RFQ/P Schedule. The City will notify each DBE of their prequalification status by the date indicated in the RFQ/P Schedule. The City will select up to four DBE to proceed with the proposal evaluation process. 9. Proposals Evaluation. The Pre-Approved proposers will be notified of their advancement into the Design-Build Construction Services Proposals Evaluation Process by the City. City Page 64 of 256 viii staff will review their sealed Cost Proposals for evaluation and scoring. Following interviews, the City will select one of the pre-approved firms to be recommended to the City Council for an agreement to complete the project. 10. Conflicts of Interest. Public Contract Code section 22162(c) requires the City to develop an organizational conflict-of-interest policy regarding the ability of a person or entity that performs services for the City relating to the solicitation of a design-build project to submit a proposal as DBE or to join a DBE team. The City’s organizational conflict-of- interest policy is included in Attachment 1. The City will strictly evaluate any potential or actual conflicts of interest to ensure avoiding even the appearance of impropriety in the procurement and performance of the services for the Project. The DBE selected to provide the Services will not be permitted to have any subsidiary, parent, holding company or affiliate of the selected DBE perform any construction work or submit a bid for the Project, without the prior written approval of the City that sufficiently addresses the conflict of interest issues, to the sole discretion of the City. The following entities are currently retained by the City and/or City’s consultants to assist in the development of the bridging and criteria documents and are precluded from being part of any DBE team: Entity Services LPA Design Studios Bridging Documents Architect Geocon Consulting Geotechnical Consultant Additional General Information 1. Addenda. If it becomes necessary to revise any part of this RFQ/P, an addendum or revision will be transmitted to all prospective DBEs by email. 2. Right to Reject. The City reserves the right to reject any or all submittals, or any part of the submittal, to waive minor technicalities, or to solicit new submittals on the same project, or on a modified project, which may include portions of the originally proposed project as the City may deem necessary in its interest. Submittals may be rejected for any alterations of form , additions or alternates not called for , incomplete submittals, erasures or irregularities of any kind. 3. False or Misleading Statements. Any submittals containing, in the opinion of the City, false or misleading statements will be rejected. 4. Incurring Costs. The City of Gilroy will not pay costs incurred in qualification submittal preparation, printing, or the negotiation process. All such costs shall be borne by the submitting DBE. Page 65 of 256 ix 5. News Release. News releases pertaining to this RFQ/P or to the award of a contract shall not be made without the prior written approval of the City. 6. Clarification of Submittals. The City reserves the right to obtain clarification information of any point in any DBE’s submittal or to obtain additional related information necessary to properly evaluate the submittal. Failure of a DBE to respond to a request for more information may result in the submittal being rejected. 7. Disclosure of Submittal Information. All submittals become a matter of public record once an Agreement is awarded. If a prospective DBE wishes to submit information that is considered confidential or proprietary, they must indicate in the submittal which portions of the material are confidential or proprietary, and why it is proprietary. The City will make reasonable efforts to protect the confidentiality of such material but makes no guarantees that such material may be protected. Entire submittals designated as confidential may be rejected. Prospective DBE’s must understand that the City must abide by the California Public Records Act (Government Code 6250, et seq.). 8. City Use of RFQ/P Ideas. The City reserves the right to use any or all prospective DBE service and project approach ideas presented. Selection or rejection of a DBE does not affect this right. 9. Reliance on Information. DBEs may rely only upon written information and/or instructions from the City, and the City shall not be responsible for any oral information and/or instructions given with regard to this RFQ/P. Any City response to a request for clarification by a DBE may be made in the form of an addendum to the RFQ/P, DBEs should await responses to inquiries prior to delivering their submittal. City response will be by email. All submitting DBEs shall provide the City with their email address. Additionally, the DBE may rely on the bridging documents for program and performance intent; however, the DBE shall be responsible for the completeness, coordination, constructability, and code compliance of the final design. 10. Notification of Withdrawal of Submittal. Proposer may modify or withdraw their submittal prior to the date and time specified for submittal submission by an authorized representative of that organization or by formal written notice. Submittals will become the property of the City of Gilroy after the submission deadline. 11. DIR Registration and Compliance Requirements. The DBE and all subcontractors, of every tier, shall be registered with a valid registration number from the Department of Industrial Relations pursuant to Labor Code §§ 1725.5 and 1771.1 for the duration of time that the DBE is performing the work under the construction documents. Neither the DBE nor any subcontractor shall be qualified to submit a Bid/Proposal or be listed in a Proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of work under the Agreement documents unless currently registered and qualified to perform public work pursuant to Section Labor Code §1725.5. The DBE shall not enter any subcontract without proof of the potential subcontractor’s registration. If an unregistered contractor submits a Proposal, the City will deem such Proposal as non- responsive. If any unregistered contractor or subcontractor performs work on this Project at any time, the City has the right to terminate the Agreement for cause. Page 66 of 256 x 12. Wage Rates. The DBE is required to comply with all applicable prevailing wage requirements and/or regulations, including but not limited to California Labor Code section 1773 et seq., and those requirements and regulations are deemed included in the proposal documents. State prevailing wage requirements are published by the Director of the State of California Department of Industrial Relations and may be found online at www.dir.ca.gov/. 13. Equal Employment Opportunity. The DBE shall comply with all applicable federal, state, and local laws, rules, and regulations regarding non-discrimination in employment because of race, color, ancestry, national origin, religion, sex, marital status, age, medical conditions, disability, or any other lawful reason. 14. Safety. Safety of City workers, the DBE’s workers and the general public is of primary importance to the City. The DBE and all sub-Contractors (if any) must adhere to all applicable federal, state, and City rules, regulations, and policies related to the safe execution of the work to be performed. This includes the use of proper safety gear (e.g., eye protection, hearing protection, reflective safety vests, etc.), and traffic control measures as per the Manual of Uniform Traffic Control Devices (latest edition), or other regulations as applicable. The City reserves the right to halt work in the event safety rules/regulations are not being followed until corrected to the satisfaction of the City. 15. License. In addition to all other requirements set forth in the Agreement, the successful DBE to whom the Agreement is awarded along with any subcontractors must obtain and keep in force throughout the progress of the service, a valid City of Gilroy Business License issued by the City of Gilroy prior to or concurrently with delivery of the executed Agreement. 16. Agreement Period. The Agreement, once approved by the City Council, is for the duration of the construction and closeout phase. Submission Requirements Statement of Qualifications (SOQ) SOQs shall not exceed thirty (30) pages, excluding cover letter, table of contents, tabs, resumes, and required forms. The SOQ shall include the following: 1. A dated Letter of Interest must be submitted, including the legal name of the DBE, address, telephone, emails, and the name, title, and signature of the person authorized to submit the SOQ on behalf of the DBE. Firm and Design-Build Team Qualifications 2. Key Personnel and Organizational Structure. Please include detail on how the DBE complies with applicable statutory requirements of the Business and Professions Code and Public Contract Code section 22161, et seq., including section 22161, which states: Page 67 of 256 xi (c) ‘Design-build’ means a procurement process in which both the design and construction of a project are procured from a single entity. (d) ‘Design-build entity’ means a corporation, limited partnership, partnership, or other association that is capable of providing appropriately licensed contracting, architectural, and engineering services as needed pursuant to a design-build contract. 3. Relevant Project Experience and Past Performance 4. Project Understanding and Approach 5. Schedule Approach and Delivery Capability including work commitments that might conflict with this Project. 6. Project Controls, Risk Management, and Agreement Exceptions 7. Subcontractor Strategy and Market Approach 8. Safety Record 9. Any requested Agreement exceptions. If a DBE has any comments or objections to the Sample Agreement attached hereto as Attachment 2 to this RFQ/P, it shall provide those comments or objections with specificity in its SOQ. Cost Proposal Submittal Proposal submittals shall be limited to ten (10) pages maximum, excluding the price proposal form. The required one (1) page CPM schedule shall be included within the page limit. The Proposal shall include the following: 1. Price Proposal (submitted separately) 2. Project Schedule (one-page CPM) Page 68 of 256 xii EVALUATION AND SELECTION PROCESS A. General The City will utilize a two-step selection process to identify the Design-Build Entity (DBE) that provides the best value for the Santa Teresa Fire Station Project. The process will consist of: 1. Step 1 – Qualifications Evaluation (Statement of Qualifications) 2. Step 2 – Proposal Evaluation (Best Value Determination) Only those firms determined to be most qualified in Step 1 will advance to Step 2. The award will be made to the proposer whose proposal represents the best value to the City, based on a combination of price and qualitative factors, in accordance with applicable provisions of the California Public Contract Code. B. Responsiveness and Minimum Requirements (Pass/Fail) Prior to evaluation, all submittals will be reviewed for responsiveness and minimum qualifications. Failure to meet any of the following requirements may result in the submittal being deemed non-responsive and rejected without further evaluation. Proposers shall meet the following minimum requirements: • Valid California Contractor’s License (Class B), held and active for a minimum of five (5) years without revocation or suspension • Current DIR Public Works Contractor Registration • Not currently debarred, disqualified, or otherwise ineligible to perform public works under California Labor Code • Submission of all completed and signed required forms and acknowledgements • Acceptance of the City’s Agreement requirements (or clearly identified exceptions) • Submittal prepared and delivered in accordance with the requirements of this RFQ/P Proposers shall also provide a description of any violations, assessments, or penalties related to prevailing wage, apprenticeship, or labor compliance laws within the past five (5) years, including resolution status. This will not be cause for disqualification, however, the City will consider these factors as part of the subsequent SOQ review processes. Page 69 of 256 xiii Additionally, proposers must answer the following questions. Responses that do not meet the criteria identified below may result in disqualification. Pass/Fail Questions (Essential Criteria) 1. Relevant Project Experience Has your Firm contracted for and completed construction of a minimum of: • Three (3) California public projects, • Each with a value of at least $5,000,000, and • All within the past five (5) years? (Please circle one) NOTE: You must list these projects in the as part of “Project References” in Step 1, category 3. YES NO NO = cannot prequalify 2. Contractor Licensing Does your firm currently hold all required contractor’s license(s) necessary to perform the work, and have those license(s) been continuously active for at least five (5) years without revocation or suspension? (Please circle one) YES NO NO = cannot prequalify 3. Debarment / Responsibility Status Has your firm or any associated firm been found non-responsible, debarred, disqualified, or otherwise prohibited from bidding on or performing public works in California within the past five (5) years? (Please circle one) YES NO YES = cannot prequalify 4. Contract Default or Termination Has your firm or any associated firm defaulted on a contract or been terminated for cause by a public agency within California within the past five (5) years, where such default or termination was upheld by a court or arbitrator? (Please circle one) YES NO YES = cannot prequalify 5. Criminal Convictions Has your firm, any associated firm, or any of their owners or officers been convicted within the past ten (10) years of a crime involving: • Bidding, awarding, or performance of a public contract • False claims to a public entity • Fraud, theft, or other acts of dishonesty (Please circle one) YES NO YES = cannot prequalify 6. Surety / Bonding Issues Within the past five (5) years, has a performance bond surety for your firm or any associated firm been required to: • Take over or complete a project • Supervise the work of a project • Pay amounts to third parties (Please circle one) YES NO YES = cannot prequalify If you answered: “NO” to questions 1-2 or “YES” to questions 3-6, then STOP. You are not eligible for prequalification at this time. Page 70 of 256 xiv STEP 1 – QUALIFICATIONS EVALUATION (SOQ) (Maximum 100 Points) Evaluation in this phase is based on demonstrated qualifications, experience, and general approach. Project-specific pricing, means and methods, and schedule commitments will not be evaluated until Step 2. The City will evaluate Statements of Qualifications and shortlist up to four (4) of the highest-ranked firms to advance to the Proposal Evaluation phase. 1. Firm and Design-Build Team Qualifications (20 Points) Evaluation will consider: • Demonstrated experience delivering Design-Build projects of similar size, scope, and complexity • Experience with public agency projects, particularly fire stations or public safety facilities • Experience advancing projects from schematic-level or bridging documents through construction 2. Key Personnel and Organizational Structure (20 Points) Evaluation will consider: • Qualifications and relevant experience of proposed key personnel (Project Manager, Superintendent, Lead Designer, etc.) • Demonstrated success of the proposed team working together • Clarity of roles, responsibilities, and team integration Note: Key personnel identified in the Proposal shall not be replaced without prior written approval from the City. 3. Relevant Project Experience and Past Performance (20 Points) Evaluation will consider: • Successful completion of similar projects (size, scope, delivery method) • Performance related to budget adherence, schedule compliance, and quality • Owner references and overall client satisfaction • History of claims, disputes, or terminations • Safety performance and demonstrated commitment to jobsite safety 4. Project Understanding and Approach (20 Points) Evaluation will consider: • Demonstrated understanding of the Project goals, constraints, and priorities • General approach to delivering Design-Build projects using bridging documents Page 71 of 256 xv • Approach to collaboration, communication, and coordination with public agencies 5. Schedule Approach and Delivery Capability (10 Points) Evaluation will consider: • Demonstrated ability to deliver projects on or ahead of schedule • General approach to developing and managing project schedules • Experience with overlapping design and construction activities (fast-tracked delivery) • Identification of typical schedule risks and mitigation strategies • Approach to identifying and procuring long-lead items to support expedited delivery 6. Project Controls and Risk Management (5 Points) Evaluation will consider: • Approach to cost tracking and budget management • Identification and management of project risks 7. Subcontractor Strategy and Market Approach (5 Points) Evaluation will consider: • Identification of key subcontractors and trade partners • Approach to subcontractor procurement and management Note: Upon completion of the Step 1 evaluation, the City will rank firms based on total scores and may shortlist up to four (4) of the highest-ranked proposers to proceed to Step 2. Scores from Step 1 will not carry forward to Step 2. Page 72 of 256 xvi STEP 2 – PROPOSAL EVALUATION (BEST VALUE) (Maximum 100 Points) Only those firms shortlisted through the Qualifications Evaluation phase will have their sealed proposals opened and evaluated. The purpose of Step 2 is to evaluate each proposer’s price proposal and confirm the capability of the proposed team to successfully deliver this specific Project. The City will not re-evaluate general qualifications or experience in this phase. 1. Price / Lump Sum Proposal (50 Points) Price will be evaluated using the following formula: Score = (Lowest Responsive Proposal Price ÷ Proposer’s Price) × 50 The lowest responsive proposal will receive the maximum score. The proposed price shall include all costs necessary to complete the Project in accordance with the Agreement Documents, including design, construction, general conditions, overhead, profit, bonds, insurance, and all associated services. As part of the Lump Sum Proposal, Proposers shall provide a summary of the proposed Contract Sum organized by major cost components, including: • Design services • General conditions/general requirements • Construction • Overhead and profit • Allowances • Contingency Detailed trade-level pricing is not required. Contingencies shall be clearly identified and will be reconciled to actual costs, with any unused amounts credited to the City. Proposers shall also identify key clarifications and exclusions associated with their Proposal, including those related to site conditions, utilities, permitting, and the completeness of the bridging documents. The Proposal Price shall represent the Proposer’s committed Contract Sum to deliver the Project based on the bridging documents and performance criteria provided. Following award, the selected Design-Builder will be responsible for advancing the design and completing the Project within the proposed Contract Sum, subject to adjustments only as permitted under the Agreement. The City reserves the right to request negotiated time-and-materials rates from the selected DBE for use in evaluating potential change orders or additional services. Such rates will not be used as part of the proposal evaluation. Page 73 of 256 xvii 2. Project Schedule (10 Points) Proposers shall provide a one (1) page Critical Path Method (CPM) schedule illustrating major design, approval, procurement, and construction activities. Evaluation will consider: • Logical sequencing of major activities • Identification of key milestones and critical path • Overall reasonableness and alignment with the City’s desired timeline • Demonstrated understanding of schedule drivers for this Project • Identification of opportunities for early work packages or phased construction to support expedited delivery 3. Interview / Oral Presentation (40 Points) Shortlisted proposers will be invited to participate in an interview with the City’s Selection Committee. It will be at the City’s discretion as to whether interviews will be held in-person or virtually. Please hold June 16, 2026 (all day) for potential interview. The purpose of the interview is to: • Validate the proposer’s understanding of the Project • Confirm the team’s ability to successfully execute the work • Evaluate communication, collaboration, and problem-solving capabilities The City may include a scenario-based discussion or charrette as part of the interview process. Evaluation will be limited to the criteria identified above. Clarifications The City reserves the right to request written clarifications from proposers during the evaluation process. Clarifications shall not result in any change to the proposer’s price. Best Value Determination The Selection Committee will evaluate and score all proposals and recommend the proposer that, in its judgment, provides the best value to the City based on the criteria set forth herein. The City reserves the right to: • Reject any or all proposals • Waive minor irregularities • Negotiate with the highest-ranked proposer If an agreement cannot be reached, the City may proceed with the next highest-ranked proposer. Tie-Breaker In the event of a tie: Page 74 of 256 xviii 1. The proposer with the higher Interview score will be ranked higher 2. If still tied, the proposer with the lower price will be ranked higher Response Submission Each responding DBE must provide five (5) printed copies of the SOQ along with an electronic version on a USB card) as well as five (5) printed copies of the Proposal and USB card in a separate sealed envelope identified as “PROPOSAL FOR SANTA TERESA FIRE STATION” the address noted below. It is recommended that you provide an email along with information regarding anticipated delivery of the package to ryan.osenton@cityofgilroy.org, with a copy to carina.baksa@cityofgilroy.org. The email shall refer to the DBE’s company name and “Santa Teresa Fire Station Construction Project Qualifications and Proposal”. All submissions must be sealed in a package showing the following information on the outside and addressed to: Attn: Carina Baksa City of Gilroy - Purchasing Division 7351 Rosanna Street Gilroy, CA 95020 RE: No. 26-RFQ/P-PW-536 Santa Teresa Fire Station Construction Project The submission package must be delivered to the above address prior to the deadline for receipts of submissions. All respondents who mail or ship their submissions must allow sufficient delivery time to ensure receipt of their submissions by the time specified. Late submissions will be considered non-responsive. Deadline for Receipt of Submissions All submissions must be received by the Purchasing Division, City of Gilroy, 7351 Rosanna Street, Gilroy, CA, 95020 by 4:00 P.M. on Thursday, May 28, 2026. RFQ/P Questions Direct questions regarding this RFQ/P, via email, no later than Tuesday, May 12, 2026, at 5:00 PM to the following: Ryan Osenton, Project Manager (408) 846-0277 Ryan.Osenton@cityofgilroy.org and Nisha Patel, City Engineer (408) 846-0531 nisha.patel@cityofgilroy.org Page 75 of 256 1 ATTACHMENT 1 - DESIGN-BUILD AND PROGRESSIVE DESIGN-BUILD CONFLICT OF INTEREST POLICY AND GUIDELINES A Contractor that enters into an initial contract to perform pre-construction work for a Design-Build Project may be considered an “officer” of the City and thus may have an organizational conflict-of- interest with respect to subsequent contracts for the same project. (Government Code section 1090) A Contractor may be considered a City officer if they engage in or advise on the making of the subsequent contract. For example, a Contractor may be considered a City officer if they prepare or assist the City with a portion of the City’s request for proposals, request for qualifications, or other solicitation regarding a subsequent contract with the City. A Contractor that participated in the making of a subsequent contract is prohibited from submitting a proposal for a project that pertains to that subsequent contract, either individually, or by joining a project team, unless the Contractor’s participation falls within one of the exceptions defined in Government Code section 1097.6. That section provides in part as follows, and the entire section is incorporated into this document by reference: (a) (1) For a public entity that has entered into a contract with an independent contractor to perform one phase of a project and seeks to enter into a subsequent contract with that independent contractor for a later phase of the same project, the independent contractor is not an “officer” under this article if the independent contractor’s duties and services related to the initial contract did not include engaging in or advising on public contracting on behalf of the public entity. (2) For purposes of this section, “engaging in or advising on public contracting” means preparing or assisting the public entity with any portion of the public entity’s preparation of a request for proposals, request for qualifications, or any other solicitation regarding a subsequent or additional contract with the public entity. (b) (1) If an independent contractor is an officer under subdivision (a), then it is not a violation of this article for the public entity to enter into a subsequent contract with that independent contractor for a later phase of the same project if the independent contractor did not engage in or advise on the making of the subsequent contract during its performance of the initial contract. (2) For purposes of this section, an independent contractor does not “engage in or advise on the making of the subsequent contract” by participating in the planning, discussions, or drawing of plans or specifications during an initial stage of a project if that participation is limited to conceptual, preliminary, or initial plans or specifications and all bidders or proposers for the subsequent contract have access to the same information, including all conceptual, preliminary, or initial plans or specifications. A Contractor that has been awarded a contract, prior to entering a contract with other agents or subcontractors, shall ensure that its agents and subcontractors do not have a conflict-of-interest pursuant to Government Code section 1090 or this Conflict of Interest Policy. Page 76 of 256 2 If a conflict-of-interest is discovered after a contract award, the Contractor must make an immediate and full written disclosure to the City. Resolution of any conflict or potential conflict will be at the sole discretion of the City. Every contract or subcontract made in violation of Government Code section 1090 or this Conflict of Interest Policy may be voided. (Government Code section 1092) If the contract is voided, terminated, amended, or cancelled, the City assumes no obligation, responsibility, or liability to reimburse all, or part of the costs incurred or alleged to have been incurred by the Contractor. Additionally, the City shall be entitled to recover any and all payments made to the Contractor subsequent to the date when the Contractor became aware of or should have become aware of the existence of the conflict-of-interest. INCORPORATION BY REFERENCE This Conflict of Interest Policy shall be incorporated by reference into and included as part of all City of Gilroy Design-Build project requests for qualifications and requests for proposals, and all City of Gilroy Design-Build contracts. Page 77 of 256 3 ATTACHMENT 2 - SAMPLE AGREEMENT FOR SERVICES This sample agreement is current as of the date of this RFQ/P but is subject to change at the City’s discretion. DESIGN-BUILD AGREEMENT FOR CITY OF GILROY SANTA TERESA FIRE STATION CONSTRUCTION PROJECT PROJECT No. 26-RFQ/P-PW-536 DESIGN-BUILD AGREEMENT This Design-Build Agreement ("Agreement") is made this day of ________, 2026 ("Agreement Date") by and between the CITY OF GILROY ("City"), having a principal place of business at 7351 Rosanna Street, Gilroy, California and a [type of entity] ("Design-Build Entity" or “DBE”) ____________________, having a principal place of business at ___________________________________________________. for the design, management, and construction of Santa Teresa Fire Station located at 1330 W Luchessa Ave, Gilroy, CA 95020 ("Project"). ARTICLE 1 TERM OF AGREEMENT This Agreement will become effective on and will continue in effect through unless terminated in accordance with the provisions of Article 7 of this Agreement. Page 78 of 256 ARTICLE 2 INDEPENDENT CONTRACTOR STATUS It is the express intention of the parties that the Design-Build Entity (DBE) is not an employee, agent, joint venturer or partner of CITY. Nothing in this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between CITY and DBE or any employee or agent of DBE. Both parties acknowledge that DBE is not an employee for state or federal tax purposes. DBE shall not be entitled to any of the rights or benefits afforded to CITY’S employees, including, without limitation, disability or unemployment insurance, workers’ compensation, medical insurance, sick leave, retirement benefits or any other employment benefits. DBE shall retain the right to perform services for others during the term of this Agreement. ARTICLE 3 CONTRACT DOCUMENTS AND INTERPRETATION 3.1 DEFINITIONS The meanings of all capitalized terms used in the Contract Documents and not otherwise defined herein are contained in the General Conditions. If not defined in the General Conditions, they shall have the meanings assigned to them elsewhere in the Contract Documents. If not defined in the General Conditions or elsewhere, they shall have the meanings reasonably understood to apply to them by the context of the portion of the Contract Documents where such terms are used. 3.2 CONTRACT DOCUMENTS The "Contract Documents" except for modifications issued after execution of this Agreement, consist of the following documents, all of which are either attached hereto as exhibits or are incorporated herein by this reference: 3.2.1 This Agreement, including all Exhibits and attachments: 3.2.1.1 Exhibit A – Site Legal Description 3.2.1.2 Exhibit B – Scope of Work and Index of Criteria Documents 3.2.1.3 Exhibit C – Performance Bond 3.2.1.4 Exhibit D – Payment Bond (Labor and Material) 3.2.1.5 Exhibit E – DBE's Project Representation and Key Personnel 3.2.1.6 Exhibit F – Milestone Schedule 3.2.1.7 Exhibit F – Submittal Schedule 3.2.2 RFP Documents, DBE Proposal, Best and Final Offer. The RFP Documents, the DBE Proposal (if no Best and Final Offers have been submitted) or (if Best and Final Offers have been submitted) the DBE's last submitted Best and Final Offer (including, in the case of a Best and Final Offer that is an amendment to a DBE Proposal, any portion of the DBE's Proposal expressly stated to be a part of the DBE's Best and Final Offer); provided, however, that, with the exception of Approved Deviations, the Contract Documents shall not include any portion of the DBE Proposal or a Best and Final Offer that deviates from the Project criteria. Page 79 of 256 3.2.3 General Conditions TBD 3.2.4 Supplemental and Special Conditions. The following Supplemental and Special Conditions: Document Title Pages TBD 3.2.5 Final Construction Documents. The Final Construction Drawings to be hereafter prepared by the DBE that are approved by the City in accordance with the terms of the Contract Documents; provided, however, that, in the exception of Approved Deviations, the Contract Documents shall not include any portion of the DBE Proposal or a Best and Final Offer that deviates from the Project criteria. 3.2.6 Addenda. The following Addenda listed below: TBD 3.3 REFERENCE DOCUMENTS The following Reference Documents are not considered Contract Documents and were provided to the DBE for informational purposes. DBE may rely upon the technical data contained in such documents but not upon non-technical data, interpretations, opinions or provisional statements contained therein: 3.3.1 [to be inserted after award] 3.4 ENTIRE AGREEMENT The Contract Documents represent the entire and integrated agreement between City and DBE, all other representations or statements, whether verbal or written, are merged herein. The Design- Build Agreement may be amended only by written modification. ARTICLE 4 THE WORK 4.1 SCOPE OF WORK DBE shall provide, furnish, and perform all necessary planning, architectural, engineering, and all other design services of any type, procurement, permitting and support services, construction, landscaping, clean-up, and all other construction services of any type, provide and furnish all necessary supplies, materials and equipment (except those to be provided by City, if any) and all necessary supervision, labor, and services required for the complete engineering, design, procurement, quality assurance, construction and all necessary installation, start-up and testing required for a complete, operational, and fully functional Project, as further described in DBE's Best and Final Proposal (hereinafter, the all-inclusive obligations of the DBE set forth in this sentence shall be referred to as the "Work"). Except with regard to any material to be provided and/or installed by City, DBE shall fully commission and turn over a complete operational, and Page 80 of 256 fully functional Project to City. Without limiting the generality of this Section, DBE shall provide the following work and services: 4.1.1 DBE shall prepare complete designs, engineering, working drawings, shop drawings and generate drawings and/or engineering analysis setting forth in detail the specifications and requirements for the purchasing and procurement of the services, materials and equipment and for the construction of the complete, operational, and fully functional Project, and shall furnish the services of all necessary supervisors, engineers, designers, draftsmen, and other personnel necessary for preparation of those drawings and specifications required for the Work, including the pertinent information for electrical services, water, sewer connections and any other utilities, as required. 4.1.2 DBE shall provide, install and complete as specified and pay for all labor, materials and equipment, tools, supplies, construction equipment and machinery, construction, start-up and testing, utilities, transportation, and other facilities and services (including any temporary materials, equipment, supplies and facilities) necessary for the proper execution and completion of the complete, operational, and fully functional Project, including the permanent interconnection for electricity, natural gas, water supply, and any other utilities and demonstration of fully satisfactory operation of all systems and equipment. 4.1.3 DBE shall supervise and direct the Work, and shall furnish the services of all supervisors, forepersons, skilled and unskilled labor, and all other personnel necessary to design and construct the complete, operational, and fully functional Project. DBE shall provide, manage and organize such personnel as necessary to complete the Work in accordance with all requirements of the Contract Documents. 4.1.4 DBE shall obtain, at DBE expense any required City Business License. The DBE is required to submit for and receive building and related permits. Building plan check and permit fees and applicable connection, capacity and impact fees will be paid for by the City. DBE shall design and construct complete, operational, and fully functional Project in full compliance with all applicable laws, codes and standards (both public and private), including but not limited to, the standards included and warranties expressed in the Contract Documents and manufacturer's recommendations pertaining to individual items of equipment or systems. 4.2 STANDARD OF PERFORMANCE In addition to and without limiting DBE’s other obligations under the Contract Documents, DBE shall at all times in its performance of its obligations under the Contract Documents conform to the following general standards of performance: 4.2.1 Comply with the requirements of the Contract Documents; 4.2.2 Comply with Applicable Laws; 4.2.3 Conform to the standard of care applicable to those who provide design-build project services and construction of the type called for by this Design-Build Contract for projects of a scope and complexity that is comparable to the Project; 4.2.4 Furnish efficient business administration of the Work, utilizing sufficient senior level management and other qualified personnel to manage the Work; and 4.2.5 Apply its best and highest skill and attention to completing the Work in an Page 81 of 256 expeditious and economical manner, consistent with the expressed best interests of the C ity and within the limitations of the Contract Sum and Contract Time. ARTICLE 5 TIME FOR PERFORMANCE 5.1 CONTRACT TIME The Date of Commencement of the Work shall be fixed in a Notice to Proceed issued by the City. If City's issuance of a Notice to Proceed is delayed due to DBE's failure to return a fully-executed Agreement, insurance documents or bonds within fourteen (14) calendar days after the date of award of the Contract, one (1) calendar day will be deducted from the number of days to achieve Substantial Completion of the Work for every day of delay in City’s receipt of such documents. This right is in addition to and does not affect City’s right to demand forfeiture of DBE's bid Security, or any other rights or remedies available to City if DBE persistently delays in providing the required documentation. DBE agrees to promptly commence the Work after the Notice to Proceed is issued by the City, to achieve Substantial Completion of the entire Work within ____calendar days after the Date of Commencement ("Agreement Time") and to achieve Final Completion of the Work within the time fixed by the City in the Certificate of Substantial Completion. The Agreement Time may be extended only with the written authorization of the City. 5.2 LIQUIDATED DAMAGES 5.2.1 City and DBE recognize that time is of the essence if this Agreement and that the City may suffer financial loss in the form of lost grant funds, additional contract administration expenses, loss of public use if the Work is not completed within the Contract Time, including any extensions thereof allowed in accordance with the Contract Documents. 5.2.2 DBE and City agree to liquidate damages with respect to DBE's failure to achieve Substantial Completion of the Work within the Contract Time. The Parties intend for the liquidated damages set forth herein to apply to this Contract as set forth in Government Code Section 53069.85. DBE acknowledges and agrees that the liquidated damages are intended to compensate City solely for DBE's failure to meet the deadline for Substantial Completion and shall not excuse DBE from liability from any other breach, including any failure of the Work to conform to the requirements of the Contract Documents. 5.2.3 In the event that DBE fails to achieve Substantial Completion of the Work within the Contract Time, DBE agrees to pay City $10,000 per day for each calendar day that Substantial Completion is delayed. 5.2.4 DBE acknowledges and agrees that the foregoing liquidated damages have been set based on an evaluation by City of damages that it will incur in the event of the late completion of the Work. DBE and City agree that because of the nature of the Project it would be impractical or extremely difficult to fix the amount of actual damages incurred by the City due to a delay in completion of the Work. Accordingly, the City and DBE have agreed to such liquidated damages to fix DBE’s costs and to avoid later disputes. It is understood and agreed by DBE that any liquidated damages Page 82 of 256 payable pursuant to this Agreement are not a penalty and that such amounts are not manifestly unreasonable under the circumstances existing as of the effective date of this Agreement. 5.2.5 It is further mutually agreed that City shall have the right to deduct liquidated damages against progress payments or retainage and that the City will issue a unilateral Construction Change Directive and reduce the Contract Sum accordingly. In the event the remaining unpaid Contract Sum is insufficient to cover the full amount of liquidated damages, DBE shall pay the difference to City. ARTICLE 6 CONTRACT SUM 6.1 CONTRACT SUM 6.1.1 Total Compensation. City shall pay the DBE in current funds for the DBE’s complete performance of the Work in accordance with the Contract Documents the Contract Sum of [ insert amount ] Dollars ($ ). 6.1.2 Design Fee. The Contract Sum includes a Design Fee of [ insert amount ] Dollars ($ ). The sole purpose of the Design Fee is to determine: (1) the compensation City is obligated to pay to DBE under Article 13 of the General Conditions in the event the DBE is terminated, by either the City or DBE, for cause or convenience, prior to commencement of any physical construction at the Site; and (2) the amount that the DBE is entitled pursuant to Paragraph 9.3 of the General Conditions to include in its Applications for Payment seeking progress payments for the design and non-design portions of the Work. 6.1.3 All Inclusive Price. The Contract Sum is the total amount payable by City to DBE for performance of the Work under the Contract Documents and is deemed to cover all costs arising out of or related to the performance of the Work, including, without limitation, the effects of natural elements upon the Work, unforeseen difficulties or obstructions affecting the performance of the Work (including, without limitation, unforeseen conditions at the Site that do not constitute Differing Site Conditions and fluctuations in market conditions and price escalations (whether occurring locally, nationally or internationally) from any cause, including, without limitation, causes beyond the control or foreseeability of the DBE. 6.2 ALTERNATES The Contract Sum is based upon the following Alternates described in the RFQ/P Documents, which are hereby accepted by the City: Number Description Dollar Amount To be added later 6.3 UNIT PRICES Page 83 of 256 The following unit prices are agreed to by the DBE and City: Description Measurement Unit Dollar Amount To be added later 6.4 PAYMENT BY ELECTRONIC FUND TRANSFER DBE shall accept all payments from City via electronic funds transfer (EFT) directly deposited into the DBE’s designated checking or other bank account. DBE shall promptly comply with directions and accurately complete forms provided by City required to process EFT payments. ARTICLE 7 DBE’S DUTIES AND RESPONSIBILITIES 7.1 GENERAL SCOPE OF WORK 7.1.1 DBE shall furnish all design and other Services, provide all materials and undertake all efforts necessary or appropriate to construct the Project in accordance with the requirements of the Agreement Documents, all governmental approvals, the approved Construction Documents, all Applicable Law, and all other applicable safety, environmental and other requirements taking into account the constraints affecting the Project Site. Except as otherwise specifically provided in this Contract, all materials, services and efforts necessary to achieve Substantial Completion of the Project and elements thereof on or before the deadlines provided in the Contract Documents shall be DBE’s sole responsibility. The costs of all such materials, services and efforts are included in the Contract Sum. 7.1.1 The scope of Services to be provided by DBE is set forth in the Contract Documents as more particularly described in Exhibit B and the Criteria Documents. 7.1.2 The DBE and all Subcontractors, shall obtain a Business License from the City prior to commencement of Work. 7.2 BEFORE STARTING WORK DBE shall submit the following to City for review and acceptance within fourteen (14) calendar days after the Date of Commencement fixed in City's Notice to Proceed, and as a condition to payment: (i) detailed Project Schedule including each deadline specified in the Contract Documents; (ii) Schedule of Submittals; (iii) material Procurement Schedule; and (iv) a Schedule of Values in accordance with the requirements of the General Conditions and other Contract Documents. 7.3 INITIAL CONFERENCE Within twenty (20) calendar days after the Date of Commencement fixed in City's Notice to Proceed, a conference attended by City and DBE and others as appropriate will be held to establish a working understanding among the Parties as to the Work and to discuss the design concepts, updating schedules, progress meetings, procedures for handling submittals, processing Application for Payment, maintaining required records, coordination with DBE Team Members, and other Project administration matters. 7.4 EVALUATION OF PRELIMINARY SUBMITTALS Page 84 of 256 At least ten (10) calendar days before submission of the first Application for Payment, a conference attended by DBE, City and others as appropriate, will be held to review for acceptability the submittals required by the Contract Documents. No progress payment shall be made to DBE until the required submittals are acceptable to City. The detailed Project Schedule will be acceptable to City providing an orderly progression of the Work to completion within any specified Milestones and the Contract Time, but such acceptance will neither impose on City responsibility for the sequencing, scheduling or progress of the Work nor interfere with nor relieve D BE from DBE’s full responsibility, therefore. The format and structure of the Project Schedule will be set forth in the Contract Documents and approved by City. City's acceptance shall not be deemed to confirm that the schedule is a reasonable plan for performing the Work. DBE's schedule of submittal will be acceptable to City as providing a workable arrangement for reviewing and processing the required submittals. 7.5 DESIGN PROFESSIONAL LICENSING REQUIREMENTS City does not intend to contract for, pay for, or receive any design services which are in violation of any professional licensing laws, and by execution of this Contract, DBE acknowledges that City has no such intent. It is the intent of the Parties that DBE is fully responsible for furnishing the design of the Project, although the fully licensed design firms designated as members of the Design Team, will perform the design services required by the Contract Documents. Nothing in this Article shall create a contractual relationship between such Persons and the City. 7.6 STANDARD OF CARE All design Services performed by DBE, the Design Team Members, Subcontractors, and their employees identified by the DBE or other persons approved by the City shall be performed in an expeditious and professional manner using architects, engineers and other professionals properly licensed and duly qualified in the jurisdiction in which the Project is located. The professional obligations of such persons shall be undertaken and performed in the interest of the DBE. All design Services performed pursuant to this Agreement shall be performed with the degree skill and learning ordinarily possessed by architects and engineers in good standing in the community regularly engaged in the design and construction of an improvement such as this Project and must apply that knowledge with the diligence ordinarily exercised by reputable architects and engineers under similar circumstances ("Standard of Care"). 7.7 CONSTRUCTABILITY AND COORDINATION REVIEWS On at least a monthly basis or such other intervals identified in the Contract Documents, DBE shall meet with the CIty, its Separate Contractors, and consultants to coordinate the Construction Documents, including the design of building systems delegated to the DBE, for the purpose of continuing construction feasibility, identifying conflicts, missing information or gaps in the planned scope of Work and to take appropriate action to ensure the full scope of intended Work is performed efficiently and economically. 7.8 DESIGN DEVELOPMENT DOCUMENTS – PHASE 1 After City’s issuance of the Notice to Proceed and within the times set forth in the Project Schedule accepted by City, DBE shall: 7.8.1 Consult with City to fully understand City's requirements for the Project and review available data; Page 85 of 256 7.8.2 Advise City as to the necessity of City's providing or obtaining from others additional reports, data or services and assist City in obtaining such reports, data, or services; 7.8.3 Identify and analyze requirements of governmental authorities having jurisdiction to approve the portions of the Project designed or specified by DBE with whom consultation is to be undertaken in connection with the Project; and 7.8.4 Review Criteria Documents provided by City. 7.8.5 Prepare plot plans, landscape, irrigation, civil, architectural, structural, mechanical and electrical floor, elevations, cross-sections and other required drawings; and outline specifications describing the size, character, and quality of the entire Project in its essentials as to kinds and locations of materials, and type of structural, mechanical and electrical systems. 7.8.6 Furnish the above documents, drawings, calculations and specifications to and review them with City for approval within the time indicated in the approved Project Schedule at increments of at least 50% and 100% completion of the Design Development Documents. 7.9 CONSTRUCTION DOCUMENTS – PHASE 2 After written acceptance by City of the Design Development Documents, DBE shall: 7.9.1 On the basis of the accepted Design Development Documents, prepare final Construction Documents showing the scope, extent, and character of the construction to be performed and furnished by DBE including technical drawings, schedules, diagrams, calculations, and specifications (which, unless otherwise approved by City, will be prepared, where appropriate, in general conformance with the Construction Specifications Institute) setting forth the requirements for construction of the Work which shall provide information customarily necessary for the use of those in building trades. 7.9.2 Provide technical criteria, written descriptions and design data required for obtaining approvals of such governmental authorities as have jurisdiction to review or approve the final design of the Project and assist City in consultations with appropriate authorities. 7.9.3 Furnish the above documents, drawings, calculations and specifications to and review them with City for approval within the time indicated in the approved Project Schedule at increments of at least 50% and 100% completion of the Construction Documents. After City’s approval of the final Construction Documents, said documents shall be deemed to be incorporated as Contract Documents. DBE shall not proceed with the construction phase unless and until it receives City's written approval of the Construction Documents or portions thereof. 7.9.4 DBE shall submit to City Construction Documents setting forth in detail drawings and specifications describing the requirements for construction of the Work. The Construction Documents shall be consistent with the latest set of interim design submissions, as such submissions may have been modified in a design review meeting. The parties shall have a design review meeting to discuss, and City shall review and approve, the Construction Documents in accordance with the procedures set forth herein. DBE shall proceed with construction in accordance with the approved Contract Documents and shall submit one set of approved Construction Documents by City prior to commencement of construction. The DBE shall prepare Construction Documents for the entire Project in full compliance with all applicable building codes, ordinances, and other regulatory authorities including any local adopted Page 86 of 256 amendments. The Construction Documents shall at a minimum comply with all applicable California State Building Codes to include, but not limited to, Title 8 (Industrial Relations) Title 17 (Public Health), and Title 24 (Building Standards). The completed Construction Documents are to be delivered to the City and shall consist of the following: (1) Drawings — Furnish complete construction drawings, structural calculations, and project specifications in electronic format suitable for download by prospective bidders. All documents shall have undergone prior plan review to the extent necessary to obtain permit approval from the City of Gilroy Building and Safety Division and shall enable responsible party to obtain all required permits. Electronic delivery shall be via secure cloud file share or secure FTP (SFTP). Printed sets shall be provided only upon the City’s written request. (2) Specifications — Responsible party shall deliver final, approved specifications in editable Microsoft Word format (most recent Windows-compatible version) and as searchable PDF/A files. Specification sections shall be organized to conform to the current CSI Master Format. Where manufacturer brand names are identified, the Contractor shall list a minimum of two acceptable manufacturers followed by the phrase “or equal” to preserve competitive bidding in accordance with applicable public contracting laws and regulations. All submissions shall include a digital index and embedded metadata for each file. 7.9.5 City's review and approval of interim design submissions and the Agreement Documents is for the purpose of mutually establishing a conformed set of Agreement Documents compatible with the requirements of the Work. Neither City's review nor approval of any interim design submissions and Construction Documents shall be deemed to transfer any design liability from DBE to City. 7.10 CONSTRUCTION – PHASE 3 DBE shall perform Construction Phase Series in accordance with the requirements of the General Conditions. 7.10.1 Construction Services shall be performed by DBE and/or by qualified and licensed DBE, Subcontractors and suppliers who are selected, paid and acting in the interest of the DBE in accordance with the procedures outlined in the Contract Documents. 7.10.2 The DBE shall keep the City informed of the progress and quality of the Work in the form of periodic written reports, as determined by the City but no less than monthly. 7.10.3 As a condition to final payment to DBE, each Design Team Member shall provide written certification that the Work has been constructed in accordance with the Contract Documents and the design provided by such person. 7.10.4 DBE acknowledges that release of any portion of the retention withheld by City will not occur until, at a minimum, thirty-five (35) days following the City’s filing of the Notice of Completion. Release of any retention is subject to the requirements in the General Conditions, including, but not limited to General Conditions Section, Substantial Completion, and Final Completion. 7.11 EMPLOYMENT REGULATION AND SUPERVISION REQUIREMENTS 7.11.1 DBE shall comply with California Labor Code section 1725.6. The requirements include, but are not limited to, the following: 7.11.1.1 No contractor or subcontractor may be listed on a bid proposal (submitted on or after March 1, 2015) for a public works project unless registered with the Page 87 of 256 Department of Industrial Relations (DIR) pursuant to Labor Code Section 1725.5, with limited exceptions from this requirement for bid purposes only as allowed under Labor Code Section 1771.1(a).. 7.11.1.2 No contractor or subcontractor may be awarded a contract for public work or perform work on a public works project (awarded on or after April 1, 2015) unless registered with the DIR pursuant to Labor Code Section 1725.5. 7.11.1.3 This Project is subject to compliance monitoring and enforcement by the DIR. 7.11.1.4 As required by the DIR, DBE is required to post job site notices, as prescribed by regulation, regarding compliance monitoring and enforcement by the DIR. 7.11.1.5 DBE and all of its subcontractors at every tier must submit certified payroll records online to the Labor Commissioner for all new public works projects issued on or after April 1, 2015, and for all public works projects, new or ongoing, on or after January 1, 2016. 7.11.1.5.1 The certified payroll must be submitted in a format prescribed by the Labor Commissioner at least monthly to the Labor Commissioner. 7.11.1.5.2 The City reserves the right to require DBE and all subcontractors at every tier to submit certified payroll records more frequently than monthly to the Labor Commissioner. 7.11.1.6 Registration with the DIR and the submission of certified payroll records to the Labor Commissioner are not required if the public works project is $25,000 or less when the project is for construction, alteration, demolition, installation or repair work, or if the public works project is $15,000 or less when the project is for maintenance work. 7.11.1.7 Labor Code Section 1771.1(a) states the following: “A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.” 7.12 INSURANCE DBE agrees to provide the City with Certificates of Insurance evidencing the required insurance coverage at the time DBE executes the Agreement with the City. 7.13 SKILLED AND TRAINED WORKFORCE The DBE shall comply with all of the requirements of Public Contract Code Section 22164(c). As required by this section DBE agrees that it “and its subcontractors at every tier will use a skilled and trained workforce to perform all work on the project or contract that falls within an apprenticeable occupation in the building and construction trades.” DBE agrees that it and all of its subcontractors at every tier will comply with the requirements of Public Contract Code Section 22164(c) and will provide the City with written evidence that DBE and all of its subcontractors at Page 88 of 256 every tier are complying with these requirements by the 10th day of each month that Work is performed. ARTICLE 8 DBE'S REPRESENTATIONS AND WARRANTIES In order to induce City to enter into this Agreement, DBE makes the following representations and warranties: 8.1 DBE has visited the Site and has reasonably examined the nature and extent of the Work, Site, locality, actual conditions, as-built conditions, and all local and federal, state and local laws and regulations that in any manner may affect cost, progress, perfo rmance or furnishing of Work or which relate to any aspect of the design and the means, methods, techniques, sequences or procedures of construction to be employed by DBE and safety precautions and programs incident thereto. 8.2 DBE has reasonably examined all reports of exploration and tests of subsurface conditions, as-built drawings, drawings or reports, available for design and construction purposes, of physical conditions, including those which are identified in Paragraph 1.3 hereinabove, or which may be apparent at the Site and accepts the criteria set forth in these documents and the General Conditions to the extent of the information contained in these documents upon which the DBE is entitled to rely. DBE agrees that except for the information so identified, DBE does not and shall not rely on any other information contained in these documents. 8.3 After contract award, DBE, will conduct or obtain any additional examinations, investigations, explorations, tests, reports and studies, including but not limited to geotechnical investigations upon which the design will be based, that pertain to the surface and subsurface conditions, as-built conditions, underground facilities and all other physical conditions at or contiguous to the Site as DBE considers necessary for the performance or furnishing of Work at the Contract Sum, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 8.4 DBE has correlated its knowledge and the results of all such observations, examinations, investigations, explorations, test, reports and studies with the terms and conditions of the Contract Documents. 8.5 DBE has given City prompt written notice of all conflicts, errors, ambiguities, or discrepancies that it has discovered before contract award in or among the Contract Documents and as-built drawings and actual conditions and the written resolution thereof through Addenda issued by City is acceptable to DBE. 8.6 DBE is duly organized, existing and in good standing under applicable State law, and is duly qualified to conduct business in the State of California. 8.7 DBE has duly authorized the execution, delivery and performance of this Agreement, the other Contract Documents and the Work to be performed herein. The Agreement Documents do not violate or create a default under any instrument, agreement, order or decree binding on DBE. 8.8 DBE confirms its intent to include in the project the following pre-qualified subcontractors, who were listed in the DBEs Statement of Qualifications earlier in this design-build procurement process. DBE acknowledges its responsibility to provide City with a complete and updated list of Page 89 of 256 subcontractors as they become known on the project, and that such listing shall be in accordance with the requirements of California Public Contract Code Section 22166. As required by Public Contract Code Section 22166(b), following the City’s approval of the Agreement, the DBE shall award construction subcontracts with a value exceeding ½ of 1% of the Contract Sum allocable to construction Work as follows: (1) Provide public notice of the availability of work to be subcontracted in accordance with the publication requirements applicable to the competitive bidding process used by the City, including a fixed date and time when qualification statements, bids or proposals will be due; (2) Establish reasonable qualification criteria and standards; and (3) Award the subcontract either on a best value basis or to the lowest responsible bidder – this process may include prequalification or short-listing and does not apply to construction subcontractors listed in the DBE’s Proposal. All construction subcontractors that were identified in the Proposal and awarded as required under Public Contract Code Section 22166 shall be afforded all the protections of Public Contract Code Section 4100 et seq. NAME OF SUBCONTRACTOR AND LOCATION OF MILL OR SHOP DESCRIPTION OF WORK: REFERENCE TO BID ITEMS SUBCONTRACTOR'S LICENSE NO. ARTICLE 9 MISCELLANEOUS PROVISIONS 9.1 INDEPENDENT DBE DBE is and shall be acting at all times in the performance of this Agreement as an independent DBE. DBE shall secure at its expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for DBE and its officers, agents and employees and all business licenses, if any, in connection with the services to be performed hereunder. 9.2 CITY EMPLOYEES AND OFFICIALS DBE shall employ no City official nor any regular City employee in the Work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement in violation of applicable provisions of law. Page 90 of 256 DBE agrees to provide or has already provided information on former City of Gilroy administrative officials (as defined below) who are employed by or represent DBE. The information provided includes a list of former City administrative officials who terminated City employment within the last five years and who are now officers, principals, partners, associates or members of the business. The information also includes the employment with or representation of DBE. For purposes of this provision, "City Administrative Official" is defined as a member of the City Council, City Administrator or member of such officer’s staff, City department head, assistant/deputy department head, or any employee in the Management, Fire or Police negotiating group. 9.3 IRAN CONTRACTING ACT OF 2010 (Public Contract Code sections 2200 et seq.) (Applicable for all Contracts of one million dollars ($1,000,000) or more) In accordance with Public Contract Code section 2204(a), the DBE certifies that at the time the Contract is signed, the DBE signing the contract is not identified on a list created pursuant to subdivision (b) of Public Contract Code section 2203 (http://www.dgs.ca.gov/pd/Resources/PDLegislation.aspx) as a person (as defined in Public Contract Code section 2202(e)) engaging in investment activities in Iran described in subdivision (a) of Public Contract Code section 2202.5, or as a person described in subdivision (b) of Public Contract Code section 2202.5, as applicable. Contractors are cautioned that making a false certification may subject the contractor to civil penalties, termination of existing contract, and ineligibility to bid on a contract for a period of three (3) years in accordance with Public Contract Code section 2205. DBE agrees that signing the Contract shall constitute signature of this Certification. 9.4 DEBARMENT AND SUSPENSION The DBE certifies that neither it nor its principals, or other key decision makers, or subcontractors is presently disbarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency or on the Federal Government Excluded Parties List System (www.epls.gov). DBE agrees that signing this Contract shall constitute signature of this Certification. 9.5 INACCURACIES OR MISREPRESENTATIONS If during the course of the administration of this agreement, the City determines that the DBE has made a material misstatement or misrepresentation or that materially inaccurate information has been provided to the City, this Agreement may be immediately terminated. If this Agreement is terminated according to this provision, the City is entitled to purse any available legal remedies. 9.6 NOTICES Any notices or special instruction required to be given in writing under this Agreement shall be given either by personal delivery to DBE’s agent (as designated in Section 1 hereinabove) or to the City Administrator and Public Works Director as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Page 91 of 256 Service, addressed as follows: CITY DBE 9.7 CONTRACTOR'S LICENSE NOTICE Contractors are required by law to be licensed and regulated by the Contractors State Licensee Board, which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors State License Board, P.O. Box 26000, Sacramento, California 95826. WHEREFORE, this Design-Builder Agreement is entered into as of the day and year first written above. Executed at Gilroy, California, on the date and year first above written. DBE: CITY: __________________________________________ CITY OF GILROY By: ________________________________ By:_______________________________ Name: _____________________________ Name:_____________________________ Title: ______________________________ Title:______________________________ Page 92 of 256 Exhibit A - 1 20421.1 | 5329-184400 EXHIBIT A SITE LEGAL DESCRIPTION Site Address: 1330 W Luchessa Ave, Gilroy, CA 95020 APN: 80858004 Parcel Lot Number: Q Page 93 of 256 19 EXHIBIT B SCOPE OF WORK AND INDEX OF CRITERIA DOCUMENTS Project Overview The Santa Teresa Fire Station Project is a new approximately 6,700 SF Fire Station on approximately one (1) Acre to be delivered using the Design Build project delivery method. The project will be located at 1330 W Luchessa Avenue, at the southeast corner of West Luchessa Avenue and Miller Avenue, in the City of Gilroy and is intended to strengthen the City’s emergency response capabilities while supporting long term operational flexibility and community growth. The selected Design Build Entity (DBE) will be provided with 100% schematic design level bridging documents and associated performance criteria by major building systems. The DBE will be responsible for advancing the project through design development, construction documents, permitting, and construction, while verifying all site conditions, coordinating with applicable authorities having jurisdiction, and delivering a fully integrated and code compliant facility. The Santa Teresa Fire Station is envisioned as a modern, efficient, and resilient facility that supports fire suppression, emergency response, and day-to-day operations. The design is expected to prioritize operational efficiency, staff safety and wellness, durable materials, and adaptability for future needs. Site development will include apparatus access and circulation, secure and unsecured parking, outdoor operational and training areas, and appropriate landscape and hardscape improvements consistent with the surrounding context. In addition, a future approximately 0.28-acre area has been identified for potential future fire station use. As part of the initial site improvements, this area shall be protected and secured, with site planning designed to allow for efficient adaptability and seamless integration into future station operations as service needs evolve. PHASE 1: PRECONSTRUCTION SERVICES Design Advancement, Cost Management, and Schedule Coordination Preconstruction services shall commence upon issuance of the Preconstruction Phase Notice to Proceed. The DBE shall not perform any services prior to issuance of the NTP. The intent of this phase is to advance the design from the City’s 100% schematic design bridging documents through permitted construction documents, while maintaining cost control, schedule discipline, and alignment with the established lumpsum Guaranteed Maximum Price. General Preconstruction Responsibilities During the preconstruction phase, the DBE shall provide integrated design, scheduling, cost management, and coordination services necessary to efficiently advance the Project through design development and construction documents. The DBE shall work collaboratively with the City to maintain alignment with the established GMP and to support an expedited transition into construction. Page 94 of 256 20 Design Services The Contractor shall provide complete architectural, engineering, and consulting services required to advance the Project from the City’s approved schematic design bridging documents to plan-checked and permitted construction documents. Design services shall be continuous and coordinated to support constructability, schedule efficiency, and cost control. Minimum design deliverables shall include: • 50% Design Development with outline specifications • 100% Design Development with outline specifications • 30% Construction Documents with outline specifications • 60% Construction Documents with outline specifications • 95% Construction Documents suitable for plan check and permitting The DBE shall coordinate with all authorities having jurisdiction and shall be responsible for incorporating all required comments into the construction documents. Project Scheduling The DBE shall prepare and maintain a comprehensive Project Schedule reflecting all remaining design, permitting, and construction activities. The City’s objective is to expedite delivery to the greatest extent feasible. The schedule shall be updated at least monthly, or more frequently if requested by the City, and shall be structured to allow overlapping design, procurement, and construction activities where appropriate, consistent with the established GMP and Contract requirements. Cost Tracking, Budget Validation, and Reporting The Project GMP shall be established as part of the DBE procurement based on the City’s 100% schematic design bridging documents. The DBE shall not be required to re-establish the GMP during preconstruction. As design advances, the DBE shall: 1. Track and report design evolution against the established GMP 2. Provide periodic cost updates aligned with design milestones 3. Identify variances, trends, or emerging risks that could affect the GMP 4. Recommend mitigation strategies or scope adjustments, if necessary, to maintain alignment with the GMP Cost reporting shall be transparent and structured to give the City clear visibility into how design decisions impact budget while preserving the integrity of the agreed-upon GMP. Page 95 of 256 21 Presentations and Agency Coordination The DBE shall prepare presentation materials including plans, schedules, and cost summaries to support City review and approvals. At a minimum, the DBE shall support: • Regular project team meetings, most likely weekly • At least two (2) presentations to the Design Review Board or Planning Commission • At least two (2) presentations to City Council Risk Identification and Mitigation The DBE shall identify project risks that may affect scope, quality, schedule, or cost and document such risks in a risk matrix. The DBE shall recommend mitigation strategies and incorporate risk management into design advancement, scheduling, and procurement planning. Cost Efficiency and Constructability The DBE shall actively pursue constructability improvements, sequencing efficiencies, and cost- conscious solutions that do not alter the Project program, performance criteria, or design intent. Any proposed efficiencies shall be evaluated in the context of maintaining the established GMP, quality standards, and long-term performance. Early and Incremental Construction Activities Where beneficial to schedule, the DBE shall evaluate opportunities for early procurement or early construction activities consistent with the Contract and GMP. Proposed early activities shall be presented to the City for review and approval prior to implementation. PHASE 2: CONSTRUCTION SERVICES: CONSTRUCTION, COORDINATION, and PROJECT CLOSEOUT Construction Phase Notice to Proceed The City shall issue a Construction Phase Notice to Proceed upon satisfaction of the following conditions: • Completion of plan check and issuance of required permits • Confirmation of the Project Schedule and Completion Date • Verification of conformance with the Contract Documents • Verification of required bonding and insurance The DBE shall not commence Construction Phase services prior to issuance of the Construction Phase Notice to Proceed. The City’s intent is to issue the Construction Phase NTP promptly following permit approval in order to maintain project momentum and support an expedited delivery schedule. Page 96 of 256 22 General Construction Responsibilities Upon issuance of the Construction Phase Notice to Proceed, the DBE shall furnish all labor, materials, equipment, supervision, and services necessary to complete construction of the Project in accordance with the Contract Documents, applicable codes, and approved permits. The DBE shall be fully responsible for coordination of all construction activities, subcontractors, suppliers, and consultants to ensure the Project is delivered safely, efficiently, and in compliance with quality, schedule, and cost requirements. Subcontractor Procurement and Management The DBE shall identify subcontractors listed in its proposal using the Designation of Subcontractors List. All subcontractors not previously identified shall be procured in accordance with the California Public Contract Code through a publicly advertised and competitive process. All subcontractors shall comply with applicable public works requirements, including prevailing wage laws. The DBE shall be responsible for managing subcontractor performance, coordination, scheduling, and compliance throughout construction. Preconstruction Conference The City and the DBE shall jointly conduct a preconstruction conference with subcontractors, design personnel, City representatives, the Inspector of Record, and applicable consultants. The conference agenda shall include, at a minimum: • Safety requirements, site logistics, and any special conditions • Communication protocols and lines of authority • Procedures for submittals, RFIs, and clarifications • Change management and payment procedures • Testing, inspection, and quality control requirements • Meeting minutes shall be prepared and distributed by the DBE Testing and Inspection Special testing and inspection services required by code shall be provided by the City. The DBE shall coordinate with the City’s testing and inspection agencies and shall provide reasonable access, scheduling coordination, and support to facilitate inspections without delay to the Project. The DBE remains responsible for the quality and completeness of the Work regardless of testing and inspection activities. Project Schedule Updates and Reporting The DBE shall maintain and update the Project Schedule at least monthly, or more frequently if required by the Contract or requested by the City. Schedule updates shall clearly identify Page 97 of 256 23 progress, upcoming milestones, and any potential impacts to the Completion Date. The DBE shall assist the City with periodic progress reporting and shall prepare presentations or written updates for City management, oversight bodies, or governing boards as requested. Cost Control and Change Management The DBE shall perform the Work in accordance with the established lump-sum Guaranteed Maximum Price. Changes to the GMP shall be limited to those allowed under the Contract and shall follow established change management procedures. The DBE shall promptly notify the City of any events or conditions that may affect cost, schedule, or scope and shall collaborate with the City to evaluate and address such issues. Substantial Completion and Project Closeout The DBE shall achieve Substantial Completion in accordance with the Contract and shall complete all required closeout activities, including: • Completion of punch list items • Delivery of as-built drawings and record documents • Submission of warranties, manuals, and certifications • Training of City personnel as required • Final inspections and acceptance • Final payment shall be made in accordance with the Contract following successful completion of all closeout requirements. Project Documents Bridging Documents. It is the intent of the City that the work be performed by the DBE as part of the Project and the Project shall be designed and constructed in accordance with the Bridging Documents (Attachment 1) which are 100 % Schematic Design level drawings with performance criteria developed by LPA Design Studios. Reference Documents • GEOCON Consultants Geotechnical Investigation Report • LPA Design Studios Bridging Documents Project Requirements 1. For purposes of fee proposal calculation, the estimated direct construction cost (hard costs only) is approximately $11,000,000. This amount excludes construction contingency, design fees, and all other soft costs. Page 98 of 256 24 2. The City will withhold retention of 5% from all payments for the work. 3. Liquidated damages will be Two Thousand Five Hundred Dollars ($2,500) for each calendar day that the Project extends beyond the Completion Date. 4. The DBE must have a State of California “B” license. 5. The architect must be licensed in the State of California. 6. The DBE must have a valid City of Gilroy Business License. Page 99 of 256 J:\33000\33236\DOCS\001 Project Information\00\Basis of Design IRVINE • SACRAMENTO • SAN DIEGO • SAN JOSE • DALLAS • SAN ANTONIO City of Gilroy Santa Teresa Fire Station 100 % S D / BRIDGING DOCUMENTS BASIS OF DESIGN April 03 , 202 6 City of Gilroy Gilroy , California Project No: C 33236 Developed by: LPA, Inc. Page 100 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 1 Page 1 PROJECT T EAM Owner : Construction Manager: City of Gilroy 7351 Rosanna Street Gilroy, CA 9 2618 P: 408.846.0277 Griffin Structures, Inc. 1 Technology Dr, Building I, Suite 82 9 Irvine, CA 92618 P: 949.497.9000 Architect: Landscape Architect : LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 Structural Engineer: Civil Engineer : LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 Mechanical / Plumbing Engineer: Electrical Engineer / Lighting: LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 Geotechnical Engineer: Geocon Consult ants, Inc. 6671 Brisa Street Livermore, CA 9 4550 P: 9 25.371.5900 Geocon Project No. E9213-04 -06 Page 101 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 2 Page 2 001 SUMMARY OF WORK A. GENERAL DESCRIPTION T he Project consists of a new 6,500 – 7,000 square foot one -story , all-electric fire station building which include s two fire truck bays, administrative offices , individual dormitory rooms , kitchen , shared living area, fitness and support spaces on a n approximately 1.3 6 acre site at the southeast corner of West Luchessa Avenue and Miller Avenue in Gilroy, CA. The project address provided at this time is 1330 West Luchessa Avenue. Site improvements include secure d staff parking , public/visitor parking , an emergency generator, a roofed trash enclosure, perimeter wall, and vehicular gates. There are 2 alternates included as part of this Project ; see list on Drawing Sheet G0.20 . B. DESIGN -BUILD NOTES 1. These bridging documents establish the basis of design for the project. Items shown, depicted, described, suggested, implied, referenced, or otherwise conveyed in any manner within these documents shall be incorporated into the D esign -B uild E ntity’s (DBE ) final design, engineering, and construction without additional cost to the C ity. The DBE shall resolve all discrepancies, omissions, schematic details, or conflicts in a manner consistent with the owner’s program, spatial, and functional intent, whether expressly shown or implied in the bridging documents. At no point shall the DBE ’s final design omit, reduce, substitute, or alter any space, furnishing, system, feature, or element depicted, described, referenced, or otherwise conveyed in the bridging documents, except with the prior written approval of the City or Constr uction Manager specific to said item, and such approval shall not constitute grounds for additional compensation or time unless expressly authorized in writing by the C ity. Where discrepancies exist among the bridging documents, the DBE shall assume and carry the most stringent and comprehensive interpretation of the requirement and shall not have grounds to request additional compensation or time for doing so. The DBE shall not rely upon the preliminary nature of these documents to assert claims for additional compensation or time. The DBE is solely responsible for ensuring that the final design is fully compliant with all applicable codes and requirements of authorities having jurisdiction, constructible, coordinated across all disciplines, and consistent with the owner’s program intent. Utility layouts depicted in the bridging documents are diagrammatic only. The DBE is fully responsible for finalizing the design, engineering, and coordination of all utility services directly with the provider, including submitting complete applications and securing approvals and permits from the serving utilities and authorities havi ng jurisdiction (permit fees to be paid by the C ity). 2. The DBE shall ensure that all utility services are designed, coordinated, and installed in a manner that meets the project schedule and supports timely occupancy.in the event of conflicts between these documents, the interpretation most consistent with the owner’s program intent shall govern. The DBE shall provide all design, labor, materials, equipment, supervision, and systems required to furnish and install the project consistent with these requirements. No omission or ambiguity in the bridging documents shall relieve the DBE of its obligation to deliver a complete, fully functioning, and code -compliant facility. For purposes of this disclaimer, “bridging documents” means all plans, specifications, basis of design narratives, reports, and exhibits issued by the owner as part o f the procurement package. 3. These Criteria/Bridging Documents: (a) reflect a design that is preliminary, incomplete, and conceptual in nature; (b) will undergo material development and change as the design is refined into Construction Documents by others; (c) contain unresolved desig n issues that may impact the Cost of the Work and the Project schedule; and (d) were prepared solely for the purpose of establishing the basis of design for further design development. The Design -Builder shall include appropriate contingencies and other al lowances for changes to the Cost of the Work or Project schedule resulting from evolution of the design, cost estimating, Owner changes, changes required by authorities having jurisdiction, constructability reviews, trade subcontractor input, and other Page 102 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 3 Page 3 circumstances (expected and unexpected) that may impact the cost or time required to perform the Work. 4. The contents of the RFP package are included with product references for use as the basis of the Design -Build Entity (DBE) to use as the basis for system selection and design. Alternate products and systems will be considered for the savings value, system performance and aesthetic. Proposed alternates shall be provided at the time of bid for evaluation by the owner, owner's representative and the architect. C. AREA SUMMARY Building Area: 6,687 SF Covered Area + Roof Overhang: 2,252 SF (Building Dept. Area 8,939 SF) Site Development: ± 1.36 AC The Main Building construction is Type V -B, fully sprinklered according to NFPA 13 D. OCCUPANCY TYPE Nonseparated Occ upanc ies including B, R -2 & S-2 E. PROJECT DELIVERY METHOD Design /Build is the delivery method for th e project . F. AHJ PROCESSING REQUIREMENTS 1. DBE is responsible for obtaining necessary permits on all aspects of the project including grading, building (c ity , cou nty & HCD), utilities , CARB, etc. for the entirety of the project. G. ALTERNATES 1. See list of Alternates on Drawing Sheet G0.20. END OF SUMMARY OF WORK SECTION 002 CODES AND STANDARDS A. GENERAL DESCRIPTION This Project will comply with 1) all the current building codes in the State of California and American Disabilities Act and 2) in accordance with the Essential Services Seismic Safety Act The project shall be designed to the current edition o f the adopted Title 24 C.C.R. codes expected to be the 2025 editions. B. MUNICIPAL / STATE BUILDING CODES AND STANDARDS • California Building Standards Administrative Code, Title 24 C.C.R., Part 1 • California Building Code (CBC), Title 24 C.C.R., Part 2 • California Residential Code (C R C), Title 24 C.C.R., Part 2 .5 Page 103 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 4 Page 4 • California Electrical Code (CEC), Title 24 C.C.R., Part 3 • California Mechanical Code (CMC), Title 24 C.C.R., Part 4 • California Plumbing Code (CPC), Title 24 C.C.R., Part 5 • California Energy Code, Title 24 C.C.R., Part 6 • California Fire Code (CFC), Title 24 C.C.R., Part 9 • California Green Building Standards (Calgreen), Title 24 C.C.R., Part 11 • California Referenced Standards, Title 24 C.C.R., Part 12 • ADA Standards for Accessible Design • Title 19 C.C.R., Public Safety, State Fire Marshal Regulations • Gilroy City Code, current through Ordinance 2025 -11, passed December 8, 2025 C. PARTIAL LIST OF APPLICABLE STANDARDS • ASHRAE Standard Ventilation • ASHRAE Standard Thermal Comfort • NFPA 13 Automatic Sprinkler Systems (CA Amended) • NFPA 14 Standpipe Systems (CA Amended) • NFPA 20 Stationary Pumps • NFPA 24 Private Fire Mains (CA Amended) • NFPA 72 National Fire Alarm Code (CA Amended) • NFPA 80 Fire Door and Other Opening Protectives • NFPA 2001 Clean Agent Fire Extinguishing Systems Reference Code Section for NFPA Standards. See Chapter 35 for the State of California Amendments to NFPA Standards. D. LEED None required. END OF CODES AND STANDARDS SECTION 003 - SITE PLANNING A. EXISTING SITE The project site is approximately 1.36 acres within the City of Gilroy , County of Santa Clara . It is a vacant lot with some vegetation. There is a grade difference of approximately 8 feet from the southwest corner of the site to the northeast corner. The site is surrounded by an undeveloped residential lot to the south and east , and existing street improvements to the west and north. Cad files of the existing topography and the surrounding street improvements were provided by the City of Gilroy. A d raft g eotechnical investigation report was prepared by Geocon Consultants, Inc., Project No . E9213- 04 -06 dated January 09, 2026. The project proposes to utilize City of Gilroy standards for onsite improvements (if applicable). Offsite improvements are not anticipated. Page 104 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 5 Page 5 B. DEMOL ITION Clear and grub existing vacant lot and remove existing vegetation. C. GRADING/EARTHWORK Refer to the Draft G eotechnical Investigation R eport for over -excavation, pavement sections, and utilities trenching and bedding recommendations . Proposed grades shall support the building access, fire apparatus road, parking circulation, and drainage designs. Along ADA accessible path -of -travel, longitudinal grades shall not exceed 5%, and cross slopes shall not exceed 2%. ADA accessible ramps into the building shall meet the requirements of the 2022 Access Compliance Advisory Manual. Hardscape areas adjacent to buildings shall be sloped 2% maximum away from the building. Planting areas adjacent to buildings shall be sloped 5% minimum away from the building. D. EXTERIOR IMPROVEMENTS 1. Parking lot will be paved in asphalt. Thickness of asphalt pavement and base material shall be per Geotechnical Engineer’s recommendation. 2. Onsite hardscape will include curb, gutter, vehicular concrete paving and pedestrian concrete paving. Pedestrian and vehicular concrete paving will be Portland Cement paving. Thickness of concrete pavement and base material shall be per Geotechnical Engine er’s recommendation. 3. Finish on concrete to be medium broom and Top Cast. Include both natural gray concrete and integral colored concrete by Davis Color. Speed dowels should be from Sika Corporation. Provide dowel connections at all exterior doors. Include mix designs. All con crete to be sealed with lithium - based sealer. 4. ADA detectable warning tiles (12” x12” precast concrete tiles from Wausau Design ) and pavement markings are to be installed. Parking lot pavement markings are to be water emulsion -based traffic paint. 5. MOTORIZED GATE OPERATOR Provide a HySecurity SlideDriver II SD50 for the gate operator. Provide photo -eye safety beams, edge sensors in -pavement traffic loops, and other safety and security features per UL325. Gate to be custom tubular steel with expanded metal inserts and painted with a high -performance coating. Expanded metal inserts basis of design: APEX01 Expanded Mesh by Amico Architectural Metals. Keypad access at south entry. 6. TUBE STEEL GATES Tubular Steel Gates : 2” x 2” x 12ga. g ate frame and rails with expanded metal inserts (basis of design: APEX01 Expanded Mesh by Amico Architectural Metals ). 6 ’ height, 4X4X1/4” fence and pedestrian gate posts;. Powder coat finis h. Color: Black Stone (MP33348) by Matthews Paint Company. All egress swing gates to have accessible hardware with ¼” thick plate and panic hardware. 7. EMERGENCY GENERATOR AND TRASH ENCLOSURE GATES 3” x 3” x 1/4” Steel L frame with expanded metal inserts (basis of design: APEX01 Expanded Mesh by Amico Architectural Metals) for 5’ wide leafs. 2 high -capacity hinges (Brookfield i -8500 series) per leaf, Polyurethane coating system . Page 105 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 6 Page 6 8. SITE FURNISHINGS a. Flagpoles, 30 -foot tall, internal halyard and clear anodized finial ball from American Flagpole. Flag to be 5’x8’ b. Bike racks, Landscape Forms, Ring rack, stainless steel, embedded. c. Bike Locker, Dura Bike Locker, model DL 2 locker, powder coated, U -Lock/padlock handle. Provide space for two bikes. d. Dining Table (OFOI) – Landscape Forms Steelhead Table, powdercoat finish e. Dining Chairs (OFOI) – Landscape Forms 21 Chair 9. PEDESTRIAN LIGHTING See Lighting BOD. 10. PLANTING PREPARATION Scrape and stockpile upper 12” of topsoil. Amend all planting areas as recommended by Agronomic Soil Test results. 11. LANDSCAPE IRRIGATION SYSTEM Rain Bird 1800 -SAM -PRS series spray heads with 5F -B bubblers for all trees located within shrub areas, provide two bubblers per tree. Rain Bird EFB -CP -PRS -D valves for all non - drip valve assemblies. Rotor heads shall be Hunter I -20 and Hunter I -25. Rain B ird XCZ series drip valve assemblies for all drip valves. KBI swing and spring check valves used when elevation difference exists between valves and zones, check valves shall also be used as required to prevent low head and low area drainage. Rainbird Smar t Irrigation Controller with rain shut -off device. Data Industrial flow sensor at POC with Superior Model 3100 series master control valve. Toro DL200 drip tubing within all shrub planters. 3M DBR/Y -6 wire connectors for all wire connections. Sheathed #12 detection wire to be include d along main line runs. 12. LANDSCAPE PLANTING 48” box trees and 36” box trees. 15 -gallon, 5 -gallon, and 1 -gallon shrubs. Root barriers from Deep Root - UB24 -2. Duckbill anchoring system/triple stake trees. 3” layer of shredded bark mulch from Whittier Fertilizer. Bioretention soil, (Sandy Loam) 18” dee p and percolation rate of 5 in/hour minimum from TMT Enterprises . 13. LANDSCAPE PLANTERS Basis of design: Kitsap Aluminum Modular Planter Walls by T ournesol. Finish : Powder -coat metal . Color : Pitched Satin. 14. SITE HANDRAILS Provided as required by code and per plan. Color: Black Stone (MP33348) by Matthews Paint Company. 15. COBBLE: 4”-6 ” river rock as required at bio retention planter pipe outfalls and drain inlets . 16. LANDSCAPE MAINTENANCE 90 -day maintenance period. 0 17. SUB -DRAINAGE SYSTEMS 9”-12” drains provided for all landscape areas. Page 106 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 7 Page 7 E. WET UTILITIES 1. Water Service There will be a new water service connection to the existing waterline in Luchessa Avenue. New water meter and reduced pressure backflow preventer shall be installed. A new 3-inch domestic water line will be connected to the existing domestic water lateral in Luchessa Avenue. Service will be extended to the new plumbing POC at the proposed building and the trash enclosure area . Domestic water pipes shall be PVC (SCH 80) for pipes sizes smaller or equal to 3” and PVC (DR -18) for 4” and up. Gate valves and thrust blocks shall be installed per City of Gilroy Water Department standards. 2. Fire Water Service There will be a new fire water service per the City of Gilroy Fire Department for the project. A 4 -inch fire line is proposed and connected to the existing 4 -inch fire water lateral in Luchessa Avenue. One double detector check assemblies with a 2-way fire department connection (FDC ) will be installed. One fire hydrant with 1-4” and 2 -2.5” outlets is also proposed. Fire water pipes shall be C900 PVC (DR -14). 3. Sanitary Sewer System A new sanitary sewer service lateral will be connected to the existing 4 -inch sewer lateral behind the sidewalk in Luchessa Avenue. It is assumed that this existing sewer has the capacity to receive sewer flow generated from the proposed development and is deep enough so that gravity flow can be maintained. The roofed trash enclosure runoff will be directed to the onsite sanitary sewer system. Wash water from the exterior vehicle washdown area will be directed to a sand/oil separator before discharging in to the onsite sanitary sewer system via a Fox Drain system . Sanitary sewer pipes shall be PVC (SDR 35) installed with slopes equal to or greater than 1 percent minimum. Sewer cleanouts shall be installed at changes in pipe direction and at intervals of 100 feet maximum. 4. Storm Drain System Stormwater treatment shall comply with the City of Gilroy requirements and C.3 Stormwater Handbook . Hydromodification is anticipated because of the increase in impervious areas from the existing condition. Since i nfiltration is feasible based on the percolation test results shown in the Geotechnical Report , bioretention basins without underdrains are proposed to allow some storage and infiltration into the native soil. Location of these basins such as setbacks from the Right -of -Way, Structure’s footing etc., has to be reviewed and approved by the Geotechnical Engineer . Other infiltration BMP s such as subsurface infiltration systems utilizing underground pipes or vaults to store and infiltrate runoff can also be an a lternative. The proposed development will capture the majority of the storm runoff through drain inlets and catch basins. Drain inlets/catch basins will be installed at various locations in the landscaped areas. Runoff will be treated through infiltration BMPs before discharging into the existing public storm drain system in Luchessa Avenue. Page 107 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 8 Page 8 Storm runoff from the exterior vehicle washdown area will be directed to the onsite storm drain system with a Fox Drain system. Onsite storm drain conveyance shall be PVC SDR 35 for pipe sizes 4” to 10” and HDPE for pipe sizes 12” and up. Drain inlets shall be precast concrete or HDPE and will range from 6 -inch round to 24” square grates. Planter drains shall be 4 -inch or 6 -inch ro und black atrium drains. Storm drain cleanouts shall be installed at changes in pipe direction and at intervals of 100 feet maximum. Drain basins shall be installed in lieu of cleanouts for pipes larger than 12”. F . E ROSION CONTROL BMP’s (Best Management Practices) and erosion control requirements will be stipulated on the Erosion Control Plan, to be prepared by the design consultant. Since the limits of disturbance exceed 1 -acre, a Storm Water Pollution Prevention Plan (SWPPP) will be required, to be prepared by the design consultant. The Design -Build Entity shall be required to employ the services of a Qualified SWPPP Practitioner (QSP). The QSP shall be required to download copies of the approved SWPPP from the State and will be responsible for implementation and enforcement of the SWPPP and the Erosion Con trol Plan during construction. Within 90 days of construction completion, the Design -Build Entity 's QSP shall electronically file a Notice of Termination, NOT, to the State Water Board's SMARTS system. END OF SITE PLANNING SECTION 004 STRUCTURAL SYSTEMS A. GENERAL 1. The building must be designed to meet the requirements for an essential services building (risk category IV) as required by the 2025 CBC. While the below provides suggested structural systems, the design team is responsible for choosing a system that adequately addresses the final design with consideration of long -term serviceability and structural durability. Wood structural systems ar e not considered an acceptable alternative. B. GRAVITY SYSTEMS 1. Foundation System Refer to the owner -provided , draft geotechnical investigation report by Geocon Consult ants Inc., Project No . E9213-04 -06 dated January 09 , 202 6 . The building may be supported by shallow foundations designed to allowable pressures provided in the geotechnical report. However, the final building layout and loading should be evaluated by the geotechnical engineer to ensure the recommendations provided in the report are adequate. The ground floor slab -on -grade is expected to be a conventional reinforced 5” slab -on -grade typical and 10” thick in the apparatus bays but should be confirmed by the structural engineer. Page 108 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 9 Page 9 2. Framing System It is anticipated that the roof framing will be constructed out of light -gauge steel and structural steel supporting metal deck. However, alternative framing systems may be chosen based on the final layout and design of the new building and should include consideration of life -cycle costs, resilience, and constructability. Wood construction is not an acceptable alternative. C. LATERAL SYSTEMS The primary lateral system is anticipated to be light -framed metal framing with steel sheets or Special Steel Moment Frames. However, alternative framing systems may be chosen based on the final layout and design of the new building and should include consideration of life -cycle costs, resilience, and constructability. Wood construction is not an acceptable alternative. D. NONSTRUCTURAL COMPONENTS Nonstructural components are to be designed and anchored per the requirements of the 2025 CBC and ASCE 7 -22 Chapter 13. All architectural, mechanical, electrical, plumbing, fire protection , audio/visual systems , etc., must be anchored per code requirements and utilizing an importance factor equal to 1.5. E. LOAD S LIVE LOADS Per CBC, Section 1607. WIND LOADS Per CBC, Section 1609 Risk Category IV LOAD COMBINATIONS Per CBC, Section 1605 SEISMIC LOADS Per CBC, Section 1613 Page 109 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 10 Page 10 SEISMIC LOADS DESIGN FACTORS (PER GEOTECHNICAL REPORT) S s 1.83g S 1 0.68 g S DS 1.32g S D1 1.34g Site Class D efault Risk Category IV Importance Factor, I 1.5 F. MATERIAL PROPERTIES 1. Concrete: All Structural concrete mixes shall be Type II/V cement. All structural concrete shall have a minimum compressive strength at 28 days as follows: CONCRETE Foundations f’c = 4,000 psi minimum (145 pcf) Concrete on metal decks f’c = 3,000 psi minimum (115 pcf) Slab -on -Grade f’c = 4 ,000 psi minimum (145 pcf) Columns, Slabs, Beams & Shea r Walls f’c = 4,000 psi minimum (145 pcf) (145 f ) 2. Structural Steel: All Structural steel shall be ASTM A992, Grade 50, unless noted otherwise. STRUCTURAL STEEL Steel Angles and Channels ASTM A 992 , Grade 50 (Fy = 50 ksi) Structural Tubes (Rectangular and Round) ASTM A500, Grade C (Fy = 50 ksi) Structural Pipes ASTM A53, Grade B (Fy = 35 ksi) Page 110 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 11 Page 11 BOLTS Structural Bolt Bolt connections shall be A325X bolts unless noted otherwise. Gravity Column Anchor Bolts ASTM F1554, Grade 36 Seismic Column Anchor Bolts ASTM F1554, Grade 55 ELECTRODE STRENGTH E80XX (Reinforcing Steel) E70XX (Structural Steel) END OF STRUCTURAL SYSTEMS SECTION 005 BUILDING EXTERIOR A. EXTERIOR WALL S 1. Exterior walls shall conform to structural engineering criteria for framing . All framed exterior wall s shall have full thickness batt insulation with 1" foil faced polyiso continuous insulation (CI) with 16 GA Zee girts with 5/8" exterior gyp sheathing at the exterior wall face , or equal. Exterior wall assemblies shall have R 21 min insu lation. 2. CMU w all construction b asis of d esign: a. Manufacturer: Orco Block b. Product: 8 x4x16 Shot Blast Block c. Finish: Indio Gray 3. CMU wall mounted signage: a. 10” high metal pan channel letters for building identification . b. Color: Black Stone (MP33348) by Matthews Paint Company. 4. Exterior Plaster. Design based on smooth texture applied over metal lath. Plaster system basis of design: Parex Armourwall 300 Krak -Shield with WaterMaster a. WRB : WeatherSeal Spray & Roll -on b. Plaster Slip Sheet : Building paper, JumboTex 60 min. c. Base Coat : Parex Fiber -47 d. Admixture : Parex Adacryl e. Primer : Parex PrimeShield f. Coating : Parex DPR Coating g. Finish : Parex Image Smooth (VE Alternate - Parex DPR Standard Finish 533 Sand Smooth.) h. Paint Color: Reserved White (SW7056 ) by Sherwin Williams . i. System Warranty: 10 y ears min. Page 111 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 12 Page 12 5. Aluminum window wall & storefront system s . Factory finish Arcadia. Pre -finished f rame color: (AB -8) Black. a. Glazing (GL -1) basis of design : High performance Low -E insulated glazing (1” thick): U=0.29, SHGC=0.24, Viracon VZRE1 -46 or similar. b. Storefront System basis of design : Arcadia System AFG451T (2 ”x4 1/2” Offset Glazing) c. Operable Casement and Fixed Window system basis of design : Arcadia System T 200 E . B. ROOF 1. Roofing assembly basis of design is metal roof over roof underlayment over the roof deck assembly . a. Manufacturer: AEP S pan Span -lok with SpanSeam 180 O Seam, 12” coverage, 22 GA , b. C olor: Cool Matte Black , c. F inish: F luropon. d. Roof underlayment: AEP Span “Underlayment HT”, 2. Roof mechanical wells: Fully adhered single -ply PVC roof over roof deck assembly . Roof covering Fire Resistance Classification: Class A. California Cool Roof System insulation thermal value (R) minimum of 30 using rigid insulation . Sarnafil G410-18 Feltback fiberglass reinforced membrane . 3. Manufacturer will supply to the owner a 30 years non -dollar limit edge warrantee. Warrantee must be non -pro -rated and must cover all labor and all material installed from the deck up. 4. Flashing, fascia, gutter assembly and miscellaneous roof metals to be prefinished to match Black Stone (MP33348) by Matthews Paint Company. 5. Min R value at roof: R30 C. DOORS/FRAMES 1. Exterior Doors a. Entrance doors with sidelight are a 8’-0” tall aluminum storefront window system with 1" insulated glazing . b. Entrance doors to be pre -finished 8’-0” tall aluminum framed doors, with wide stile (5” wide) c. Fire A pp aratus Bay front and rear doors shall be motorized sectional steel doors with Lift Clearance Track , prefinished (equal to Overhead Door Corp. Model 521 with SolarBan 70XL Argon Filled glazing ). 1) Controls for the doors shall be installed in common control panels with controls at two locations for parallel control arrangement. Front doors shall have both individual controls and a single button to open both front doors simultaneously. 2) Motor shall be equal to Overhead Door Corp. Model RSX with the fastest available opening speed for front App Bay doors. 2. Interior Doors a. Interior doors to be 8’-0” tall alumin um knock down frames with solid -core, flush wood, custom grade, closed -grain hardwood veneer face with clear sealer. b. Knockdown door frames to be clear anodized finish. c. Sidelites at interior doors shall have ¼” clear tempered glazing , set in aluminum knock down frame , to match door frames. 3. Door Hardware a. All door hardware shall meet ADA requirements and shall have a brushed aluminum finish or satin chrome finish as available on each item . b. All exterior entrance doors shall have card reader s for access control. c. Doors in stipulated STC rated walls shall be provided with automatic door bottoms. END OF BUILDING EXTERIOR SECTION Page 112 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 13 Page 13 006 BUILDING INTERIOR A. GENERAL DESCRIPTION 1. The building will be designed in accordance with the Essential Services Seismic Safety Act and is classified under Risk Category 4. All detailing for ceilings, millwork, partition types, and equipment installation will be designed to comply with the requir ed increased importance factor (similar to Healthcare or DSA project, not a typical Office project). 2. All interior walls shall be 5/8” Type ‘X’ gyp board with level 4 painted finish, over 4” metal studs typically, unless noted otherwise. a. Provide cement backer board at tile installations. If interior partitions are full height, studs & gypsum board to be on both sides full height, with sound attenuation insulation. b. Provide moi sture -resistant gypsum board in restrooms, shower rooms, and decontamination room where tile is not specified . c. At all Corridor/Hallway walls and other high -traffic locations, gypsum board shall be high - Impact type to 8’-0” min. Corners to be square with corner bead and corner guards to be provided as noted on the Finish Plan . d. Dorm rooms shall be separated from other spaces by providing wall and ceiling construct ion with min 50 STC rating. B. FLOORING FINISH MATERIALS 1. Polished Concrete (PC -1): Location: Dorms, Day Room, Laundry, Kitchen , All Offices, Storage Rooms , Corridors , Restrooms. Specification Requirements: CPC (Concrete Polishing Council) Aggregate Exposure: B . CPC Finish Gloss Finish: Satin Provide PROSOCO "Consolideck System", or equal. DCOF (wet): 0.42 min 2. Polished Concrete (PC -2): Location: Apparatus Bays , Turnou t Gear, Workshop, Medical Storage. Specification Requirements: CPC Aggregate Exposure: ACPC Finish Gloss Finish: Flat Provide PROSOCO "Consolideck System", or equal. DCOF (wet): 0.42 min 3. Sheet Resilient Flooring (RF -1): Location: Shower s / Decontamination Specification requirements: Sheet Width: At least 78 inches wide, Thickness: 0.08 -inch (2.0mm) and 0.12-inch (3.0mm) Shore A Hardness: At least 85, when measured in conformance with ASTM D 2240. Color: Product Options indicated on the Drawings or selected by the Architect. Seaming Method: Heat welded. Weld Rods: Manufacturer’s standard solidified adhesive welding rod. Base: Integral flash cove. Finish: Equal to Altro Aquarius Wet Room Flooring. 4. Rubber Sports Flooring (RB -1): Locations: Weight Room Specification requirement: 24” square x 3/8” thick 2/3 of total area. Equal to Johnsonite Triumph sports flooring. 5. Sealed Concrete (SC -1) Location s : Electrical Room, Fire Riser, and Air Compressor . Page 113 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 14 Page 14 Specification requirements: Concrete sealer shall be a water -based non -staining dissipating translucent resin conforming to ASTM C309, Type 1, Class B , and ASTM C1315, Type 1, Class B Provide Euclid Chemical “Super Aqua -Cure Vox ", or equal. 6. Static Dissipative Flooring with Electrical Grounding (SDT): Location : MDF. Specification requirements: Armstrong Excelon SDT 12” x 12”. C. BASE TYPES 1. Everywhere U.N.O. (B -1) - 4” rubber cove base 2. Apparatus Bays and Turnout (B -2) - 4” Metal cove base 3. Showers / Restrooms (B -3) - 4 -6" coved / bullnose tile base D. WALL FINISHES 1. Eggshell - Gloss Paint (P -1, P -2, P-3) TYP – Eggshell finish , typical; allow for (2) accent colors. Dark wall colors to have Level 5 Finish, all other walls Level 4. Semi -gloss paint at Restrooms. Gloss paint at trim. 2. Porcelain Wall Tile (T -1) – Kitchen –Tile at backsplash, see finish plan for locations . Mfg: Cross ville , Series: Size: 4 ” x 16”. 3. Wall Protection Systems (WP -1) - at Apparatus Bay and Turnout Gear walls. Inpro, Koroseal or C/S Group Acrovyn or equal. 4” to 48” AFF. Include all trim pieces for installation. 4. Shower Wall Panels (WP -2): Locations: Restrooms / Shower s - 8’-0” high at all walls. Altro Prism Decorative S hower Walls. Trim per manufacturer. 5. Mirrors: Fitness room –starting at +4” to +8’ -0” on one (1) wall. Corner Guards (CG) – Provide at each location per plan - 2”x2” Stainless Steel corner guards to 8’-0” high. 6. Acoustical Wall Paneling (AWP -1) – 1” thick Upholstered wall Treatment in the Weight Room and Day Room. Specification by Fabritrak or equal. 7. Janitor closet and Decontamination (FRP) – F iberglass reinforced plastic wall protection panels at all walls , unless otherwise noted. Provide full height. E. CEILING FINISHES 1. ACT -1 Acoustical Suspended Ceiling System: Location : Per Plan Specification requirements: Moderate acoustical performance such as Armstrong Fine Fissured or USG Mars, 2’x4’ with 15 /16” Suspension grids at 10’-0” high. All walls will penetrate grids. 2. Exposed Metal Deck: Location : Per Plan Page 114 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 15 Page 15 Specification requirements: Paint all exposed elements white 3. GYP -1 Gypsum Board Ceilings and Soffits: Location : Per Plan Finish is eggshell paint, match P -1. 4. GYP -2 Water and Mold Resistant Gypsum Board: Location : Per Plan (at Restrooms & Showers , and other wet areas ) Specification requirements: Finish is semi -gloss paint , match P -1. F. CASEWORK 1. Kitchen 104: a. Wood base , upper and tall cabinets, stainless steel countertops with front edge lip to catch water and integral backsplash. Combination adjustable shelves and storage drawers, and custom pull out trash hardware. See Floor Plan for additional casework information. 2. Laundry/Janitor 108: a. P lastic laminate all base and upper cabinets, s olid surface countertops with front edge lip to catch water and integral backsplash. Combination adjustable shelves and storage drawers. 3. Non -rated Corridor 107 : a. Plastic Laminate all base and upper cabinets, Plastic Laminate Tops. Combination Adjustable shelves and storage drawers. 4. All restrooms: a. Restroom countertops , Solid surface with undermount porcelain sink and removable plumbing shield. 5. Dorms 112, 113, 114, 115, and 116: a. Plastic laminate countertop and tall storage closets with clothing rod and adjustable shelves. G. RESTROOM ACCESSORIES 1. Restroom accessories: a. Bobrick or eq. b. Full WIDTH MIRRORS AT SINKS . 2. Phenolic shower benches - ACCESSIBLE AND STANDARD, SHOWER RODS/CURTAINS. 3. Utility shelves in each restroo m. 5” x 16”. H. FIXTURES AND EQUIPMENT 1. See Equipment plan and schedule , OFOI, CFCI as noted. 2. All residential appliances to be Energy Star Certified. 3. Metal Shelving: Per Plan I. ARCHITECTURAL MISCELLANEOUS 4. Window shades: See locations on Equipment / Furniture Plan 5. Metal Shelving: See locations on Equipment / Furniture Plan 6. Marker Boards : See locations on Equipment / Furniture Plan END OF BUILDING INTERIOR SECTION Page 115 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 16 Page 16 007 MECHANICAL SYSTEMS A. GENERAL DESCRIPTION The new mechanical systems for this project are anticipated to be all -electric and will primarily provide conditioning via variable refrigerant flow (VRF) heat recovery condensing units coupled with indoor fan coils serving the various zones. 1. Design Criteria/Design Calculation Guidelines a. Project Location & Climate Gilroy , CA California Climate Zone: 4 Latitude: 37° North Longitude: 121.6° West Elevation: 194’ Cooling Design Temperature: 105°, 70 ° MCWB (0.1%) Wetbulb Design Temperature: 72° (0.1%) Heating Design Temperature: 28 ° (0.2%) b. Indoor Design Conditions, Office Areas People: 250 gross square feet per person Lights: 0.6 0 watts/square foot Equipment: 0.75 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) c. Indoor Design Conditions, Main Entry Lobby People: 100 gross square feet per person Lights: 0.7 0 watts/square foot Equipment: 0.25 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. d. Indoor Design Conditions, Dorm Rooms People: 120 gross square feet per person Lights: 0.40 watts/square foot Equipment: 0.25 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70°F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Interlock: Provide new window sensor for operable window to setback VRF fan coil temperature setpoint when window is in open position. Page 116 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 17 Page 17 e. Indoor Design Conditions, Weight Room People: 100 gross square feet per person Lights: 0.50 watts/square foot Equipment: 0.25 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. Interlock: Provide door sensor for sectional door to reduce HVAC flow and temperature setpoints when door is in open position. f. Indoor Design Conditions, Kitchen People: 40 gross square feet per person Lights: 0.95 watts/square foot Equipment: 1.00 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. g. Indoor Design Conditions, Dining / Day Room Area s People: 35 gross square feet per person Lights: 0.4 0 watts/square foot Equipment: 0.50 watts/square foot Temperature: Summer – 78 °F (± 2°F) Winter – 62 °F (± 2°F) Humidity: No direct humidity control required Ventilation: 30% greater than required by CMC (ASHRAE 62.1) h. Indoor Design Conditions, Laundry /Janitor People: 100 gross square feet per person Lights: 0.45 watts/square foot Equipment: 0.75 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. i. Indoor Design Conditions, Decontamination People: 100 gross square feet per person Lights: 0.45 watts/square foot Equipment: 0.75 watts/square foot Temperature: Summer – 78 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 100% OSA Exhaust: 100% exhaust from space sized for 10 air changes per hour. j. Indoor Design Conditions, Turnout Gear Page 117 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 18 Page 18 Lights: 0.45 watts/square foot E xhaus t: 10 air changes per hour Makeup Air : 100% of exhaust air, make -up from gravity intake hoods . k. Indoor Design Conditions, Apparatus Bay Lights: 0.6 5 watts/square foot Exhaust: Direct connections to truck exhaust (Plymovent system, or similar) Makeup Air: 100% of exhaust air, make -up from gravity intake hoods . Heat: Provided by i nfrared heaters (Infratech WD -60, or similar ). l. Indoor Design Conditions, Restrooms Lights: 0.60 watts/square foot Exhaust: Greater of 100 cfm/fixture or 10 air changes per hour Makeup Air: 100% of exhaust air, make -up from adjacent spaces . Restrooms with door sweepers to have transfer boots with ceiling grilles on each side of the full height wall to allow transfer air . 2. Zoning Each fan coil unit (zone ) will be dedicated to a unique room, building orientation, floor level, and interior use. On average, there will be one fan coil zone per 1000 sf. Dorm rooms, offices, and unique uses will have dedicated fan coil zones. Up to three perimeter offices will be served by a single, shared fan coil zone. 3. Energy Conservation Calculations The HVAC design shall utilize the above design criteria as a basis and shall also comply with the 202 5 State of California Energy Code California Code of Regulations (CCR), Title 24 and Building Standards. The performance based “whole building” model compliance approach shall be used. 4. HVAC Equipment The building will be conditioned by a dedicated VRF heat recovery system with ducted and ductless fan coils throughout the various space s. Building ventilation to be provided through an energy recovery ventilator unit. All of the mechanical equipment in the building is anticipated to be on emergency power . Alternate mechanical system types will be considered for the building if the above noted design criteria and zoning conditions can be met. a. Electrical service connections to HVAC equipment will be from dedicated HVAC electrical panels. b. VRF -1: The building will be conditioned by an approximately 12 ton variable refrigerant flow (VR F) heat recovery condensing unit located on the ground near the electrical room . VRF -1, serving the building fan coil units, will consist of a single condensing module with R -32 refrigerant (Daikin, or similar). The module will be independently powered, anchored and externally isolated using neoprene waffle pads (Mason Super W, or similar), and will have a master controller with BACnet compatibility. c. ERV -1: The building will have ventilation and exhaust air provided by a 95 0 cfm energy recovery ventilator unit (Greenheck model ECV , or similar) located on the roof. Ventilation air ducts will be ducted through the building and be coupled with various VRF fan coils in each thermal zone throughout the space. ERV -1 will be paired with VRF-1 fan coils. Return/exhaust air back to the unit shall be fully ducted in the ceiling space via l ow pressure return ducts to the dedicated outdoor air systems where it will pass over the heat recovery core before being exhausted. ERV -1 will include ECM supply and exhaust fans, heat recovery core, MERV 13 filtration, and BACNet controls. Unit should also be mounted on an acoustic vibration isolation curb (Vibrex VIC -EQ, or similar) Page 118 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 19 Page 19 d. VRF Fan Coils (VFC -1 to VFC -11): Each thermal zone in the new building will include a VRF fan coil (Daikin model FXZQ, FXMQ, FXAQ, or equal). The type of fan coil provided in each zone will depend on the requirements of the space – ceiling cassette type for small spaces requiring separate zone control , highwall type for utility spaces with no ceiling, and ducted fan coils for units for large spaces. Each fan coil will have a ventilation air duct coupled with the unit, washable filter (cassettes), MERV 13 filter (ducted units with MERV 13 Air Filter and Cabinet Kit , or similar), factory integral condensate pump s for cassette & ducted un its, field mounted condensate pumps for highwall units (Aspen DACA -CP1-1, or similar), 2-row cooling coil, and BACnet controls . e. Process Cooling Equipment (1-to -1 split systems): Air -cooled mini split systems will provide 24/7 conditioning of MDF and Electrical rooms . Units to use R -32 or R -454B refrigerant. i. FC -1 / CU-1: Electrical 121 will be served by an approximately 3 ton high wall ductless fan coil unit (Daikin FTXV36AVJU9 / RX V 36AVJU 9, or similar). ii. FC -2 / CU -2: MDF 123 will be served by an approximately 3 ton highwall ductless fan coil unit (Daikin FTXV36AVJU9 / RXV36AVJU9 , or similar). iii. FC -3 / CU -3: Decontamination 130 will be served by an approximately 4 ton 100% O/A ducted fan coil unit (Daikin F XMQ48MFVJU / RX TQ48TB VJU B , or similar). This unit will need to be updated to the equivalent R -32 unit as soon as it is available from the manufacturer. iv. Condensing units will be located on the roof . f. Refrigerant Leak Detect ion : Each VRF zone indicated on the plans shall have a VRF refrigerant leak sensor mounted on a wall within 12” of the finished floor level (Macurco model RD-VRF, or similar). g. Multi Port Branch Selector Boxes (BS): The building heat will be provided by the VRF system in conjunction with various BS boxes throughout the space (Daikin model BSQ , or similar). The BS boxe s will be interlocked with the main VRF system and will have control boards to communicate with the VRF main controller . h. Refrigerant Safety Shut -Off Boxes (SOV): The refrigerant piping branches of the VRF system will include safety shut -off boxes to limit the amount of potential R32 refrigerant released into the building in the event of a pipe leak in the system (Daikin model SVA , or similar). The SOV boxes will be interconnected with the main VRF system and will have control boards to communicate with the VRF main controller if they have closed due to leakage being detected . The quantity of SOVs required will be determined by the size of the rooms and the amount of refrigerant in each branch. i. Exhaust Systems: 1. EF -1: Dryer booster fan, approximately 80 cfm, will be provided for the dryer exhaust in the laundry room (Fantech DBF 4XLT, or similar). Dryer to be controlled via a pressure sensor mounted in the ductwork. 2. EF -2: Rooftop exhaust fan, approximately 200 cfm, will be provided for the Turnout Gear exhaust (Greenheck CUE or similar). 3. EF -3: Rooftop exhaust fan, approximately 40 0 cfm, will be provided for the Decontamination room, restroom 131, and storage 128. (Greenheck CUE or similar). 4. EF -4 : Rooftop exhaust fan, approximately 30 0 cfm, will be provided for the drying cabinet in the d econtamination room. (Greenheck CUE or similar). Fan to be interlocked with drying cabinet . 5. Apparatus Bay Vehicle Extraction System (VEF -1): The apparatus bay will be equipped with a vehicle extraction system (Plymovent, or similar). The extraction system shall include the following: (i) Roof mounted exhaust fan (Plymovent model TEV, or similar). Fan to be equipped with a weatherproof enclosure and pressure sensors for fan activation. (ii) A filter housing with MERV 8 pre -filters and 95% final filters Page 119 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 20 Page 20 (iii) One long straight rail in each apparatus bay to run the full length of the bay outfitted with 2 hoses per rail, crab return assemblies, balancer, saddle & hose loop for 25ft 4”Ø hose, pneumatic fill valve and grabber nozzle and complete pneumatic circuit for pa ssive release auto crab/trolley return with safety switch. System to be designed for two apparatuses stored in tandem in each bay with the ability to add a third hose to each rail to be able to store three tandem or remove a hose for a single long app aratus. (iv) Control panel provided to control the vehicle exhaust system. Controls to allow for manual or automatic control of the fan. Control box to also include an alarm device that can be used for status control of the airflow in the exhaust system. j. Gravity Intake Units: 1. IH -1: Rooftop gravity intake hood, approximately 2,0 00 cfm, will be provided for apparatus bay exhaust air makeup (Greenheck GRSI or similar). 2. IH -2: Rooftop gravity intake hood, approximately 200 cfm, will be provided for the Turnout Gear exhaust air makeup (Greenheck GRSI or similar). 3. IH -3: Rooftop gravity intake hood, approximately 200 cfm, will be provided for the Decontamination room exhaust air makeup (Greenheck GRSI or similar). k. Infrared Heaters (IR -1 to IR -6): 1. Infrared heaters to be provided in apparatus bay along sides of apparatus bay (Infratech WD - 60, or similar). A total of 6 heaters anticipated (3 on each side), equally spaced across the length of the bay, and mounted at 12ft above the finished floor. l. Ceiling Fans: 1. CF -1: Ceiling fan, 60 ” diameter, will be provided for the Weight Room (Big Ass Fan Haiku L , or similar). Ceiling fan to include wall controller . 5. HVAC Equipment Additional Notes a. The fire station building is considered an essential facility and will have the majority of the mechanical systems on emergency power. b. HVAC testing, adjusting and balancing agent will be certified by AABC or NEBB. c. HVAC systems commissioning will be provided in accordance with California Energy Code. 6. HVAC Ductwork and Accessories a. Comply with SMACNA HVAC Duct construction Standards, Metal and Flexible (SMACNA), Fourth Edition, 2021 and NFPA 90A. b. Ductwork shall be galvanized steel with G -90 zinc coating, ASTM A 653, minimum 26 gauge, unless otherwise noted. Assume plenum return air system with limited return air ductwork. c. Concealed HVAC supply air ductwork shall be insulated with mineral fiber insulation and ASJ jacket per California Energy Code standards. d. Duct silencers shall be provided at main supply and return /exhaust to each ERV unit. e. Combination fire/smoke dampers, integrated with area -wide fire alarm, will be provided as required at occupancy separations. f. Flexible ductwork shall be provided for final 5 -foot connection to supply air diffusers. Page 120 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 21 Page 21 7. Grilles and Diffusers a. General ceiling supply diffusers to be steel, plaque faced. Ceiling mounted return and exhaust grilles to be steel, louver face. Diffusers and grilles to be compatible with ceiling and wall conditions, field painted where required to match custom wall colo rs. b. Grilles and diffusers located in locker rooms, restrooms, and shower rooms to be aluminum. c. Supply diffusers in exposed ceiling areas to be spiral duct mounted type. Return air in exposed ceiling areas to be minimized to large open -ended ducts covered with wire mesh. d. Air distribution in all lay -in T-bar ceiling areas will be plaque face type. Air distribution in hard lid areas will be linear diffusers (Price, Titus, Krueger or equal). 8. Volume D ampers Manual volume dampers will be provided in branch ducts to each diffuser. In areas with hard ceilings and non - accessible areas, remote balancing damper controllers (Young Regulator EBD, or similar) will be provided at each inlet or outlet in lieu of manual dampers . 9. Refrigerant Piping and Accessories Type L copper tubing with soldered joints shall be provided for refrigerant piping distribution. Refrigerant piping shall be insulated with 1” elastomeric foam pipe insulation. 10. HVAC Controls a. A Building Management System (BMS) is not anticipated to be utilized in the facility and all units are to be provided with programmable thermostats. Equipment to be provided with BACnet provisions to accommodate potential future BMS installation. 11. Seismic Restraints HVAC ductwork and pipe support to comply with SMACNA Seismic Restraint Manual, Guidelines for Mechanical Systems, Third Edition 2008. END OF MECHANICAL SYSTEMS SECTION 008 PLUMBING SYSTEMS A. OVERVIEW The plumbing scope of service for this project is to provide complete plumbing design for a new single -story fire station. The new building shall be provided with complete domestic hot and cold water, sanitary soil, waste, vent, and storm drainage piping systems. B. CODES AND GUIDELINES All aspects of the design shall follow the requirements of the current California Plumbing Code and CalGreen standards for plumbing fixtures. Additional Regulations and Standards shall include as a minimum: • ANSI ‐ American National Standards Institute Inc. • ASHRAE ‐ American Society of Heating Refrigerating and Air Conditioning Engineers Handbooks • ASME ‐ American Society of Mechanical Engineers Guidelines and Standards • AWS ‐ American Welding Society • CAL/OSHA ‐ California Occupational Safety and Health Administration • CBC ‐ California Building Code • CCR ‐Title 24 California Code of Regulations • CFC ‐ California Fire Code Page 121 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 22 Page 22 • CPC ‐ California Plumbing Code • NFPA ‐ National Fire Protection Association Guidelines and Standards • SFM ‐ California State and local Fire Marshal C. PLUMBING FIXTURE Water Efficiency Plumbing fixtures installed in the project will meet or exceed the water efficiency requirements of the 2025 California Green Building Standards (CalGreen) code. The maximum water uses for each indoor plumbing fixture type installed in the project shall be: • Water closets: 1.28 GPF • Urinals: 0.125 GPF • Lavatories: 0.5 GPM • Sinks 1.8 GPM • Showers 1.8 GPM D. A C CESSIBILITY Accessible plumbing fixtures in each restroom will comply with the requirements of the Americans with Disabilities Act (ADA) and all California requirements for accessibility. E. CALIFORNIA AB 1953 COMPLIANCE Potable water system fixtures, materials, valves, and appurtenances to be in compliance with California Assembly Bill 1953, which limits the allowable lead content in certain domestic water system components. F. SITE UTILITIES Refer to “003 – SITE PLANNING” for site domestic water, sewer, and storm drain basis of design. G. PLUMBING PIPING MATERIALS 1. DOMESTIC WATER PIPING Piping within the building and above grade shall be Type "L" ASTM B88, hard drawn copper tubing with wrought copper sweat fittings per ANSI B16.18 and B16.22. Below grade piping outside of the building within five feet (5') of the foundation shall be Type "K" ASTM B88, hard drawn copper with wrought copper sweat fittings per ANSI B16.18 and B16.22. Below slab piping shall be Type "K" soft annealed copper tubing with no fittings below the slab. 2. SANITARY SOIL, WASTE PIPING Soil and waste piping within the building and outside within five feet (5') of the foundation shall be no -hub cast iron pipe and fittings conforming to CISPI Standard 301 -04 or ASTM A -888 -04 with Heavy -Duty No -Hub Couplings conforming to ASTM C -1540 and AS TM C-564. Plumbing fixtures above grade shall be drained by gravity to the site sanitary drainage system. Gravity drainage system shall maintain a minimum slope down of 2% in the direction of flow except where indicated otherwise. 3. SANITARY VENT PIPING Same as specified for sanitary soil and waste piping except with Standard Duty No -Hub Couplings conforming to CISPI Standard 310 and ASTM C -564. Vents from fixture traps shall be extended through and terminate a minimum 12” above roof and shall be located a minimum of 10 feet from building outside air intakes. Exposed vent piping shall be Schedule 40 galvanized steel pipe, ASTM A53. Page 122 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 23 Page 23 4. FACILITY STORM DRAINAGE PIPING Storm drain piping within the building and outside within five feet (5') of the foundation, and overflow drain piping within the building shall be no -hub cast iron pipe and fittings conforming to CISPI Standard 301 -04 or ASTM A -888 -04 with Heavy -Duty No -Hub Couplings conforming to ASTM C -1540 and ASTM C -564. Roof drains, overflow drains and leaders shall be designed for a minimum of 2‐inch per hour rainfall unless directed otherwise by the local building authority. Overflow drain piping shall "daylight" to the building exterior and be provided with downspout covers as indicated on the plumbing plans. Perimeter Gutters and Downspouts will be provided as required, materials to be determined. Coordinate with architectural plans. 5. CONDENSATE DRAINAGE PIPING Condensate drain piping shall be Type "M" ASTM B88, hard drawn copper tubing with wrought copper sweat fittings. 6. INDIRECT WASTE Indirect waste piping shall be Type ”L” ASTM B88, hard drawn copper tubing with wrought copper fittings as specified for water piping. 7. PLUMBING INSULATION Piping for service hot water systems shall be insulated with preformed fiberglass pipe insulation with all service jacket, per California Title -24 standards. H. PLUMBING FIXTURES 1. Plumbing fixtures by Sloan, Zurn, Kohler, American Standard or approved equal. 2. Water closets shall be water efficient 1.28 GPF manual flushometer valve s, wall mount vitreous china with siphon jet action, elongated bowl with open front seat, in both ADA and non -ADA compliant configurations as applicable. 3. Restroom lavatories shall be undermounted vitreous china with manual 0.5 GPM faucet, with prewrapped trap and supply covers, loose key stops, and rigid supplies. ADA compliant. 4. Kitchen area sinks shall be undermount stainless -steel ADA single bowl for use with solid surface countertops, HW/CW with 1.5 GPM kitchen faucet with prewrapped trap and supply covers, loose key stops, rigid supplies, and garbage disposal. 5. Kitchen areas to be provided with connections for dishwasher, filtered water dispenser and coffee machine(s). 6. Icemaker supply box with shut -off valve will be provided at all refrigerators. 7. Interior bottle fillers shall be stainless steel, refrigerated and filtered with recessed compressor. 8. Showers shall be recessed mount, thermostatic mixing valve actuation, with HW/CW, 1.8 gpm showerheads, ADA compliant showers to include in addition a fixed showerhead and control valve. Floor drains shall be cast iron body with flashing collar and nickel -bronze adjustable strainer. 9. Service sinks shall be free standing stainless steel with HW/CW wall mount faucet with integral vacuum breaker, hose, pail hook, and vinyl rim guard. 10. Floor drains with trap primers shall be provided in all restrooms and laundry / decontamination rooms . 11. Provide a wall mounted hose bibb in restrooms for wash down. 12. Provide floor drains with trap primers in the Laundry Room and the Decontamination Room. 13. Provide floor sinks with trap primers at Decontamination Room and as indicated on plans and as required. 14. Provide two -compartment stainless steel, floor -mounted utility sink HW/CW with 1.5 GPM with goose neck faucet with wrist blade handles in Decontamination Room. 15. Provide additional one -compartment stainless steel, floor -mounted utility sink, HW/CW with 1.5 GPM with goose neck faucet with foot pedal activation located adjacent to Decontamination Room. 16. Provide wall mounted clothes washer supply box in the Laundry Room and an indirect drain to a floor trough drain with lint trap at extractor in the Decontamination Room. Page 123 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 24 Page 24 17. Provide downspout covers to the overflow drain pipe termination. Coordinate with architecture the height location of the fixtures. 18. Provide trench drains at Apparatus Bays running the length of the bay as indicated on plans. Coordinate exact length and location with Architectural design. P -traps shall be provided with a trap primer connection. Drainage from Apparatus Bay trench drain s shall extend to the site and discharge to a Sand and Oil Interceptor and Sample Box before continuing to the city sanitary sewer connection. 19. Provide icemaker with floor sink, as indicated on plans, adjacent to the Apparatus Bay . 20. Floor sinks will be provided in the Air Compressor room and the ice machines . 21. Exterior hose bibbs around the building shall be recessed lockable box type with integral vacuum breaker. Rooftop hose bibbs shall be free standing with integral vacuum breaker. 22. Provide hub drain with electric trap primer will be installed for fire riser test drain. 23. Provide hose reels with quick disconnect adaptors. Hose reels to be located in the Apparatus Bay and mounted at a minimum 9’-0” above finished floor. I. PLUMBING EQUIPMENT 1. Domestic Water Heating a. This project will include a tank type electric water heating system with expansion tank, drain pan and drain to receptor located in the Laundry/Janitor room . Hot water will be controlled to a supply temperature no more than 140 degrees Fahrenheit to serve all lavatories, sinks, and service sinks. Point of use thermostatic mixing valves located at the lavatories will provide tempered water. The hot water syst em will be fully circulated with a pump interlocked to an aquastat allowing for control of the circulating system. Water heater(s) shall be a A.O. Smith or approved equal. b. Electric instantaneous point of use water heaters may be provided as required to serve remote fixtures requiring hot water. Water heaters shall be Eemax, Chronomite or equal. 2. Compressed Air System: a. The Air Compressor shall be sized per owner equipment requirements. DBE shall provide the Air Compressor, compressed air piping to equipment and provide a floor sink for indirect drainage from the Air Compressor. All compressed air piping shall terminate with quick disconnect adaptors per owner specified connection type. Refer to plumbing plans for specification 3. Domestic Water Anti -Scale Filtration a. The anti-scale shall be sized per GPM demand of the building. Domestic water to be routed through the anti-scale system prior to the final plumbing fixture location. J. PIPE TESTING 1. All piping systems shall be tested in accordance with the applicable service as indicated in the California Plumbing Code. 2. All new water piping shall be disinfected/sterilized as directed by the California Plumbing Code. END OF PLUMBING SYSTEMS SECTION Page 124 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 25 Page 25 009 ELECTRICAL SYSTEMS A. MAIN SWITCHBOARD MSB A new MSB at 8 00A -120/208V -3PH -4W shall be located in the main electrical room and served from the PG&E transformer located on the site. B. EMERGENCY GENERATOR A new 350kW emergency generator with 2000 gallon base mounted fuel tank shall be located on the site. The generator will serve as emergency back -up for the entire building for 72 -hours. The generator will serve the building through an 800A automatic transfer switc h and emergency distribution board. The generator will be located outdoors in a weatherproof enclosure , sound attenuating muffler system and diesel particulate filter . The base fuel tank will hold enough diesel fuel to power the station for three days. T he basis of design is Rehlko Generators. Comply with federal (EPA), state, and local regulations applicable at the time of commissioning; include factory emissions certification with submittals. C. FUTURE SOLAR READY The MSB will have a section reserved for So lar R eadiness and B attery E nergy S torage S ystem (BESS) connection dedicated to Solar PV . D. POWER 1. GENERAL REQUIREMENTS a. Multiple power and lighting panelboards will be provided as required. Lighting loads will be connected at 120 volts, single-phase, HVAC /Plumbing loads will be connected at 120 volts, single-phase or 208 -volt, 3- phase , Receptacle loads will be connected at 120 volts, single -phase. b. Typical receptacles, switches and wiring devices to be specification grade, white in color, decora type with specification grade stainless steel faceplates. c. Dedicated GFI receptacles shall be provided in restrooms and on the exterior of the building. d. EV charging stations will be based on the number of parking spaces provided on site . E. LIGHTING 1. GENERAL REQUIREMENTS a. Lighting system shall be designed to comply with the California Energy Code and Title 24. b. All lighting shall conform to the latest IES Recommended Practices (RP s) and IES G -1-22 “Guide for Security Lighting for People, Property, and Crit ical Infrastructure”. c. Lighting shall conform to City of Gilroy Zoning Code, including the Glen Loma Ranch Specific Plan, and Resolution No 2014 -19; and amendments to the California Building code, including Ordinance 2025 -06 . d. All fixtures shall be dimmable LED. e. All illumination to be on emergency power. 2. INTERIOR LIGHTING a. General Requirements 1) Color Rendering: 90 CRI minimum 2) Color Temperature: 3500K typical, with exception to specific fixtures where warmer color temperatures are beneficial to night -time activities such as sleeping . 3) Controls: All interior spaces shall have on/off/dimming controls . Where multiple layers of light are provided, individual zone control shall be provid ed for flexibility. Controls shall be accessible Page 125 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 26 Page 26 to occupants, except in publicly occupied spaces such as lobbies, where controls shall be accessible to authorized personnel only. b. Scope / Design Considerations: 1) Offices, Conference Rooms, Corridors & Typical Spaces Throughout: 2x2 or 2x4 troffers. 2) Utility Spaces: Troffers or utility strip lights. 3) Lobbies/Reception: Fixtures shall be vandal resistant. Design shall include vertical illumination at specialty signage/wall graphics. 4) Dorms : Lighting design shall include a minimum of (2) layers of light, including a reading light with local switch control, and general overhead lighting . General overhead lighting shall provide sufficient illumination per IES recommendations, while balancing budget and visual comfort (either through a low UGR rating, indirect illumination , or other methods to soften the lighting and balance vertical and horizontal illumination). 5) Restrooms/Showers : Fixtures shall be shower rated, with dead front trims where applicable. 6) Dining/Kitchen : Design shall include direct and indirect illumination with multi -zone control. Design shall also include decorative pendant over kitchen island. 7) Weight Room : Design shall include direct and indirect illumination with mutli -zone control. Direct fixtures shall not be located directly above fans and fixtures shall be placed such that they do not cause str obing . 8) Apparatus Bays : High volume linear fixtures or linear wraparounds . Fixtures shall be laid out between apparatus bays such that there is ample vertical illumination on the sides of fire trucks and equipment. 9) Decontamination : Fixtures shall be sealed and wash -down rated. 3. EXTERIOR LIGHTING a. General Requirements 1) Color Rendering: 80 CRI minimum 2) Color Temperature: 3000K 3) Heights: Fi xtures shall be at a maximum height of 20 ’ per City of Gilroy, Glen Loma Ranch Specific Plan, and Resolution 2014 -19. 4) Light Pollution: Design shall be sensitive to surrounding residential neighborhood. In addition to complying with all applicable CalGreen requirements, fixtures shall incorporate back -light, uplight, and glare control/shields where relevant to minimize light trespass and pollution. b. Illuminance and Control 1) Lighting design shall be capable of providing a maintained average illuminance of 5fc with an average -to -minimum uniformity ratio not greater than 3:1 per IES standards. 2) Exterior illumination shall be controlled by timeclock and/or photosensors such that lights are automatically turned off during the day, and automatically turned on at night. 3) Poles shall be equipped with occupancy sensors for additional energy savings and to reduce light pollution within the neighborhood when the site is unoccupied. 4) Control shall be designed such that site lighting has a minimum of three settings. a) Emergency Response: During preparation and response to an emergency call for service, parking and station exit area lighting shall be raised to full output, providing the 5fc maintained average. b) Stand -by Mode : Five minutes after all responding personnel and equipment have departed and the building is secured, illumination shall return to stand -by mode, to Page 126 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 27 Page 27 provide 1fc along paths of travel and egress, and a minimum of 0.5fc in parking and roadway areas. Stand -by mode shall be the primary mode when the site is occupied during night -time hours. c) Unoccupied : After occupancy sensors sense 20 minutes of vacancy, lighting output shall be reduced to 50% of stand -by mode. Occupancy of the exterior site shall automatically raise the illumination back to Stand -by Mode levels, except when the Emergency Response mode is triggered. c. Scope 1) Parking/Roadways: 20 ’ max, full -cutoff, dimmable poles with integral occupancy sensors 2) Pedestrian Paths: 40” bollards and/or step lights. 3) Entry Stairs: Integral handrail lighting, with integral driver post. Lighting and rails to be specified as one complete system (handrail, lighting, posts, and drivers provided by one manufacturer). 4) Entry Doorway: Recessed 3” downlight. 5) Flag Pole s and Tree Accents : Ingrade, vandal and impact -resistant, adjustable uplights . 6) Wall Area Light s : Vandal, impact -resistant area lights. 7) Signage: Integral signage lighting by signage manufacture r. (Note: address number must also be illuminated). END OF ELECTRICAL SYSTEMS SECTION 010 STRUCTURED CABLING SYSTEM A. Telecommunications Service Entrance Room (MDF) 1. One (1) MDF room shall be provided per plan . The MDF room shall be air -conditioned and humidity controlled 24/7/365 and shall be equipped with a dedicated 100 Amp panel board (or higher depending on other equipment the department will be installing). The MDF room shall have a minimum of (3) 120v dedicated 20 -amp circuits and (2) 208 -volt 30 -amp circuits routed to outlets attached to overhead ladder tray (outlet types TBD). (2) 3” conduits will be installed from the MDF room to the roof with a weather head, in addition one 2” conduit to roof with weather head connection for GPS repeater system. (2) 2” conduits shall be installed over the apparatus bay to facilitate low voltage cabling pathways from one side of the bay to the other in both . 2. Provide (2) 4" conduit to from tel. co mpany POC pull box and (2) 3" conduit from cable provider POC pull box to MPOE (MDF). Coordinate with local providers engineering departments for pathway requirements. 3. MDF room will have two walls covered with ¾” fire rated plywood finished and painted on one side. 4. The telecom will be designed using UL listed 19” X 7’ equipment racks with minimum 10” wide vertical cable management on both sides to hold patch panels and City of Gilroy provided data switch equipment . Voice and data terminations shall be on rack mounted patch panels. Panels to RJ45 patch cables will be used to connect data ports to switches. Patch cables will be used to connect voice ports to phone switch tail connections. Multi -pair voice grade cable will be run from the rack mounte d panels for cross -connection of phone switch tails and phone backbone cables. CATV equipment will also be included in the racks. Overhead UL listed Telco style ladder tray will be used to hold and distribute all cables entering or leaving the room. Page 127 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 28 Page 28 B. Signal Grounding System 5. An appropriate ground bus bar shall be designed for the telecom room with a #2/0 green -insulated copper ground conductor to be connected to the Main Building Ground and #6 AWG conductor to building steel per TIA 607 standards. All cabinets, racks, conduits, AC units, UPSs, and electronics shall be bonded to the ground busbar with dedicated #6 AWG solid conductor green insulated wire and 2 -hole compression lugs. C. Cable System 1. Appropriately sized conduits shall be used to transition over closed gypsum board ceilings. Outlets for telecom service will have 1 ¼” conduits stubbed 6” above accessible ceiling for the horizontal cables. In inaccessible areas, conduits shall be designed to go directly to the cable tray or to the telecom room depending on the exact circumstance. 3” or 4” EZ Path UL listed firewall penetration systems shall be installed where required for cable access through fire -rated walls. 2. Category 6 cables for voice and data using a Structured Cabling Solution per City of Gilroy standard shall be installed. Horizontal CATV cables will be RG6. D. Horizontal Cabling 1. All horizontal data/voice and CATV cables shall originate from the MDF. E. Wireless Access 1. The building shall be provided with interior and exterior wireless access coverage utilizing City of Gilroy standard wireless access points (WAP’s). P rovide complete design, engineering, installation , and conf iguration of the wireless netw ork to ensure continuous and reliable coverage with strong s ignal strength throughout the ent ire secured ar ea and extending a minimum of 15 feet beyond the secure perimeter fenc eline. F. Station Outlet Configuration 1. Typical outlet configurations shall be one voice and two data jacks. Alternate outlet configurations to be used based on type of space will be 1) one voice, two data and one coaxial jacks, 2) one voice, two data and two multi -mode optics, 3) Voice wall jack and 4) all data jacks. Future wireless access point locations shall be cabled each with (2) Category 6 cables to a ceiling mounted enclosure. Electronics will be provided by City of Gilroy /IT. G. Structured Cable Warranty and Testing 1. All Category 6, Category 3 (voice feeder) and coax cabling shall be tested utilizing a Fluke DTX 1800 or equivalent. All Fiber Optic cables shall be tested utilizing Fluke Networks OFP -100 or equivalent. Test results shall be provided to City of Gilroy via unedited softcopy version of LinkWare. 2. Design -Build Entity shall provide 25 -year System Warranty. END OF STRUCTURED CABLING SYSTEM SECTION Page 128 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 29 Page 29 011 SECURITY SYSTEMS A. ACCESS CONTROL SYSTEM 1. Provide access control card readers at all exterior door s into the facility . Provide access control card readers and a localized mechanical pushbutton lock (basis of design: Simplex 5000 Series) at site pass gates. B. SECURITY VIDEO SURVEILLANCE SYSTEM 1. Provide a security surveillance system and include all equipment for a complete and operable system, including the required servers, video recorder, cameras, camera accessories, camera mounting accessories, camera onboard storage (SD/micro -SD card, if applicable), applications/programs, licensing configurations/programming . 2. P rovide (8 ) exterior secu rity video s urveillance cameras . Confirm all camera locations with City . 3. Cameras are IP -based with category 6A cabling. END OF SECURITY SYSTEMS SECTION 012 AUDIO -VISUAL A. GOALS AND PROJECT REQUIREMENTS 1. The purpose of the basis of design is to provide the proposed description of the Audio -Visual systems design, engineering, installation, and start -up for a complete, fully operational Audio - Visual systems for the project addressing the design assumptions based on the following standards. 2. Technologies listed below are options for review and incorporated as required. a. Speakers in Day Room , with integral cabling to the monitor in the room. b. Speakers in Dining, with integral cabling to the monitor in the room. c. Speakers in Shared Office, with integral cabling to the monitor in the room. d. Speakers in Captain’s Office , with integral cabling to the monitor in the room. B. APPLICABLE CODES AND STANDARDS GUIDELINES 1. C alifornia Electrical Code 2. INFOCOM - Avixa Audio – Visual Design Standards. 3. Accessibility requirements per C alifornia B uilding C odes – Chapter 11B Accessibility to Public Buildings, Public Accommodations, Commercial Building and Public Housing END OF AUDIO -VISUAL SECTION 013 FIRE PROTECTION SYSTEMS A. OVERVIEW The fire protection systems shall be designed responding to the building plan diagrams and complying with the current version of NFPA 13, NFPA 14 and NF PA 24 . This will be a design build process , and the scope will be addressed by the bidding Design -Build Entity and their subcontractors. B. FIRE WATER SUPPLY S prinkler heads shall be as follows: 1. Sprinkler heads in suspended ceiling areas shall be pendent quick response sprinkler, white finish with adjustable semi -recessed white finish escutcheon . Head shall be in the center of the half ACP panel . Page 129 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 30 Page 30 2. Sprinkler heads in gyp board or other non -suspended ceiling areas shall be quick response concealed pendent sprinkler with white or custom color cover plate to match adjacent ceiling surfaces as applicable. Sprinkler heads shall be installed align ed in each ceiling area. 3. Areas with no ceiling shall be provided with sprinkler coverage using brass finish upright quick response sprinklers. END OF FIRE PROTECTION SYSTEMS SECTION 014 FIRE ALARM SYSTEMS C. OVERVIEW The building shall be equipped with a fire alarm system to notify occupants of smoke or fire detected in the building complying with NFPA 72 . END OF FIRE ALARM SYSTEMS SECTION 015 FIRE STATION ALERTING SYSTEMS A. OVERVIEW The building shall be equipped with a fire station a lerting system to notify the fire crew of emergency calls throughout. 1. The S tation Controller : a. Locate t he controller in the MDF room and include a compatible amplifier and UPS for th is specific system. b. Provide station controller expansion modules as required. c. Provide system to provide a signal to other Design -Build Entity provided systems including gas/fuel shut -off system , lighting control system . d. Provide connection between controller’s line -level audio output and house audio amplifier , if applicable per owner AV requirements. e. System shall send alert s to fire personnel ’s smart phones while off -site . 2. System components : a. LED M essage signs : E ach side of each A pp B ay, entrances to App Bay s, Dining , Day Room, Kitchen, Shared Office, Captain’s Office, and Weight Room . b. Strobe Lights: Each side of each App Bay, Shared Crew Office, Weight Room, Workshop. c. Dorm Light: Each dorm room. d. Speaker s , flush mount : Each occupied room . e. Speakers, W eather -proof: App Bays, outside front and rear of App Bays and outdoor patio. f. System remote relay s: As required. 3. Design -Build Entity to provide the following for the complete system. a. Conduit b. Back boxes c. Cable trays . d. Mounting fasteners . END OF FIRE STATION ALERTING SYSTEMS SECTION END OF DOCUMENT Page 130 of 256 Exhibit C - 1 20421.1 | 5329-184400 EXHIBIT C Performance Bond No. PERFORMANCE BOND WHEREAS, the City of Gilroy ("City") has awarded [ insert name of DBE ] designated as the "Principal" herein, an agreement for the work described as follows: WHEREAS, on or about , 20 , the Principal entered into a Design-Build Agreement with the City for the design and construction of the work of improvement, which Design-Build Agreement and all Agreement Documents set forth therein are incorporated herein and made a part hereof by this reference; and WHEREAS, Principal is required to furnish a bond guaranteeing the faithful performance of its obligations under the Agreement Documents concurrently with delivery to City of the executed Design-Build Agreement. NOW, THEREFORE, Principal and ("Surety"), a duly admitted surety in the State of California, are held and firmly bound to City for payment of the penal sum of $ ("the Bonded Sum"), in lawful money of the United States, for payment of which sum Principal and Surety jointly and severally bind themselves and their heirs, executors, administrators, successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH THAT its Principal shall promptly and faithfully perform all of its obligations under the Agreement Documents, including any and all amendments and supplements thereto, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The following terms and conditions shall apply with respect to this Bond: 1. The DBE and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to City for the complete and proper performance of the Design-Build Agreement, which is incorporated herein by reference. 2. If the DBE completely and properly performs all of its obligations under the Design-Build Agreement, the Surety and the DBE shall have no obligation under this Bond. 3. If there is no City Default, the Surety's obligation under this Bond shall arise after: 3.1 City has declared a DBE Default under the Design-Build Agreement pursuant to the terms of the Design-Build Agreement; and 3.2 City has agreed to pay the Balance of the Agreement Sum to: Page 131 of 256 Exhibit C - 2 20421.1 | 5329-184400 3.2.1 The Surety in accordance with the terms of this Bond and the Design-Build Agreement; or 3.2.2 The contractor selected to perform the Design-Build Agreement in accordance with the terms of this Bond and the Design-Build Agreement. 4. When City has satisfied the conditions of Paragraph 3, the Surety shall promptly (within thirty (30) days) and at the Surety's expense elect to take one of the following actions (provided, that unless and until City has actually terminated DBE for default, the Surety need only respond to City and commence a diligent investigation, not make an election): 4.1 Arrange for the DBE, with consent of City, to perform and complete the Design- Build Agreement (but City may withhold consent, in which case the Surety must elect an option described in Paragraphs 4.2, 4.3 or 4.4, below); or 4.2 Undertake to perform and complete the Design-Build Agreement itself, through its agents or through independent contractors, but City may reject use of the DBE as an agent or independent contractor; or 4.3 Obtain bids from qualified Design-Builders (DBEs) acceptable to City for a contract for performance and completion of the Design-Build Agreement (other than the original DBE), and, upon determination by City of the lowest responsible bidder, arrange for a contract to be prepared for execution by City and the DBE selected with City's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Design- Build Agreement; and, if the Surety's obligations defined in Paragraph 6, below, exceed the Balance of the Contract Sum, then the Surety shall pay to City the amount of such excess; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new DBE and with reasonable promptness under the circumstances, and, after investigation and consultation with City, determine in good faith its monetary obligation for which it may then be liable to City under Paragraph 6, below, for the performance and completion of the Design-Build Agreement and, as soon as practicable after the amount is determined, tender payment therefor to City with full explanation of the payment's calculation. If City accepts the Surety's tender under this Paragraph 4.4, City may still hold Surety liable for future damages then unknown or unliquidated resulting from the DBE Default. If City disputes the amount of Surety's tender under this Paragraph 4.4, City may exercise all remedies available to it at law to enforce the Surety's liability under Paragraph 6 below. 5. If the Surety does not proceed as provided in Paragraph 4, above, then the Surety shall be deemed to be in default on this Bond ten (10) days after receipt of an additional written notice from City to the Surety demanding that the Surety perform its obligations under this Bond. At all times City shall be entitled to enforce any remedy available to City at law or under the Design-Build Agreement including, without limitation, and by way of example only, rights to perform work, protect work, mitigate damages, or coordinate work with other consultants or DBEs. Page 132 of 256 Exhibit C - 3 20421.1 | 5329-184400 6. The Surety's monetary obligation under this Bond is limited to the amount of this Bond, plus the Balance of the Contract Sum paid hereunder. Subject to these limits, the Surety's obligations under this Bond are commensurate with the obligations of the DBE under the Design-Build Contract. The Surety's obligations shall include, but are not limited to: 6.1 The responsibilities of the DBE under the Design-Build Agreement for completion of the Design-Build Agreement and correction of defective work; 6.2 The responsibilities of the DBE under the Design-Build Agreement to pay liquidated damages, and for damages for which no liquidated damages are specified in the Design-Build Agreement, actual damages caused by non-performance of the Design-Build Agreement, including but not limited to, all valid and proper backcharges, offsets, payments, indemnities, or other damages; 6.3 Additional legal, design professional and delay costs resulting from the DBE Default or resulting from the actions or failure to act of the Surety under Paragraph 4, above. 7. No right of action shall accrue on this Bond to any person or entity other than C ity or its heirs, executors, administrators, or successors. 8. The Surety hereby waives notice of any change, alteration or addition to the Design-Build Agreement or to related subcontracts, purchase orders and other obligations, including changes of time. The Surety consents to all terms of the Design-Build Agreement, including provisions on changes to the Agreement. No extension of time, change, alteration, modification, deletion, or addition to the Agreement Documents, or of the work required thereunder, shall release or exonerate Surety on this Bond or in any way affect the obligations of Surety on this Bond. 9. Any proceeding, legal or equitable, under this Bond shall be instituted in any court of competent jurisdiction where a proceeding is pending between City and the DBE regarding the Design-Build Agreement, or in the courts of the County of Santa Clara. 10. Notice to the Surety, City or the DBE shall be mailed or delivered to the address shown on the signature page. 11. Any provision in this Bond conflicting with any statutory or regulatory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. 12. Definitions. 12.1 Balance of the Contract Sum: The total amount payable by City to the DBE pursuant to the terms of the Design-Build Agreement after all proper adjustments have been made under the Design-Build Agreement, for example, deductions for progress payments made, and increases/decreases for approved modifications to the Design- Build Agreement. Page 133 of 256 Exhibit C - 4 20421.1 | 5329-184400 12.2 Design-Build Agreement: The agreement between City and the DBE identified on the signature page, including all Agreement Documents and changes thereto. 12.3 DBE Default: Material failure of the DBE, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Design-Build Agreement 12.4 City Default: Material failure of City, which has neither been remedied nor waived, to pay the DBE progress payments due under the Design-Build Agreement or to perform other material terms of the Design-Build Agreement, if such failure is the cause of the asserted DBE Default and is sufficient to justify DBE termination of the Design-Build Agreement. 13. Qualification Regarding Extended Warranties. The Surety’s liability for extended warranties for Subcontractors and suppliers shall not apply to a breach of any such extended warranty under the Design-Build Agreement that occurs more than one year after the applicable warranty commencement date under the Design-Build Agreement. IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety of the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Principal and Surety have caused this Bond to be duly executed and delivered as of this day of , 20 . SURETY: PRINCIPAL: Name Name Principal Place of Business Address By: By: Signature Signature Attorney-In-Fact Printed Name Signature Title Page 134 of 256 Exhibit C - 5 20421.1 | 5329-184400 (Attach Attorney-in-Fact Certificate, Corporate Seal and Surety Seal) END OF DOCUMENT Page 135 of 256 Exhibit D - 6 20421.1 | 5329-184400 EXHIBIT D Payment Bond No. PAYMENT BOND (Labor and Material Bond) WHEREAS, the City of Gilroy ("City") has awarded [ insert name of DBE ] designated as the "Principal" herein, an agreement for the work described as follows: WHEREAS, on or about , 20 , the Principal entered into a Design-Build Agreement with the City for the design and construction of the work of improvement, which Design-Build Agreement and all Agreement Documents set forth therein are incorporated herein and made a part hereof by this reference; and WHEREAS, by terms of the Design-Build Agreement, as well as California Civil Code §9550, Principal is required to furnish a bond guaranteeing payment of claims. NOW, THEREFORE, Principal and ("Surety"), a duly admitted surety in the State of California, are held and firmly bound to the City for payment of the penal sum of $ ("the Bonded Sum"), in lawful money of the United States, for payment of which sum Principal and Surety jointly and severally bind themselves and their heirs, executors, administrators, successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if Principal shall fail to pay any of the persons named in California Civil Code §9100 for all labor, materials, equipment or services used or reasonably required for use in performance of the Work of the Project, then Surety shall pay for the same in an amount not-to-exceed the Bonded Sum, otherwise this obligation shall be null and void. The following terms and conditions shall apply with respect to this Bond: 1. The DBE and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to City and to Claimants, to pay for labor, materials and equipment furnished for use in the performance of the Design-Build Agreement, which is incorporated herein by reference. 2. With respect to City, this obligation shall be null and void if the DBE: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies and holds harmless City from all claims, demands, liens or suits by any person or entity who furnished labor, materials or equipment for use in the performance of the Design-Build Agreement, provided City has promptly Page 136 of 256 Exhibit D - 7 20421.1 | 5329-184400 notified the DBE and the Surety (at the address described in Paragraph 10) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the DBE and the Surety, and provided there is no City Default. 3. With respect to Claimants, this obligation shall be null and void if the DBE promptly makes payment, directly or indirectly through its subcontractors, for all sums due Claimants. However, if DBE or its subcontractors fail to pay any of the persons named in California Civil Code section 9100, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Agreement, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of DBE or subcontractors pursuant to the Unemployment Insurance Code section 13020, with respect to such work and labor, then Surety will pay for the same, and also, in case suit is brought upon this bond, a reasonable attorney's fee, to be fixed by the Court. 4. Consistent with the California Mechanic's Lien Law, California Civil Code §§ 8000, et seq., the Surety shall have no obligation to Claimants under this Bond unless the Claimant has satisfied all applicable notice requirements. 5. The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety under this Bond. 6. Amounts due the DBE under the Design-Build Agreement shall be applied first to satisfy claims, if any, under any Construction Performance Bond and second, to satisfy obligations of the DBE and the Surety under this Bond. 7. City shall not be liable for payment of any costs, expenses, or attorney's fees of any Claimant under this bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 8. The Surety hereby waives notice of any change, including changes of time, to the Design- Build Agreement or to related subcontracts, purchase orders and other obligations. 9. Suit against Surety on this Payment Bond may be brought by any Claimant, or its assigns, at any time after the Claimant has furnished the last of the labor or materials, or both, but, pursuant to California Civil Code §9558, must be commenced before the expiration of six months after the period in which stop notices may be filed as provided in Civil Code §9356. 10. Notice to the Surety, City or the DBE shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, City or the DBE, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 11. This Bond has been furnished to comply with the California Mechanic's Lien Law, including, but not limited to, Civil Code §§9550, et seq. Any provision in this Bond conflicting with said statutory requirements shall be deemed deleted and provisions conforming to such statutory or other legal requirements shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Page 137 of 256 Exhibit D - 8 20421.1 | 5329-184400 12. Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the DBE shall promptly furnish a copy of this Bond or shall permit a copy to be made. 13. DEFINITIONS 13.1 Claimant: An individual or entity having a direct contract with this DBE or with a subcontractor of the DBE to furnish labor, materials or equipment for use in the performance of the Contract, as further defined in California Civil Code §9100. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Design-Build Agreement, architectural and engineering services required for performance of the work of the DBE and the DBE’s subcontractors, and all other items for which a stop notice might be asserted. The term Claimant shall also include the Unemployment Development Department as referred to in California Civil Code §9554(b). 13.2 Design-Build Contract: The agreement between City and the DBE identified on the signature page, including all Contract Documents and changes thereto. 13.3 City Default: Material failure of City, which has neither been remedied nor waived, to pay the DBE as required by the Design-Build Agreement, provided that failure is the cause of the failure of DBE to pay the Claimants and is sufficient to justify termination of the Design-Build Agreement. IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety of the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Principal and Surety have caused this Bond to be duly executed and delivered as of this day of , 20 . SURETY: PRINCIPAL: Name Name Principal Place of Business Address By: By: Signature Signature Attorney-In-Fact Printed Name Signature Title Page 138 of 256 Exhibit D - 9 20421.1 | 5329-184400 (Attach Attorney-in-Fact Certificate, Corporate Seal and Surety Seal) END OF DOCUMENT Page 139 of 256 Exhibit E - 1 20421.1 | 5329-184400 EXHIBIT E DBE'S PROJECT REPRESENTATION AND KEY PERSONNEL Page 140 of 256 Exhibit F - 1 20421.1 | 5329-184400 EXHIBIT F SUBMITTAL SCHEDULE Page 141 of 256 408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com PROJECT NUMBER Submittal Date 70% SCHEMATIC DESIGN 03/10/2026 100% SD / BRIDGING DOCS 03/26/2026 33236 SANTA TERESA FIRE STATION 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 G0.00 COVER SHEET Page 142 of 256 11B-201.4 CONSTRUCTION SUPPORT FACILITIES. These requirements shall apply to temporary or permanent construction support facilities for uses and activities not directly associated with the actual processes of construction, including but not limited to offices, meeting rooms, plan rooms, other administrative or support functions. When provided, toilet and bathing facilities serving construction support facilities shall comply with 11B-213. When toilet and bathing facilities serving construction support facilities are provided by portable units, at least one of each type shall be accessible and connected to the construction support facilities it serves by an accessible route. EXCEPTION: During construction an accessible route shall not be required between site arrival points or the boundary of the area of construction and the entrance to the construction support facilities if the only means of access between them is a vehicular way not providing pedestrian access. TEL: 408/846-0277 PUBLIC WORKS, PROJECT MANAGER NAME: CITY OF GILROY CLIENT INFORMATION CITY,STATE, ZIP: GILROY, CA 95020 ADDRESS: 7351 ROSANNA STREET CONTACT: RYAN OSENTON E-MAIL: ryan.osenton@cityofgilroy.org TEL: 408/780-7200 NAME: LPA, INC. ARCHITECT CITY,STATE, ZIP: SAN JOSE, CA 95113 ADDRESS: 60 S MARKET ST #1250 CONTACT: CHARLIE WILLIAMS E-MAIL: cwilliams@lpadesignstudios.com TEL: 916/287-2400 NAME: LPA, INC. LANDSCAPE ARCHITECT CITY,STATE, ZIP: SACRAMENTO, CA 95814 ADDRESS: 431 I ST #107 CONTACT: RITA FRINK E-MAIL: rfrink@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. CIVIL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: ANTHONY TSUI E-MAIL: atsui@lpadesignstudios.com TEL: 925/371-5900 NAME: GEOCON CONSULTANTS, INC. GEOTECHNICAL ENGINEER CITY,STATE, ZIP: LIVERMORE, CA 94550 ADDRESS: 6671 BRISA STREET CONTACT: ADAM KNOX E-MAIL: knox@geoconinc.com TEL: 949/261-1001 NAME: LPA, INC. STRUCTURAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: JOHN WILSON E-MAIL: jwilson@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. MECHANICAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: KRISTY NELSON E-MAIL: knelson@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. ELECTRICAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: FRANK TRAN E-MAIL: ftran@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. PLUMBING ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: JARED PLUMMER E-MAIL: jplummer@lpadesignstudios.com TEL: 949/497-9000 NAME: GRIFFIN STRUCTURES, INC. CONSTRUCTION MANAGER CITY,STATE, ZIP: IRVINE, CA 92618 ADDRESS: 1 TECHNOLOGY, BUILDING I, SUITE 829 CONTACT: DUSTIN ALAMO E-MAIL: dalamo@griffenstructures.com ADDRESS: 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 APN: 808-58-004 PROJECT NORTHN THE PROJECT CONSISTS OF A NEW 6,500-7,000 SQUARE FOOT ONE-STORY FIRE STATION BUILDING WHICH INCLUDES TWO FIRE TRUCK BAYS, ADMINISTRATIVE OFFICES, INDIVIDUAL DORMITORY ROOMS, KITCHEN, SHARED LIVING AREA, FITNESS AND SUPPORT SPACES ON AN APPROXIMATELY 1.36 ACRE SITE AT THE SOUTHEASTERN CORNER OF WEST LUCHESSA AVENUE AND MILLER AVENUE IN GILROY, CA. SITE IMPROVEMENTS INCLUDE SECURED STAFF PARKING, PUBLIC/ VISITOR PARKING, AN EMERGENCY GENERATOR, A TRASH ENCLOSURE, PERIMETER WALL, AND VEHICULAR GATES. THE INTENT OF THE LIMIT OF WORK LINE IS TO DESCRIBE IN GENERAL THE AREAS AFFECTED BY PROJECT CONSTRUCTION. IT IS NOT INTENDED TO BE AN EXACT INDICATION OR EDGE OF THE CONSTRUCTION AREA. THE DBE SHOULD VISIT THE SITE & BECOME FAMILIAR W/ EXG CONDITIONS & THEIR RELATIONSHIP TO THE WORK PROPOSED IN THE CONTRACT DOCUMENTS. ALL ITEMS NECESSARY FOR THE PROPER EXECUTION & COMPLETION OF THE WORK SHALL BE INCLUDED. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY & WHAT IS REQ BY ONE SHALL BE BINDING AS IF REQ BY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. THESE BRIDGING DOCUMENTS ESTABLISH THE BASIS OF DESIGN FOR THE PROJECT. ITEMS SHOWN, DEPICTED, DESCRIBED, SUGGESTED, IMPLIED, REFERENCED, OR OTHERWISE CONVEYED IN ANY MANNER WITHIN THESE DOCUMENTS SHALL BE INCORPORATED INTO THE DESIGN-BUILD ENTITY’S (DBE) FINAL DESIGN, ENGINEERING, AND CONSTRUCTION WITHOUT ADDITIONAL COST TO THE CITY. THE DBE SHALL RESOLVE ALL DISCREPANCIES, OMISSIONS, SCHEMATIC DETAILS, OR CONFLICTS IN A MANNER CONSISTENT WITH THE OWNER’S PROGRAM, SPATIAL, AND FUNCTIONAL INTENT, WHETHER EXPRESSLY SHOWN OR IMPLIED IN THE BRIDGING DOCUMENTS. AT NO POINT SHALL THE DBE’S FINAL DESIGN OMIT, REDUCE, SUBSTITUTE, OR ALTER ANY SPACE, FURNISHING, SYSTEM, FEATURE, OR ELEMENT DEPICTED, DESCRIBED, REFERENCED, OR OTHERWISE CONVEYED IN THE BRIDGING DOCUMENTS, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER SPECIFIC TO SAID ITEM, AND SUCH APPROVAL SHALL NOT CONSTITUTE GROUNDS FOR ADDITIONAL COMPENSATION OR TIME UNLESS EXPRESSLY AUTHORIZED IN WRITING BY THE CITY. WHERE DISCREPANCIES EXIST AMONG THE BRIDGING DOCUMENTS, THE DBE SHALL ASSUME AND CARRY THE MOST STRINGENT AND COMPREHENSIVE INTERPRETATION OF THE REQUIREMENT AND SHALL NOT HAVE GROUNDS TO REQUEST ADDITIONAL COMPENSATION OR TIME FOR DOING SO. THE DBE SHALL NOT RELY UPON THE PRELIMINARY NATURE OF THESE DOCUMENTS TO ASSERT CLAIMS FOR ADDITIONAL COMPENSATION OR TIME. THE DBE IS SOLELY RESPONSIBLE FOR ENSURING THAT THE FINAL DESIGN IS FULLY COMPLIANT WITH ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, CONSTRUCTIBLE, COORDINATED ACROSS ALL DISCIPLINES, AND CONSISTENT WITH THE OWNER’S PROGRAM INTENT. UTILITY LAYOUTS DEPICTED IN THE BRIDGING DOCUMENTS ARE DIAGRAMMATIC ONLY. THE DBE IS FULLY RESPONSIBLE FOR FINALIZING THE DESIGN, ENGINEERING, AND COORDINATION OF ALL UTILITY SERVICES DIRECTLY WITH THE PROVIDER, INCLUDING SUBMITTING COMPLETE APPLICATIONS AND SECURING APPROVALS AND PERMITS FROM THE SERVING UTILITIES AND AUTHORITIES HAVING JURISDICTION (PERMIT FEES TO BE PAID BY THE CITY). THE DBE SHALL ENSURE THAT ALL UTILITY SERVICES ARE DESIGNED, COORDINATED, AND INSTALLED IN A MANNER THAT MEETS THE PROJECT SCHEDULE AND SUPPORTS TIMELY OCCUPANCY.IN THE EVENT OF CONFLICTS BETWEEN THESE DOCUMENTS, THE INTERPRETATION MOST CONSISTENT WITH THE OWNER’S PROGRAM INTENT SHALL GOVERN. THE DBE SHALL PROVIDE ALL DESIGN, LABOR, MATERIALS, EQUIPMENT, SUPERVISION, AND SYSTEMS REQUIRED TO FURNISH AND INSTALL THE PROJECT CONSISTENT WITH THESE REQUIREMENTS. NO OMISSION OR AMBIGUITY IN THE BRIDGING DOCUMENTS SHALL RELIEVE THE DBE OF ITS OBLIGATION TO DELIVER A COMPLETE, FULLY FUNCTIONING, AND CODE-COMPLIANT FACILITY. FOR PURPOSES OF THIS DISCLAIMER, “BRIDGING DOCUMENTS”MEANS ALL PLANS, SPECIFICATIONS, BASIS OF DESIGN NARRATIVES, REPORTS, AND EXHIBITS ISSUED BY THE OWNER AS PART OF THE PROCUREMENT PACKAGE. CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CI CAST IRON CIP CAST IN PLACE CIV ENG CIVIL ENGINEER CG CORNER GUARD CJ CONTROL JOINT CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR CNTR COUNTER CO CASED OPENING COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CT CERAMIC TILE CTR CENTER CTSK COUNTERSUNK DA DISABLED ACCESS DBE DESIGN-BUILD ENTITY DBL DOUBLE DEPT. DEPARTMENT DESC DESCRIPTION DF DRINKING FOUNTAIN DET DETAIL DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DO DOOR OPENING DR DOOR DWR DRAWER DS DOWNSPOUT DSP DRY STANDPIPE DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANELBOARD EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXPO EXPOSED EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FLASH FLASHING FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOV FACE OF VENEER (BRICK OR PRECAST) FOW FACE OF WALL FR FIRE RETARDANT FPRF FIREPROOF FS FINISH SURFACE FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GI GALVANIZED IRON GL GLASS GND GROUND GR GRADE GYP GYPSUM HB HOSE BIB HC HOLLOW CORE HDWD HARDWOOD HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HGT/HT HEIGHT ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR JAN JANITOR JT JOINT KIT KITCHEN LAB LABORATORY LAM LAMINATE LAND ARCH LANDSCAPE ARCHITECT LAV LAVATORY LKR LOCKER LT LIGHT MATL MATERIAL MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MEMB MEMBRANE MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MUL MULLION N NORTH NIC NOT IN CONTRACT NO/# NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OA OUTSIDE AIR OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OPNG OPENING OPP OPPOSITE OSA OUTSIDE AIR PA PLANTING AREA PRCST PRECAST PH PANIC HARDWARE PL PLATE P LAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD POT PATH OF TRAVEL PR PAIR PT PAINT PTD PAPER TOWEL DISPENSER PTD/R COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE QT QUARRY TILE R RISER RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR RGTR REGISTER REINF REINFORCED REQD REQUIRED RESIL RESILIENT RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RWD REDWOOD RWL RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SH SHELF SHR SHOWER SHT SHEET SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL S SK SERVICE SINK STA STATION STD STANDARD STL STEEL STOR STORAGE STR STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD TB TOWEL BAR TC TOP OF CURB TEL TELEPHONE TER TERRAZZO T&G TONGUE & GROOVE THK THICK TOB TOP OF BEAM TOC TOP OF CONCRETE TOW TOP OF WALL TOP TOP OF PARAPET TPD TOILET PAPER DISPENSER TS TOP OF SLOPE TV TELEVISION TYP TYPICAL UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE W WEST W/ WITH WC WATER CLOSET WD WOOD W/O WITHOUT WP WATERPROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC & AND ∠ANGLE @ AT ℄CENTERLINE ∅DIAMETER OR ROUND # POUND OR NUMBER (E) EXISTING (P) PAINT (R) REMOVE +/- DIM TOLERANCE AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ACM ALUM COMPOSITE MATERIAL ACT ACOUS CLG TILE AD AREA DRAIN AED AUTO EXT DEFIBRILLATOR ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AGGR AGGREGATE AHJ AUTHORITY HAVING JURISDICTION ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASF ASSIGNABLE SF ASPH ASPHALT BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLK'G BLOCKING BM BEAM BOC BACK OF CURB BOT BOTTOM BO BOTTOM OF BOC BACK OF CURB BOW BOTTOM OF WALL BS BOTTOM OF SLOPE COLUMN LINES 0 0 SURFACE DRAINAGE ARROW INDICATES DIRECTION OF FLOW N PROJECT NORTH BUILDING SECTION SECTION ID SHEET NUMBER WALL SECTION SECTION ID SHEET NUMBER DETAIL CALLOUTS DETAIL ID SHEET NUMBER DETAIL SECTION DETAIL ID SHEET NUMBER DETAIL REFERENCE DETAIL ID SHEET NUMBER INTERIOR ELEVATIONS DETAIL ID SHEET NUMBER A C SIM D BA101 DOOR DESIGNATION ROOM DESIGNATION ROOM NUMBER ROOM AREA 1REVISION CLOUD & TAG (OPTIONAL) SA2U 1t SHADED PORTION POINTS TO SIDE REFERENCED DATUM POINT KEYNOTE WALL TYPE OPENING DESIGNATION TYP. ? MATCH LINE SEE SHEET A101 LEVEL LINE, CONTROL POINT EL: 12'-8" = ELEVATION/SECTION STAIR DIRECTION DN UP CENTER LINES, LEVEL LINES HIDDEN CONSTRUCTION FEATURE BREAK LINE #### FINISH TAG XX-## EQUIPMENT TAG 1i N TRUE NORTH NORTH ARROW EXTERIOR ASSEMBLY REFER TO A8.11 R1 Room 101 150 SF 1 A101 TYP 1 A101 TYP 1 A101 SIM 1 A101 SIM 1 A101 SIM LIST OF APPLICABLE CODES 2025 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR 2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR 2025 CALIFORNIA RESIDENTIAL CODE (CBC), PART 2.5, TITLE 24 CCR 2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR 2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR 2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR 2025 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CCR 2025 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR 2025 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN), PART 11, TITLE 24 CCR 2025 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS APPLICABLE STANDARDS FOR A LIST OF APPLICABLE STANDARDS, INCLUDING CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS, REFER TO CBC CHAPTER 35 AND CFC CHAPTER 80. 1. PLANS FOR THE FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO INSTALLATION. SUBMIT PLANS IN A MANNER WHICH WILL NOT IMPEDE THE PROGRESS OF CONSTRUCTION. 2. FIRE SPRINKLER SYSTEMS & INSTALLATION SHALL CONFORM W/ THE APPLICABLE STANDARDS AND CODES. 3. FIRE SPRINKLER SYSTEMS TO BE TIED INTO THE ALARM SYSTEM PER THE APPLICABLE CODES. 4. AUTOMATIC SPRINKLER SYSTEM(S) SHALL BE SUPERVISED BY AN APPROVED CENTRAL OR REMOTE STATION SERVICE, AND/OR SHALL BE PROVIDED W/ A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL. 5. FIRE SPRINKLER SYSTEM(S) & ALL CONTROL VALVES SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER THE APPLICABLE CODES. 6. FIRE HYDRANT & FIRE SPRINKLER SYSTEM(S) SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUBOUTS & WITNESSED BY THE PROJECT INSPECTOR. 7. A HYDROSTATIC TEST (200 PSI PRESSURE FOR 2 HRS. OR @ 50 PSI IN EXCESS OF THE MIN. STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI) SHALL BE WITNESSED BY THE PROJECT INSPECTOR PRIOR TO COVERING PIPING JOINTS. 8. A 3' CLR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS EXCEPT AS OTHERWISE REQ OR APPROVED PER THE APPLICABLE CODES. 9. THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. 10. ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS, CLASS 200 MIN. 11. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED W/I 100' FROM A PUBLIC FIRE HYDRANT PER THE APPLICABLE STANDARDS AND CODES. 12. FIRE SPRINKLER RISER SHALL BE LOCATED WITHIN 5 FT OF THE EXT WALL (OR AS REQ BY THE AHJ) AND TERMINATE 6" ABV FF 13. AN ALL-WEATHER FIRE ACCESS ROAD SHALL BE IN PLACE BEFORE ANY COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE OR AS REQ BY THE AHJ. 14. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE & COMBUSTIBLE LIQUIDS, FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS MATERIALS SHALL COMPLY W/ THE APPLICABLE CODES. 15. EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS & DIRECTIONAL EXIT SIGNS SHALL BE LOCATED TO DIRECT PERSONS TOWARD EXIT DOORS. 16. EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRONICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR, FOR A DURATION OF 90 MINUTES PER THE APPLICABLE CODES. 17. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 18. ACCESS GATE(S) SHALL BE OPENABLE W/ FIRE DEPT MASTER KEY FROM THE EXTERIOR. 19. CURBS ALONG FIRE LANES SHALL BE PAINTED SAFETY RED & MARKED "FIRE LANE NO PARKING" W/ 3" WHITE LETTERS ON THE TOP OF CURBING EVERY 30' AS INDICATED ON THE APPROVED DRAWINGS. 20. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW & EXG BLDGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER THE APPLICABLE CODES. 21. PROVIDE PERMANENT OR TEMPORARY STANDPIPES WHILE BUILDING IS UNDER CONSTRUCTION PER THE APPLICABLE CODES. 22. PROVIDE FIRE EXTINGUISHERS PER THE REQ THE APPLICABLE STANDARDS AND CODES. 1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS & THE CONTRACT DOCUMENTS. 2. THE DESIGN-BUILD ENTITY (DBE) SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 3. THE DBE IS RESPONSIBLE FOR ALL EXG SURVEY MONUMENTS WHICH MAY BE DISTURBED THROUGH CONSTRUCTION ACTIVITIES DEEMED NECESSARY FOR PRESERVATION BY THE CIVIL ENGINEER. IF SUCH MONUMENTS WERE DISTURBED, THE APPLICANT SHALL HAVE A LICENSED LAND SURVEYOR QUALIFIED CIVIL ENGINEER REESTABLISH ANY SUCH MONUMENTATION DAMAGED OR DESTROYED DURING THE CONSTRUCTION OF THE PROJECT & SUBMIT "PRELIMINARY CORNER RECORDS" TO THE CIVIL ENGINEER AFTER REPLACEMENT. AFTER APPROVAL BY THE CIVIL ENGINEER, THE APPLICANT SHALL FILE THE CORNER RECORDS WITH THE COUNTY SURVEYOR. PRIOR TO THE EXONERATION OF ANY SECURITY, EVIDENCE OF SUCH FILING SHALL BE FURNISHED TO THE CIVIL ENGINEER. 4. THE DBE IS RESPONSIBLE TO INSURE THAT TRUCK ROUTES SHALL BE STEERED AWAY FROM RESIDENTIAL AREAS. 5. THE DBE SHALL ENSURE THAT TRUCKS HAULING DIRT ON PUBLIC ROADS TO & FROM THE SITE SHALL BE COVERED OR WILL MAINTAIN A 6" DIFFERENTIAL BETWEEN THE MAX HGT OF ANY HAULED MATERIAL & THE TOP OF THE HAUL TRAILER. HAUL TRUCK DRIVERS SHALL WATER THE LOAD PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORT. 6. THE DBE SHALL ENSURE THAT GRADED SURFACES USED FOR OFF ROAD PARKING, MATERIALS LAY-DOWN, OR AWAITING FUTURE CONSTRUCTION SHALL BE STABILIZED FOR DUST CONTROL AS NEEDED. FREQUENTLY ACCESSED UNPAVED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO MINIMIZE DIRT TRACKOUT TO PUBLIC RIGHTS-OF-WAY. 7. THE CONSTRACTOR SHALL COORDINATE ANY LANE CLOSURES OR DETOURS WITH THE CITY/COUNTY. FLAG PERSONS & APPROPRIATE TRAFFIC CONTROL DEVICES SHALL BE USED AS NEEDED TO MINIMIZE CONSTRUCTION ACTIVITY INTERFERENCE WITH OFF-SITE-TRAFFIC. 8. THE DBE SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS & EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 9. SHOULD A CONFLICT OCCUR BETWEEN DWGS & SPECIFICATIONS, THE MORE COSTLY CONDITION SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. 10. THE DBE SHALL CONFINE HIS OPERATION ON THE SITE TO AREAS PERMITTED BY OWNER. 11. THE JOBSITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS & LITTER & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUBDBE IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH & DEBRIS AS A RESULT OF HIS OPERATION. 12. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT DAMAGE & DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 13. THE DBE SHALL DO ALL CUTTING, FITTING, AND/OR PATCHING OF HIS WORK THAT MAY BE REQ TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY & SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 14. STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE STRUCTURAL ENGINEER. WHEN REQ, A STATEMENT IN WRITING SHALL BE GIVEN TO THE BUILDING OFFICIAL, STATING THAT THE SITE VISITS HAVE BEEN MADE & WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS & SPECIFICATIONS. 15. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM & RETURN THEM TO THE DBE (WITH A NOTIFICATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED & THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING) FOR PLAN CHECK APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN & SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. 16. PROVIDE ALL ACCESS PANELS AS REQ BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQ WITH ARCHITECT PRIOR TO INSTALLATION. 17. NO PORTION OF WORK REQ A SHOP DWG OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH CORRECTED SHOP DWGS. AND SAMPLES. 18. DIMENSIONS: A. ALL DIMS SHALL TAKE PRECEDENCE OVER SCALE. B. ALL DIMS ARE TO FACE OF STUD / CONCRETE / MASONRY UNO C. CLG HGT DIMS ARE FROM FACE OF SLAB TO FACE OF FIN CLG MATERIAL UNO 19. DO NOT SCALE DRAWINGS 20. PROVIDE ALL NECESSARY BLOCKING, BACKING, & FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, AC EQUIP, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQ. 21. WHERE LARGER STUDS OR FURRING ARE REQ TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNO. 22. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQ BY THE APPLICABLE CODES. ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF TRAVEL. 23. ALL GLASS AND GLAZING SHALL COMPLY WITH THE APPLICABLE CODES. 24. WALL AND CLG MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE APPLICABLE CODES. 25. SURVEYORS CERTIFICATE REQ PRIOR TO FINAL COMPLETION. 26. THE DBE SHALL COMPLY WITH THE APPLICABLE CODES FOR FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. 1. PROVIDE COMPLETE PHOTOVOLTAIC ARRAY SYSTEM OVER PARKING CANOPY. SEE KEYNOTE 26.01 ON ARCHITECTUAL SITE PLAN, AND SEE KEYNOTE ON ELECTRICAL SITE PLAN. 2. EXTEND ELECTRICAL, DOMESTIC WATER, AND SEWER SYSTEM INFRASTRUCTURE TO OPEN GREEN FEILD. SEE KEYNOTE ON CIVIL UTILITY PLAN, AND SEE KEYNOTE ON ELECTRICAL SITE PLAN. RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GENERAL PROJECT INFORMATION & SHEET INDEX G0.20 33236 MG / TP ADA CONSTRUCTION SUPPORT FACILITIES PROJECT DIRECTORY VICINITY MAPPROJECT SCOPE LIMIT OF WORK BASIS OF DESIGN NOTE ABBREVIATIONSSYMBOLS SHEET INDEX SHEET NUMBER SHEET NAME GENERAL G0.00 COVER SHEET G0.20 GENERAL PROJECT INFORMATION & SHEET INDEX G0.40 CALGREEN 1 G0.41 CALGREEN 2 G0.42 CALGREEN 3 G0.43 CALGREEN 4 G1.01 SITE CODE & FIRE ACCESS PLAN G2.01 CODE ANALYSIS & EGRESS PLAN CIVIL C0.01 CIVIL NOTES C0.02 EXISTING CONDITIONS PLAN C1.01 DEMOLITION PLAN C2.01 CONCEPTUAL GRADING PLAN C3.01 CONCEPTUAL STORM DRAIN PLAN C4.01 CONCEPTUAL UTILITY PLAN LANDSCAPE L0.01 LANDSCAPE NOTES AND LEGENDS L1.01 MATERIALS PLAN L7.01 PLANTING PLAN ARCHITECTURE A0.21 SITE PLAN A2.01 FLOOR PLAN A2.02 ROOF PLAN A2.21 FLOOR FINISHES PLAN A2.31 REFLECTED CEILING PLAN A2.41 EQUIPMENT/ FURNITURE PLAN A3.01 EXTERIOR ELEVATIONS A3.11 BUILDING SECTIONS MECHANICAL M0.01 MECHANICAL LEGENDS AND GENERAL NOTES M5.01 MECHANICAL ZONING PLANS M5.02 MECHANICAL ZONING PLANS PLUMBING P0.10 PLUMBING LEGENDS AND GENERAL NOTES P1.00 PLUMBING SITE PLANS P2.01 PLUMBING FLOOR PLAN P2.02 PLUMBING ROOF PLAN P4.01 PLUMBING ENLARGED PLANS P6.00 PLUMBING SCHEDULES ELECTRICAL E0.01 ELECTRICAL LEGEND & GENERAL NOTES E0.02 ELECTRICAL GENERAL NOTES E0.21 ELECTRICAL SITE PLANS E0.31 LIGHTING SITE PLAN E2.01 ELECTRICAL POWER PLANS E2.13 ELECTRICAL MECHANICAL POWER ROOF PLANS E5.00 ELECTRICAL SINGLE LINE DIAGRAMS TOTAL NUMBER OF SHEETS: 41 APPLICABLE CODES FIRE LIFE AND SAFETY NOTESCONSTRUCTION NOTES ALTERNATES Page 143 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 1 G0.40 33236 Checker Page 144 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 2 G0.41 33236 Checker Page 145 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 3 G0.42 33236 Checker Page 146 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 4 G0.43 33236 Checker Page 147 of 256 AC NOPARKINGEVCHARGINGONLYEVCHARGINGONLYNOPARKING1 EVCS1 EVCS 1 1 ADA 1 ADA TYP. 02.01 PROPOSED NEW BUILDING FIRE STATION W LUCHESSA AVE.MILLER AVE.PUBLIC PARKING SPACES 14'-4 3/8"99'-6"63'-6 1/8"SS3540'-3 1/4"1. SITE DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR SPECIFIC DIMENSION INFORMATION. 2. ALL PARKING SHALL COMPLY WITH THE GILROY MUNICIPAL CODE. 3. MOTORIZED ROLLING GATES: IN THE EVENT OF LOSS OF NORMAL POWER TO THE GATE OPERATING MECHANISMS, IT SHALL BE AUTOMATICALLY TRANSFERRED TO A FAIL-SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN BY A SINGLE FIREFIGHTER WITHOUT ANY OTHER ACTIONS, KNOWLEDGE, OR MANIPULATION OF THE OPERATING MECHANISM BEING NECESSARY AND WITHOUT THE USE OF BATTERY BACK-UP POWER. THE GATE SHALL BE CONNECTED TO THE BUILDING EMERGENCY POWER SOURCE 4. THE GATE CONTROL FOR ELECTRONIC GATES SHALL BE OPERABLE BY A KNOX EMERGENCY OVERRIDE KEY SWITCH (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED BETWEEN 42" AND 48" ABOVE THE ROADWAY SURFACE AT THE RIGHT SIDE OF THE ACCESS GATE WITHIN TWO FEET OF THE EDGE OF THE ROADWAY. THE KEY SWITCH SHALL BE READILY VISIBLE AND UNOBSTRUCTED FROM THE FIRE LANE LEADING TO THE GATE. THE KEY SWITCH SHALL BE CLEARLY LABELED "FIRE DEPT." 5. VERIFY ALL SIGN TEXT, COLOR, AND GRAPHICS WITH THE ARCHITECT PRIOR TO FABRICATION. ACCESSIBLE BUILDING ENTRANCE ACCESSIBLE PATH OF TRAVEL* 1 PARKING STALL COUNT APPROXIMATE ROADWAY CENTERLINE PROPERTY LINE *ACCESSIBLE PATH OF TRAVEL (P.O.T. BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. P.O.T. SHALL MAINTAIN FREE OF OVERHANG OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-204 AND 11B-307). ARCHITECT TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 11B-206 PER 11B-201.4. CONSTRUCTION SUPPORT FACILITIES, RELATED PARKING, AND TOILETS SHOULD BE INCLUDED IN THE PATH OF TRAVEL (EXCEPT AS NOTED IN 11B-203.2) S KNOX SWITCH FOR GATE ENTRY RECESSED KNOX BOX FIRE HYDRANT FIRE LANE-20' WIDE U.N.O. WITH 17' RAD. MIN. ADJACENT CURBS TO BE PAINTED RED FROM BASE OF CURB RISER TO BACK OF THE CURB, WHERE REQUIRED. LETTERING SHALL BE WHITE, 3" IN HEIGHT AND HAVE A 3/4" STROKE. CURB LETTERING SHALL STATE "NO PARKING-FIRE LANE," CVC 225000.1, AND SHALL OCCUR AT NOT LESS THAN 25 FOOT INTERVALS. FDC EXISTING PATH OF TRAVEL (N.I.C. EXISTING TO REMAIN) LIMIT OF WORK (L.O.W.) SITE PARKING CALCULATIONS TOTAL *NOTES TOTAL PARKING 13 *TOTAL USER PARKING TOTAL: 13 ADA PARKING 2 EVCS-FUTURE (TOTAL) 2 EVCS (TOTAL) 2 BIKE PARKING- SHORT TERM 3 BIKE PARKING- LONG TERM 2 1 PARKING STALL COUNT 1" = 20'-0" G1.01 05SITE ACCESSIBILITY PLAN RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020SITE CODE & FIRE ACCESS PLAN G1.01 33236 Checker KEYNOTES 02.01 BUILDING OVERHANG GENERAL NOTES LEGEND PARKING P R O J E C T N O R T HN Page 148 of 256 WP WP WPWPWP WP J M M M M MM M MM M M M M MJ J JJJJJCLNGJ J J J J J WP WP J JCLNGCLNGCLNGCLNGCLNG FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (CBC TABLE 601): STRUCTURAL FRAME: EXTERIOR BEARING WALLS: INTERIOR BEARING WALLS: EXTERIOR NONBEARING WALLS: INTERIOR NONBEARING WALLS: FLOOR CONSTRUCTION: ROOF CONSTRUCTION: FIRE-RESISTANCE RATING REQ FOR EXTERIOR WALLS (CBC TABLE 705.5) 1-HR PROTECTED: NO PROTECTION REQ: BUILDING USE: CONSTRUCTION CLASSIFICATION (CBC 602): OCCUPANCY CLASSIFICATION (CBC 302 & 508.3): FIRE PROTECTION: ACCESSORY OCCUPANCY (CBC 508.2): INCIDENTAL USES (CBC 509): ALLOWABLE BUILDING HEIGHT AND NUMBER OF STORIES (BASED ON S-1 AREA INCREASE WITH SPRINKLERS) (CBC 504 & TABLE 504.3, CBC 504 & TABLE 504.4): ALLOWABLE BUILDING AREA (CBC 506.2.3 & TABLE 506.2): ACTUAL BUILDING HEIGHT: ACTUAL NUMBER OF STORIES: FIRST FLOOR BUILDING AREA1: EXTERIOR ROOF PROJECTION (UNCONDITIONED)1: OVERALL BUILDING AREA1: FIRE STATION TYPE V-B B, R-2, S-2 (NONSEPARATED OCCUPANCIES - MOST RESTRICTIVE OCCUPANCY ALLOWABLE AREA, HEIGHT & STORIES) AUTOMATIC FIRE SPRINKLER SYSTEM PER NFPA 13 F-2: FACTORY (WORK ROOM): 99 SF ACCESSORY FLOOR AREA/ TOTAL FLOOR AREA 99 SF/ 6,687 SF = 0.014 = 1.4% 1.4% < 10% FLOOR AREA B: 60'/ 3 STORIES R-2: 40'/ 2 STORIES S-2: 60'/ 3 STORIES B: 36,000 SF R-2: 28,000 SF S-2: 54,000 SF 26'-6<40' - OK 26'-6" - OK 1 STORY - OK 6,687 SF 6,687 SF < 2,226 SF 8,939 SF < 28,000 - OK 8,939 SF OLF 1:50 GROSS = 1:200 GROSS = 1:150 GROSS = 1:200 GROSS = 1:300 GROSS = 1:50 GROSS = 1:50 GROSS = 1:300 GROSS = 1:100 GROSS = TOTAL FUNCTION RESIDENTIAL2 DORMITORIES BUSINESS AREAS PARKING GARAGES2 STORAGE2 EXCERCISE ROOMS2 LOCKER ROOM2 MECHANICAL2 WORK ROOM2 OCCUPANT LOAD PER FLOOR: LEVEL 1: 1BUILDING AREAS INCLUDE HORIZONTAL PROJECTIONS OF THE ROOF OR FLOOR ABOVE BUT EXCLUDE VENT SHAFTS & COURTS. (CBC 202) 0 0 0 0 0 0 0 < 10'-0" ≥ 10'-0" 71 OCCUPANTS # OF EXITS REQUIRED = 2 # OF EXITS PROVIDED = 7 AREA 1,127 SF 1,884 SF 356 SF 2,083 SF 443 SF 345 SF 156 SF 194 SF 99 SF 6,687 SF OCCUPANTS 25 11 4 11 5 7 4 3 1 71 MAX FLOOR AREA ALLOWANCES PER OCCUPANT (CBC TABLE 1004.5): ELEVATION ALLOWABLE AREA DISTANCE TO PL NORTH 40'-3"NO LIMIT EAST NO LIMIT SOUTH 63'-6" NO LIMIT WEST 16'-11" 75% 99'-6" MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (TABLE 705.8) FOR UNPROTECTED, SPRINKLERED BUILDINGS. FIRE SEPARATION DISTANCE ALLOWABLE AREA 15'-0'>FSD>20'-0" FSD>20'-0" =75% =NO LIMIT MEANS OF EGRESS SIZING (CBC 1005.3): EGRESS COMPONENTS OTHER THAN STAIRWAYS: # OCCUPANTS X 0.2 = EGRESS WIDTH NUMBER OF EXISTS/ EXIT ACCESS DOORWAYS (CBC TABLE 1006.2.1) PROVIDE 2 EXITS IN ALL ROOMS WITH B OCCUPANT LOADS ABOVE 49 PROVIDE 2 EXITS IN ALL ROOMS WITH R-2 OCCUPANT LOADS ABOVE 20 PROVIDE 2 EXITS IN ALL ROOMS WITH S-2 OCCUPANT LOADS ABOVE 29 MAXIMUM COMMON PATH OF TRAVEL (CBC TABLE 1006.2.1): B & S-2 OCCUPANCY: 100'-0" R-2 OCCUPANCY: 125'-0" MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE1017.2): B & R-2 OCCUPANCY: 250'-0" S-2 OCCUPANCY: 400'-0" ROOM NUMBER SQUARE FOOTAGE OCCUPANT LOAD OCCUPANCY LOAD FACTOR OCCUPANCY GROUP COMBINED ROOM OCCUPANCY LOAD INDIVIDUAL ROOM OCCUPANCY LOAD PATH OF EXIT ACCESS TRAVEL PER CBC TABLE 1017.2 COMMON PATH OF TRAVEL PER CBC TABLE 1006.2.1 B OCCUPANCY (OFFICE. ADMIN) 1:150 GROSS ROOF OVERHANG (NO OCCUPANT LOAD) S-2 OCCUPANCY (APPARATUS BAY) 1:200 GROSS F-2 OCCUPANCY (WORK ROOM) 1:300 GROSS 1 HOUR RATED PARTITION FIRE EXTINGUISHER CABINET INDICATES PANIC HARDWARE REQUIRED FE PH REQUIRED PROVIDED 0" 0"EGRESS WIDTH REQUIRED EGRESS WIDTH PROVIDED ### SF Occ-Load OCC. Room Name ### #1:OLF 0 0 R-2 OCCUPANCY (LIVING QUARTERS) 1:200 GROSS 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 8 8 97 SF 1 OCC. ACCESSIBLE RESTROOM/ SHOWER 111 R-2 1:200 79 SF 1 OCC. RESTROOM/ SHOWER 110 R-2 1:200 79 SF 1 OCC. RESTROOM/ SHOWER 109 R-2 1:200 153 SF 1 OCC. LAUNDRY/ JANITOR 108 R-2 1:200 131 SF 1 OCC. ELECTRICAL 121 S-2 1:300 111 SF 1 OCC. DORM 112 R-2 1:200 111 SF 1 OCC. DORM 113 R-2 1:200 111 SF 1 OCC. DORM 114 R-2 1:200 111 SF 1 OCC. DORM 115 R-2 1:200 111 SF 1 OCC. DORM 116 R-2 1:200 234 SF 2 OCC. NON-RATED CORRIDOR 119 R-2 1:200 81 SF 2 OCC. NON-RATED CORRIDOR 107 R-2 1:50 156 SF 4 OCC. TURNOUT 122 S-2 1:50 69 SF 1 OCC. MEDICAL STORAGE 124 S-2 1:300 84 SF 1 OCC. MDF 123 S-2 1:300 302 SF 7 OCC. DAY ROOM 106 R-2 1:50 340 SF 7 OCC. DINING 104 R-2 1:50 345 SF 7 OCC. WEIGHT ROOM 102 B 1:50 203 SF 2 OCC. SHARED OFFICE 101 B 1:150 122 SF 1 OCC. CAPTAIN'S OFFICE 117 B 1:150 2087 SF 11 OCC. APPARATUS BAY 125 S-2 1:200 55 SF 1 OCC. ACCESSIBLE RESTROOM 131 S-2 1:300 184 SF 1 OCC. DECONTAMINATION 130 S-2 1:300 98 SF 1 OCC. WORK ROOM 126 F-2 1:300 26 SF 1 OCC. FIRE RISER 129 S-2 1:300 37 SF 1 OCC. AIR COMP. 127 S-2 1:300 212 SF 5 OCC. KITCHEN 103 R-2 1:50 50 SF 1 OCC. STOR. 128 S-2 1:300 31 SF 1 OCC. STOR. CLOSET 118 B 1:150 180 SF 4 OCC. NON-RATED CORRIDOR 105 R-2 1:50 TO CLOSEST O PENING16'-11"P R O P E R T Y LI N E 1 1 1 1 1 1 1 1 1 8 1 1 4 08.01 08.01 08.01 08.01 08.01 1 4 7 68'-1 3/4"65'-6"19 1 1 7 64'-7"23'-0"14'-2"80'-8" 1 1 1 2 7 1 7HOSE STORAGEPH PH PH 21 OCCUPANTS LAVATORIES DRINKING FOUNTAIN MEN WOMEN REQUIRED FIXTURES WATER CLOSET URINALS PROVIDED FIXTURES MINIMUM PLUMBING FACILITIES: OCCUPANT LOAD FACTOR (IN ACCORDANCE WITH CBC): 71 TOTAL OCCUPANTS = 36 MALES & 35 FEMALES R-2 OCCUPANCY 37 TOTAL OCCUPANTS = 19 MALES & 18 FEMALES MINIMUM PLUMBING FACILITIES (CPC TABLE 422.1): R-2 OCCUPANCY SERVICE SINK 2 2 X* - 2 2 1 1 LAVATORIES DRINKING FOUNTAIN MEN WOMEN WATER CLOSET URINALS SERVICE SINK 2 3 1 - 2 2 1 1 2BUILDING OCCUPANTS WILL BE FIVE (5) MAX. REGULAR DORMITORY OCCUPANTS FOR 48 HOUR SHIFTS. ALL OTHER SPACES ARE ACCESSORY TO THE R-2 DORMITORY OCCUPANTS. 3RESTROOM FACILITIES ARE UNISEX RESTROOMS 4URINAL COUNTS INCLUDE TOILETS AT GENDER NEUTRAL RESTROOMS. PROPOSED BUILDING AREA: 8,939 SF BASIC REQUIRED FLOW (DURATION) 1: 2,500 GPM (2 HOURS) HYDRANT REQUIREMENTS PER CFC APPENDIX SECTION B105.2: NUMBER OF HYDRANTS MIN.1 HYDRANT SPACING (ONSITE / TO ROAD)4 500' / 250' 1. PER 2025 CFC APPENDIX B, SECTION B105.1, TABLE B105.1(2). 2. REDUCTION TO 25% OF REQUIRED FIRE-FLOW PRESCRIBED IN TABLE B105.1(2) OF WITH A MINIMUM FIRE-FLOW RATE OF 1,000 GPM, FOR THE PRESCRIBED DURATION IN TABLE B105.1(2) PER 2022 CFC TABLE B105.2. 3. REDUCTION OF FIRE FLOW LIMITED TO 50% MAX. REDUCTION PER CITY OF GILROY ORDINANCE NO 2025-07. 4. NUMBER OF HYDRANTS PROVIDED PER SPACING REQUIREMENTS IN 2025 CFC APPENDIX C, TABLE C102.1. NOTES: ADJUSTED REQUIRED FLOW 2,3:1,250 GPM (2 HOURS) FIRE FLOW ANALYSIS CONSTRUCTION TYPE: TYPE V-B, FULLY SPRINKLERED RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CODE ANALYSIS & EGRESS PLAN G2.01 33236 Checker KEYNOTES 08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310. CODE ANALYSIS LEGEND 1/8" = 1'-0" G2.01 05CODE ANALYSIS & EGRESS PLAN PROJECT NORTHNPLUMBING ANALYSIS Page 149 of 256 EEFWFWSDSDWW1.THE INTENT OF THE DEMOLITION PLAN IS TO DESCRIBE IN GENERAL THE DEMOLITIONAREAS AFFECTED BY THE PROJECT CONSTRUCTION. IT IS NOT INTENDED AS ADETAILED DESCRIPTION OF EXISTING ITEMS OR ELEMENTS TO BE REMOVED. THEDESIGN-BUILD ENTITY (DBE) SHALL VISIT THE SITE AND REVIEW ANY AVAILABLERECORD DOCUMENTS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS ANDSHOULD INCLUDE THE REMOVAL OF ALL ITEMS NECESSARY FOR THE PROPEREXECUTION AND COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARECOMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIREDBY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEINGNECESSARY TO PRODUCE THE INTENDED RESULTS.2.REMOVE EXISTING BUILDINGS, FOUNDATIONS AND SERVICE UTILITIES AS INDICATED ONPLANS. CAP ALL UTILITIES AT APPROPRIATE POINTS. ALL EXISTING ELECTRICAL /TELEPHONE / CATV UTILITIES SHALL BE REMOVED AS INDICATED OR BACK TO THEPOINT WHERE THE SPECIFIC UTILITY SYSTEM ENTERS THE WORK AREA. COORDINATEDEMOLITION OF ALL UTILITIES WITH THE OWNER. ALL UTILITIES CONNECTED TOEXISTING BUILDINGS TO REMAIN SHALL CONTINUE TO BE OPERATIONAL DURING THEDEMOLITION PROCESS. DOMESTIC AND FIRE SERVICE WATER AND NATURAL GAS SHALLBE REMOVED TO A POINT OUTSIDE THE PERIMETER OF PROPOSED NEWCONSTRUCTION TO EXISTING VALVES OR SIMILAR SHUT-OFF DEVICES. IF A SHUT-OFFDEVICE IS NOT REASONABLY ADJACENT TO THE PERIMETER OF THE PROPOSED NEWCONSTRUCTION, PROVIDE A SHUT-OFF DEVICE IN BELOW-GRADE YARD BOX. CONFIRMLOCATION OF NEW DEVICES WITH OWNER PRIOR TO INSTALLATION. SANITARY SEWERAND STORM DRAINAGE SHALL BE CAPPED TO A POINT OUTSIDE THE PERIMETER OFTHE PROPOSED NEW CONSTRUCTION. OTHER UTILITIES NOT SPECIFICALLY IDENTIFIEDIN THESE DOCUMENTS AND NOT ANTICIPATED FOR REUSE SHALL BE REMOVED INENTIRETY.3.FOR ALL EXISTING MATERIALS THAT CAN BE SALVAGED, OWNER HAS FIRST RIGHT OFREFUSAL FOR REMOVED ITEMS THAT MAY HAVE RESIDUAL COMMERCIAL OR HISTORICVALUE INCLUDING HARDWARE, GLASS, CORNER STONES, TIME CAPSULES, LIGHT STANDARDS, SIGNS, FENCING, BENCHES, WATER FOUNTAINS, TRASH CONTAINERS,ETC. SHALL REMAIN AS PROPERTY OF THE OWNER. ALL ITEMS TO BE SALVAGED FORREUSE/REINSTALLATION MUST MEET CURRENT CODE REQUIREMENTS. COORDINATEITEMS TO BE RETAINED WITH OWNER AND REMOVE FROM CONSTRUCTION SITE TO ALOCATION APPROVED BY OWNER. REMOVED MATERIALS, NOT INDICATED OR DIRECTEDTO BE SALVAGED FOR THE OWNER'S BENEFIT ARE DEBRIS AND BECOME THE DBE'SPROPERTY UPON REMOVAL.4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ORSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLERECORDS AND FIELD SURVEYS. THE DBE SHALL CONTACT UNDERGROUND SERVICEALERT, UTILITY COMPANIES, AND/OR FIELD VERIFY AND LOCATE ALL UTILITIES BEFOREPROCEEDING WITH WORK. THE DBE IS ALSO REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OFRECORD OR NOT SHOWN ON THESE PLANS. NOTIFY THE ENGINEER IF ADDITIONALUTILITIES ARE LOCATED OR IF CONFLICTS ARE FOUND WITH EXISTING CONDITIONS.5.ALL TREES TO BE REMOVED SHALL BE MARKED BY DBE AND APPROVED FOR REMOVALBY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO REMOVING OR CUTTINGTREE(S). EXISTING ROOTS SHALL BE GRINDED TO A DEPTH OF APPROXIMATELY 3-FEET.USE CAUTION WHILE GRINDING WHEN EXISTING UTILITIES ARE IN CLOSE PROXIMITY TOTREES. ALL TREES TO REMAIN WITHIN THE LIMIT OF WORK SHALL BE PROTECTED ANDMAINTAINED PER SPECIFICATIONS AND DETAILS.6.SAWCUT EXISTING CONCRETE AND ASPHALT TO AN EXISTING CONTROL JOINT WHEREPOSSIBLE, AT MINIMUM TO A NEAT-STRAIGHT LINE. ALL DEBRIS SHALL BE HAULEDOFFSITE TO A LEGAL DUMPING SITE OR SALVAGED FOR REUSE ON PROJECT AS NOTED.7.WORK WITHIN CITY, COUNTY, OR STATE RIGHT-OF-WAY REQUIRES A SEPARATEENCROACHMENT PERMIT WHICH THE DBE IS RESPONSIBLE FOR OBTAINING PRIOR TOSTARTING WORK WITHIN RIGHT-OF-WAY.8.DBE TO COORDINATE UTILITY DEMOLITION WITH DRAINAGE AND UTILITY WORK SHOWNIN THIS PLAN SET. ALL UTILITY SHUTDOWNS SHALL BE COORDINATED PER PROJECTSPECIFICATIONS.9.EXISTING DRY UTILITIES SHOWN FOR DEMOLITION ARE SHOWN FOR COORDINATIONONLY. REFER TO OTHER DISCIPLINES FOR LIMITS AND DETAILS OF DEMOLITION.10.THE DBE SHALL RECYCLE CONSTRUCTION DEBRIS, ASPHALT, AND CONCRETEGENERATED FROM REMOVALS REQUIRED TO CONSTRUCT THE PROJECT. THE DBE ISTO RECYCLE THE WASTE MATERIAL THROUGH AN APPROVED RECYCLING PLANT.11.A LIST OF FACILITIES THAT ACCEPT CONSTRUCTION & DEMOLITION DEBRIS CAN BEFOUND ON THE CALRECYCLE WEBSITE AT:HTTPS://WWW.CALRECYCLE.CA.GOV/CONDEMO1.THE DBE SHALL CONTACT THE RESPECTIVE UTILITY OWNERS FOR LOCATION,REMOVAL, AND/OR RELOCATION OF ANY UTILITY SERVICES AFFECTED BYCONSTRUCTION. THE DBE SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURESTO PROTECT UNDERGROUND OR OVERHEAD STRUCTURES WHETHER OR NOT THEYARE SHOWN ON THESE DRAWINGS.2.THE DBE SHALL NOTIFY THE PROJECT INSPECTOR AND THE RESPECTIVE UTILITYOWNERS AND OTHER AGENCIES AT LEAST TWO WORKING DAYS PRIOR TO START OFCONSTRUCTION.3.THE DBE SHALL BE RESPONSIBLE FOR EXPOSING, VERIFYING LOCATIONS (BOTHHORIZONTAL AND VERTICAL), AND MAINTAINING ALL EXISTING UNDERGROUNDUTILITIES, BOTH SHOWN ON THE PLANS AND/OR NOT SHOWN ON THE PLANS DURINGCONSTRUCTION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE ENGINEER.THE DBE SHALL LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OFCONSTRUCTION TO PERMIT REVISIONS TO PLANS BECAUSE OF LOCATIONS OFEXISTING FACILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIORTO THE COMMENCEMENT OF WORK.4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/ORSTRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THEAVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE AREPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION ORTHE EXISTENCE, OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THELIMITS OF THIS PROJECT. THE DBE IS REQUIRED TO TAKE ALL DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITIES OF RECORD AND/OR NOT OF RECORD SHOWNOR NOT SHOWN AND ANY OTHER LINE(S) OR STRUCTURE(S) NOT SHOWN ON THESEPLANS. THE DBE IS RESPONSIBLE FOR THE PROTECTION OF, AND/OR DAMAGE TOTHESE LINE(S) AND/OR STRUCTURE(S).5.THE DBE SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AT PROPOSED BUILDINGFOUNDATIONS, FOOTINGS, AND WALLS TO PROTECT EXISTING UTILITIES IN PLACE.6.UNAUTHORIZED CHANGES AND USES - CAUTION: THE ENGINEER PREPARING THESEPLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TOOR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANDMUST BE APPROVED BY THE PREPARER OF THESE PLANS.7.THE DBE SHALL MAINTAIN THE EXISTING ACCESSIBLE ROUTE CLEAR OR PROVIDE ANALTERNATE ACCESSIBLE ROUTE OF TRAVEL DURING DEMOLITION AND/ORCONSTRUCTION.8.THE DBE SHALL MAINTAIN THE EXISTING FIRE EXITS AND STAIRS CLEAR AND USABLEOR PROVIDE ALTERNATE FIRE EXITS DURING DEMOLITION AND/OR CONSTRUCTION.PORTIONS OF DEMOLITION MAY REQUIRE BLOCKING AND/OR OBSTRUCTING THROUGHACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. IT SHALL BE THE SOLE RESPONSIBILITYOF THE DESIGN-BUILD ENTITY (DBE) TO PROVIDE A FIRE WATCH SPECIALIST SERVICE FORTHE DURATION OF TIME THAT EMERGENCY / FIRE ACCESS VEHICLES ARE BLOCKED AND/OROBSTRUCTED DURING CONSTRUCTION UNLESS EQUIVALENT ALTERNATE MEASURES ARETAKEN TO ENSURE CONTINUOUS ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. DBE TOCOORDINATE THROUGH ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES WITH THE LOCALFIRE AUTHORITY HAVING JURISDICTION.FOR SITE PREPARATION, OVEREXCAVATION, FOUNDATION RECOMMENDATIONS, PAVEMENT,SUBGRADE, AND GRADATION REQUIREMENTS SEE DRAFT GEOTECHNICAL INVESTIGATIONREPORT ENTITLED:"GEOTECHNICAL INVESTIGATIONSANTA TERESA FIRE STATIONSOUTHEAST CORNER OF WEST LUCHESSA AVENUEAND MILLER AVENUEGILROY, CALIFORNIA"PREPARED BY:GEOCON CONSULTANTS, INC6671 BRISA STREETLIVERMORE, CA 94550PROJECT NO: E9213-04-06DATED: JANUARY 9, 20261.IT IS THE DESIGN-BUILD ENTITY'S (DBE) RESPONSIBILITY TO REVIEW THE GRADINGPLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THEGRADING DBE'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IFONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORKQUANTITIES.2.THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZEDAS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BEPRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION ISFOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS. ANY DEVIATION SODETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES.3.THE DBE IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONEAND INCLUDE ALL COSTS THEREFROM WITH HIS BID, AS NO ADDITIONAL ALLOWANCEWILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER.4.OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADINGACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIESWHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURECONTENT.5.OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE DBEAND SHALL BE INCLUDED IN THE BID. THE DBE SHALL HOLD THE OWNER AND ENGINEERHARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM THE ACTIONS ENROUTE ORAWAY FROM THE SITE.6.EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICALANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEYOF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION.EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARDENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNINGAGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASUREDCONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARYAS A RESULT.7.ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLERESPONSIBILITY OF THE DBE.8.PAVEMENT AND SUBGRADE RECOMMENDATIONS RELATED TO OVER-EXCAVATION,PAVEMENT SUBGRADE, ETC., PER GEOTECHNICAL REPORT.CADD FILES OF TOPOGRAPHY AND SURVEY PROVIDED BY THE CITY OF GILROY DO NOTCONTAIN VERTICAL AND HORIZONTAL DATUM INFORMATION.DEDICATED PRIVATEFIRE SERVICEREMOVE EXISTING UTILITYSANITARY SEWER LINEDOMESTIC WATER LINESTORM DRAIN LINE(≤8" DIAMETER)FLOW LINE1.DESIGN-BUILD ENTITY (DBE) SHALL ENSURE THAT THE CONSTRUCTION SITE ISPREPARED PRIOR TO THE START OF CONSTRUCTION. DBE SHALL HAVE ALL EROSIONAND SEDIMENT CONTROL MEASURES IN PLACE AT ALL TIMES DURING CONSTRUCTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTILDISTURBED AREAS ARE STABILIZED.3.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE ANDAFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.4.DBE SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR MAINTENANCE OFBMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OR EROSION ANDSEDIMENT CONTROL PLAN.5.IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE,DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LEFTEXPOSED OVER THE WINTER SEASON.6.THE DBE SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIOR TOCOMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTED BYTHE DBE TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFICENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE.7.ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OFEACH WORKING DAY OR MORE OFTEN AS NECESSARY.8.DBE SHALL PLACE GRAVEL/SAND BAGS AROUND ALL NEW DRAINAGE STRUCTUREOPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESEGRAVEL/SAND BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTILCONSTRUCTION IS COMPLETED.9.DBE SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS:A.SOLID WASTE MANAGEMENT:PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FORREGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANICDEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS ANDDOMESTIC WASTE DAILY.B.MATERIAL DELIVERY AND STORAGE:PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENTSUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDE COVERING FORSOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDING SHELL WHENPOSSIBLE. INSPECT AREA WEEKLY.C.CONCRETE WASTE:PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETETRUCK WASH-OUT. CONCRETE WASHOUT CANNOT BE WITHIN 50' MINIMUM OF DRAININLETS. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A CONCRETETRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE STORM DRAINS VIA CURBAND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLY FOR REMOVAL OFHARDENED CONCRETE.D.PAINT AND PAINTING SUPPLIES:PROVIDE INSTRUCTION TO EMPLOYEES AND SUBDBES REGARDING REDUCTION OFPOLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP. INSPECT SITEWEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL.E.VEHICLE FUELING, MAINTENANCE AND CLEANING:PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH ASBERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENTWITH DRIP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENT TOA MINIMUM. INSPECT AREA WEEKLY.F.HAZARDOUS WASTE MANAGEMENT:PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THEDRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL ANDTRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUNDON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUMPRODUCTS, FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZERS,STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS.11.DBE SHALL HYDROSEED ALL GRADED SLOPES. NATIVE SEED MIX SHALL BE 20% LANAPUBESCENT WHEAT GRASS, 40% BLANDO BROME, AND 40% ANNUAL RYE GRASS ANDSHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. SOIL BINDING AGENT SHALLBE VERDYOL, SENTINEL, OR EQUAL, APPLIED AT A RATE OF 110 POUNDS PER ACRE.MULCH SHALL BE SILVER-FIBER, CONWED, OR EQUAL, APPLIED AT A RATE OF 1,000POUNDS PER ACRE. FERTILIZER SHALL BE AGRI-FORM 16-7-12, BEST 16-6-8, OR EQUAL,APPLIED AT A RATE OF 500 POUNDS PER ACRE. THE DBE SHALL WATER SEEDED AREASOR RESEED AS NECESSARY TO ENSURE SUFFICIENT PLANT DEVELOPMENT FOREROSION CONTROL.12.NO GRADING SHALL BE DONE UNTIL SITE- AND SEASON-SPECIFIC SOIL LOSS ANDHOUSEKEEPING STORMWATER BMPs HAVE BEEN APPROVED BY THE INSPECTOR. THEDBE SHOULD EMPLOY THE DESIGN BMPs AND ANY OTHERS NEEDED AS SITUATIONSARISE. DBE SHOULD CONDUCT SITE INSPECTIONS BEFORE, DURING AND AFTER EACHEXTENDED STORM EVENT TO IDENTIFY CONDITIONS THAT MAY CONTRIBUTE TOEROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT DISCHARGES. IFADDITIONAL CONTROL MEASURES ARE NEEDED, DBE SHOULD IMPLEMENT THEMIMMEDIATELY.RIGHT OF WAY/PROPERTY LINEFENCEAPPROXIMATE CUT:16 CYAPPROXIMATE FILL:2,684 CYNOTES:1.PRELIMINARY EARTHWORK QUANTITIES INDICATED ARE BASED ON COMPARINGPROPOSED GROUND TO EXISTING GROUND. SHRINKAGE FACTOR, UNDERCUT OFBUILDING SLAB/PAVEMENT, TRENCH SPOILS AND OVER-EXCAVATION ARE NOT TAKENINTO ACCOUNT.2.EARTHWORK QUANTITIES INDICATED ARE FOR REFERENCE ONLY. DESIGN-BUILDENTITY (DBE) IS RESPONSIBLE FOR ACTUAL QUANTITIES.ABAGGREGATE BASEACASPHALT CONCRETE PAVEMENTAEACCESS EASEMENTASPHASPHALT PAVINGBCBEGIN CURVATUREBCRBEGIN CURB RETURNBFPBACK FLOW PREVENTERBIBOX INLETBMBENCHMARKBOPBOTTOM OF PIPEBORBOTTOM OF RAMPBSBOTTOM OF STAIRSBVCBEGIN VERTICAL CURVATUREBWBOTTOM OF WALLC&GCURB AND GUTTERC/L,CLCENTER LINECBCATCH BASINCONSTCONSTRUCTCRCURB RETURNCTCOURTCULCULVERTDIDROP INLETDIPDUCTILE IRON PIPEDWDOMESTIC WATERD/WDRIVEWAYDE DRAINAGE EASEMENTDRDRIVE(E)EXISTINGEEASTECEND CURVATUREECREND CURB RETURNEGEXISTING GRADEELEVELEVATIONEOCEDGE OF CONCRETEEPEDGE OF PAVEMENTEQEQUALESMTEASEMENTEVCEND OF VERTICAL CURVATUREFFFINISHED FLOORFFEFINISHED FLOOR ELEVATIONFGFINISHED GRADEFHFIRE HYDRANTFLFLOWLINEFSFINISHED SURFACEFWFIRE PROTECTION SERVICE WATERGBGRADE BREAKGFLGUTTER FLOWLINEGSLLIMITS OF GRAVITY SEWERGRGRATEGVGAS VALVEHBHOSE BIBHPHIGH POINTICVIRRIGATION CONTROL VALVEINTXPOINT OF INTERSECTIONINVINVERTJPJOINT POLELELANDSCAPE EASEMENTLFLINEAR FEETLIPLIP OF GUTTERLPLOW POINTLTLEFTMAXMAXIMUMMHMANHOLEMINMINIMUMMOCMIDDLE OF CURVATURENNORTHNGNATURAL GRADENTSNOT TO SCALEOCON CENTER(P)PROPOSED, NEWPAPLANTING AREAPBCPULL BOX CABLEPBEPULL BOX ELECTRICPBTPULL BOX TELEPHONEPBWPULL BOX WATERPCCPOINT OF COMPOUND CURVATUREPEPEDESTRIAN EASEMENTPIPOINT OF INTERSECTIONPIVCPOINT OF INTERSECTION VERTICALCURVATUREPLPROPERTY LINEPOCPOINT OF CONNECTIONPPPOWER POLEPRCPOINT OF REVERSE CURVATUREPVCPOLYVINYL CHLORIDEPVMTPAVEMENTRRADIUSRCPREINFORCED CONCRETE PIPERIMTOP RIM OF STRUCTUREROWHIGHWAY EASEMENTRTRIGHTRWRECLAIMED WATERR/WRIGHT OF WAYSSOUTH OR SLOPESBESETBACK EASEMENTSCOSANITARY SEWER CLEANOUTSDSTORM DRAINSDMHSTORM DRAIN MANHOLESFSQUARE FEETSHTSHEETSTASTATIONSMHSANITARY SEWER MANHOLESSSANITARY SEWERSWPPPSTORM WATER POLLUTIONPREVENTION PLANS/WSIDEWALKTTANGENTTBTOP OF BERMTBCTOP BACK OF CURBTBWTOP BACK OF WALKTCTOP OF CURBTFTOP OF FOOTINGTGTOP OF GRATETOETOE OF SLOPETOPTOP OF PIPETORTOP OF RAMPTOSTOP OF SLOPETPTOP OF PLANTERTSTOP OF STAIRSTWTOP OF WALLTYPTYPICALTPTELEPHONE POLEVCVERTICAL CURVATUREWWESTWMWATER MAINWVWATER VALVEEXISTING ELECTRICALLINE / CONDUITEXISTING DEDICATEDPRIVATE FIRE SERVICEEXISTING STORM DRAIN LINEEXISTING WATER LINEEXISTING SEWER LINEGRADE BREAK LINETOTAL DISTURBED AREA = 1.2± ACRESPURSUANT TO THE CALIFORNIA GOVERNMENT CODESECTION 4216, NO EXCAVATION PERMIT IS VALIDUNLESS DIG ALERT HAS BEEN CONTACTED AT LEASTTWO (2) WORKING DAYS PRIOR TO THECOMMENCEMENT OF EXCAVATION AND AN INQUIRYIDENTIFICATION NUMBER HAS BEEN ISSUED.INQUIRY ID#1.ALL ASBESTOS CEMENT PIPE TO BE REMOVED SHALL BE SNAPPED, ENCAPSULATED,AND DISPOSED OF PER LOCAL, STATE, AND FEDERAL REGULATIONS.2.DOMESTIC WATER SERVICE AND FIRE PROTECTION SHALL BE MAINTAINED DURINGCONSTRUCTION. PROVIDE BYPASS LINES DURING CONSTRUCTION INCLUDING TIE-IN.COORDINATE ALL SHUT DOWNS OF WATER AND POWER WITH OWNER PRIOR TOCONSTRUCTION.3.PURSUANT TO CALIFORNIA ASSEMBLY BILL 1953 ALL PIPE, FITTINGS, AND FIXTURESINTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION THROUGHDRINKING WATER OR COOKING SHALL BE "LEAD FREE" AS OF JANUARY 1, 2010.IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, DESIGN-BUILD ENTITY SHALLINSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS), AS SHOWN INTHE EROSION CONTROL PLAN AND IN ACCORDANCE WITH THE SWPPP (STORM WATERPOLLUTION PREVENTION PLAN), ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BEINSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR INACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THEPROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORMDRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, ANDOTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROMTHE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND, ORVEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION AND/ORSEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECTPROGRESSES TO ENSURE EFFECTIVENESS.NTSC0.01CIVIL NOTESC0.02EXISTING CONDITIONS PLANC1.01DEMOLITION PLANC2.01CONCEPTUAL GRADING PLANC3.01CONCEPTUAL STORM DRAIN PLANC4.01CONCEPTUAL UTILITY PLANPERFORATED STORMDRAIN LINEGGEXISTING NATURALGAS SERVICETTEXISTINGTELECOMMUNICATIONSLINE / CONDUIT1.FOLLOWING OWNER ACCEPTANCE OF CONSTRUCTION WORK, POST CONSTRUCTIONBEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE MAINTAINED BY THEPROPERTY OWNER, INCLUDING BUT NOT LIMITED TO:1.1.ANNUAL INSPECTION, REPLACEMENT, AND/OR SEDIMENTATION REMOVAL OFVEGETATED SWALES, TREATMENT PONDS, AND OTHER SURFACE STORMWATERTREATMENT MEASURES AS REQUIRED WITH AN INCREASED FREQUENCY BASEDON SITE CONDITIONS.1.2.MAINTENANCE SERVICE AGREEMENT(S) OF STORMWATER TREATMENT VAULTS,INLETS, MANHOLES, AND OTHER DEVICES BASED ON MANUFACTURES'RECOMMENDATIONS AND FREQUENCY.1.3.ANNUAL INSPECTION OF PERMEABLE PAVEMENT AND REMOVAL OF SEDIMENT ASNEEDED.1.4.ANNUAL INSPECTION OF STORMWATER INLETS AND MAINTENANCE AS REQUIREDTO CLEAR GRATES AND INLETS OF DEBRIS.1.5.THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND WATERQUALITY MANAGEMENT PLAN (WQMP) MAY CONTAIN ADDITIONAL OR MORESTRINGENT MAINTENANCE REQUIREMENTS.2.BMP DETAILS MAY BE FOUND IN APPENDIX H OF THE PROJECT SWPPP DOCUMENT. BMPDETAILS PER CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) AND AREAVAILABLE AT www.casqa.org.3.FOR PROJECTS GREATER THAN 1 ACRE: THE DBE SHALL VERIFY THE STATUS OF THESWPPP/NOI/WDID PRIOR TO EARTHMOVING ACTIVITIES. A STORMWATER POLLUTIONPREVENTION PLAN (SWPPP) SHALL BE PREPARED AND A NOTICE OF INTENT (NOI) SHALLBE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) INACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FORSTORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO.CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE DBE SHALLKEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FOR REVIEW.1.FIRE WATER PIPE, FITTINGS, AND APPURTENANCES SHALL COMPLY WITH NFPA 24INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1.1.FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE PER NFPA 24-5.9.1.2.FDC LOCATION AND SIGNAGE SHALL BE PER NFPA 24-5.9.5.1.PRIOR TO INSTALLATION, ALL PLANS AND SPECIFICATIONS SHALL BE APPROVED BYGOVERNING AGENCY.2.INSPECTIONS ARE REQUIRED:1) PRIOR TO POURING THRUST BLOCKS2) FOR HYDROSTATIC TESTING3) FOR FLUSH3.INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2022 NFPA 13 AND 2019NFPA 24.4.PRIVATE FIRE HYDRANTS SHALL BE APPROVED WET BARREL STYLE WITH A MINIMUM OFONE 2 12" AND ONE 4" OUTLET. THE 4" OUTLET SHALL FACE THE FIRE DEPARTMENTACCESS ROAD. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARDTHREADS (NST).5.FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN DIAMETER. THELOWEST OPERATING NUT SHALL BE MINIMUM OF 18" ABOVE GRADE AND THE FIREHYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE.6.FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYEDGATE VALVE SHALL BE PROVIDED FOR EACH FIRE HYDRANT IN AN ACCESSIBLELOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS.7.ALL PIPES SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 900 DR-18MINIMUM). CLASS 900 DR-14 PIPES SHALL BE USED WHERE THE PRESSURES MAYEXCEED 150 PSI.8.ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH LOOSE 8-MILPOLYETHYLENE TUBE. THE ENDS OF THE TUBE AND ANY SPLICES MADE FOR T's OROTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" TAPE, APPROVED FORUNDERGROUND USE. ALL BOLT JOINTS SHALL BE CLEANED AND THOROUGHLY COATEDWITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY ANDPRIOR TO POLY-TUBE INSTALLATION.9.A BED OF CLEAN FILL SAND SHALL BE PROVIDED ABOVE AND BELOW THE PIPE, AMINIMUM OF 12" ABOVE AND 6" BELOW.10.ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL.11.A MINIMUM OF 30" OF COVER, FROM FINISHED GRADE TO THE TOP OF THE PIPE SHALLBE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALLBE PROVIDED.12.THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BEPROVIDED WHEREVER PIPE CHANGES DIRECTION.13.THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TOPOUR. ALL CORROSION PROTECTION SHALL BE IN PLACE.14.A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATICPRESSURE, WHICHEVER IS GREATER) SHALL BE PERFORMED. BACKFILL BETWEEN THEJOINTS TO PREVENT MOVEMENT OF THE PIPE.15.THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TOOVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM 4" HOSE PIPE.16.PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES,POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTEDOSHA RED, UNLESS NOTED OTHERWISE.17.THE CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BEMONITORED IF THEY SERVE 6 OR MORE SPRINKLER HEADS.FIRE PROTECTION SYSTEM NOTESSSSSDESCRIPTIONLINE TYPEDAYLIGHT LINESTORM DRAIN LINE(>8" DIAMETER)ABBREVIATIONSGENERAL EROSION AND SEDIMENT CONTROL NOTESDEMOLITION NOTESEARTHWORK NOTESPRELIMINARY EARTHWORK QUANTITIESLEGENDDESCRIPTIONSYMBOLROOF DRAIN POC 5' FROM BUILDINGGAS POC 5' FROM BUILDINGFIRE WATER POC 5' FROM BUILDINGDOMESTIC WATER POC 5' FROM BUILDINGSANITARY SEWER POC 5' FROM BUILDINGSTORM DRAIN MANHOLESANITARY SEWER MANHOLEDRAIN INLETAREA DRAINTRENCH DRAINCLEANOUTBLOW OFFFIRE HYDRANTVALVEPOST INDICATOR VALVE (PIV)/CHECK VALVE(CHK VLV)/FIRE DEPARTMENT CONNECTION (FDC)CHECK VALVE (CHK VLV)FIRE DEPARTMENT CONNECTION (FDC)DOUBLE DETECTOR CHECK (DBL CHK)REDUCED PRESSURE (BFP)POST INDICATOR VALVE (PIV)THRUST BLOCKBENDS, TEE AND CROSSWATER METERBENCHMARKLOCATION MAPGEOTECHNICAL INFORMATIONFIRE WATER GENERAL NOTES:IMPORTANT NOTICEDEDICATED FIRE ACCESSDIG ALERT NOTICEGENERAL NOTES TO DESIGN-BUILD ENTITY (DBE)POLLUTION PREVENTION NOTESBMP MAINTENANCE NOTESAREA SUMMARYCIVIL SHEET INDEX ADXXLF S=X.XXXXXLF PVCXXLF S=X.XXXXXLF S=X.XXXGBXXLF PVCcoMDS6"SS8"FW6"SD6"DW12"SDNRDGFWSSNPROJECTLOCATIONSANTA TERESA BLVDLIMIT OF WORKLUCHESSAAVENUEMILL E R A V E N U E W. 1 0 TH S TREE T GREENFIELD DRIVE CIMIN O S T R E E T LOMARANCHSTREETN/AC0.01CIVIL NOTESRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUE Page 150 of 256 (E) PL(E) PL(E) R/W(E) R/WW. LUCHESSA AVENUEMILLER AVENUE Revision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUEEXISTING CONDITIONS PLAN1"=20'20100401"=20'EXISTINGCONDITIONSPLANC0.0205Page 151 of 256 CLEAR AND GRUB(E) PL(E) PL(E) R/WPROTECT IN PLACE(E) SIDEWALKREMOVE (E) DRAIN INLET(297.39)TGPROTECT IN PLACE(E) SD INLET(298.36)TG(288.51)INVPROTECT IN PLACE(E) SD INLET(298.44)TG(288.54)INVPROTECT IN PLACE(E) SIDEWALK ANDDRIVEWAYPROTECT IN PLACE(E) SIDEWALK ANDDRIVEWAY(E) R/WW. LUCHESSA AVENUEMILLER AVENUE CONNECT (E) SD PIPE TO NEWDRAIN INLET PER SHEET C3.01Revision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUEDEMOLITION PLAN1"=20'20100401"=20'DEMOLITIONPLANC1.0105Page 152 of 256 JOIN(299.05)BWJOIN(298.86)BW(0.54%)JOIN(305.69)BW(5.04%)JOIN(304.59)BWJOIN(304.20)BW(4.68%)300.20TC299.70FS305.76TC305.26FS2.70%305.30TC304.80FS304.77TC304.27FS300.01TC299.51FS2. 0 3 %1.71%(307.0)FG(306.0)FG(305.0)FG(304.0)FG(303.0)FG(302.2)FG(302.0)FG303.00TC302.50FS4.87%(301.0)FG(300.0)FG(E) R/W(E) PL(E) PL(E) R/W303.43FS303.43FS303.43FS303.45FS303.45FS303.43FS(300.40)BW0.10%2.00%303.43FS303.43FS303.43FS303.43FS304.50TC304.00FS1.54%304.95TC304.45FS303.01FS3.00%303.45FS303.45FS3.00%303.20FS0"CF(300.34)BW303.00TC302.50FS6.04%0.56%1.10%303.30TC302.80FS303.20FS(E) SD INLET(298.36)TG(288.51)INV303.30TC302.80FS0.50%303.20FS0"CF303.30TC302.80FS303.43FS1. 0 3 %302.86TC302.36FL301.50TC301.00FL303.35TC302.85FS303.65TC303.15FS1.20%1.00%2.00%(TYP)1.20% (TYP) 1.20% (TYP)2.00%302.58TC302.08FS303.17TS301.09BS1.72%1.41%(E) SD INLET(298.44)TG(288.54)INV304.15TW301.05FS305.15TW303.29FS302.29FS302.05FS302.19FS3.13%3. 1 3 %1.65%1.72%1.41%302.07FS301.93FS5 STEPS @ 5"307.95TW307.95TW308.95TW308.95TW309.45TW309.45TW309.45TW309.45TW309.45TW311.45TW303.15TW303.15TW303.95TW304.15TW(302.35)BW(300.93)BW(300.55)BW(300.31)BW305.15TW305.15TW304.15TW304.15TW311.00TW305.0FGW. LUCHESSA AVENUEMILLER AVENUE 302.95TC302.45FSFIRE STATION303.45FF305.15TW4"FW 4" S S4"SS4"SS4"SS 3"DW4" FW 4" FW 3" DWcoco co3/ 4 " DW cococo3" DWNOPARKING E V C H A R G I N G O N L YEV CHARGINGONLYNOPARKING8" S D 4" S D 4" S D 4" S D 8" S D 4"SD8"SD8"SD12"SD 12"SD12"SD 4" S D 4"SD4" S D8"SDRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUECONCEPTUAL GRADING PLAN1"=20'20100401"=20'CONCEPTUALGRADINGPLANC2.0105Page 153 of 256 NOPARKINGE V C H A R G I N G O N L YEV CHARGINGONLYNOPARKING4"FW 4" S S4"SS4"SS4"SS 3"DW4" FW 4" FW 3" DW 3/ 4 " DW 3" DW (E) PL(E) PL(E) R/W(E) R/W8" S D (E) SD INLET(298.36)TG(288.51)INV(E) SD INLET(298.44)TG(288.54)INVcoW. LUCHESSA AVENUEMILLER AVENUE 4" SD POC300.95INV4" SD POC300.95INV4" SD POC300.95INV4" SD POC300.95INV4" SD POC300.95INV4" SD POC301.03INV4" SD POC300.95INV4" SD POC303.00INV4" SD POC303.70INV4" SD POC303.70INV4" SD POC303.70INV4" SD POC300.95INV4" SD POC300.95INVFIRE STATION303.45FF4" S D 4" S D 298.00INV302.88INV298.00INV299.30INV299.30INVco299.50INVcoco299.30INVco299.20INV4" S D 8" S D 4"SD8"SD8"SD12"SD 12"SD12"SD 4" S D 4"SD4" S D8"SDCONNECT (E) SD PIPE TONEW DRAIN INLETFIELD VERIFY LOCATION OF (E)PIPE, SIZE AND MATERIALRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUECONCEPTUAL STORM DRAIN PLAN1"=20'20100401"=20'CONCEPTUALSTORM DRAINPLANC3.0105Page 154 of 256 NOPARKINGE V C H A R G I N G O N L YEV CHARGINGONLYNOPARKINGJOIN (E) 4" SS(290.50)INVJOIN (E) 2" DWJOIN (E) 2" IRR WJOIN (E) 4" FW(E) FH(E) PL(E) PL(E) R/W(E) R/W(E) FH(E) FH4"FW 4" DCDA WITH2-WAY FDC2" WATER METER4" S S4"SS4"SS4"SS 4" SS POC299.95INV3"DW2" RPBP4" FW 4" FWSAND/OIL INTERCEPTERAND SAMPLING BOX PERPLUMBING PLAN2" DW POC3" FW POC3" DWcoco co3/ 4 " DW (E) SD INLET(298.36)TG(288.51)INV(E) SD INLET(298.44)TG(288.54)INV4" SS POC299.95INV4" SS POC299.95INVcocoW. LUCHESSA AVENUEMILLER AVENUE FOX DRAIN AT VEHICLEWASHDOWN AREAFIRE STATION303.45FFcoALTERNATE 2:EXTENSION OF DOMESTIC WATER ANDSANITARY SEWER INFRASTRUCTURE3" DW3/4" DW POC4" SS POC299.95INV8" S D 4" S D 4" S D 4" S D 8" S D 4"SD8"SD8"SD12"SD 12"SD12"SD 4" S D 4"SD4" S D8"SDRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUECONCEPTUAL UTILITY PLAN1"=20'20100401"=20'CONCEPTUAL UTILITYPLANC4.0105Page 155 of 256 0 LC II L0.01 LANDSCAPE NOTES AND LEGENDS L1.01 MATERIALS PLAN L7.01 PLANTING PLAN 1.REFER TO CIVIL ENGINEER'S DRAWINGS FOR UTILITY LOCATIONS, TREE SUBDRAINAGE STUBOUTS, (IF REQUIRED), AND FINAL GRADING. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE) SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 3.EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 4.DBE SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES. QUANTITIES SHOWN ON PLANS TAKE PRECEDENCE OVER WRITTEN QUANTITIES IN "PLANTING LEGEND." 5.PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 6.PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. 7.ALIGNED AND EQUALLY SPACED, IN ALL DIRECTIONS, ALL SHRUBS TO BE AS DESIGNATED PER THESE NOTES AND DRAWINGS. 8.ALL TREES IN ROWS TO BE ALIGNED. (UNLESS NOTED OTHERWISE ON PLANS) 9.TREES SHALL BEAR SAME RELATION TO FINISH GRADE AS AT PLACE OF GROWTH. 10.FINISH GRADES OF ALL TURF AREAS SHALL BE (1") BELOW ADJACENT CURB OR PAVEMENT. FINISH GRADES OF ALL SHRUB AREAS SHALL BE (2-1/2") BELOW ADJACENT CURB, PAVEMENT OR HEADER. 11.DBE SHALL SUBMIT FOR APPROVAL COLOR PHOTOS OF ALL TREES, SHRUBS, AND GROUNDCOVER. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE PURPOSES, PHOTOS SHALL BE OF THE ACTUAL PLANT MATERIAL TO BE USED ON THE PROJECT. ALL PLANT MATERIAL SHALL BE OF A QUALITY AS DETERMINED BY THE LANDSCAPE ARCHITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. 12.PROVIDE A (3") LAYER OF MULCH AT PROPOSED TREE, SHRUB, AND GROUNDCOVER PLANTING AREAS, EXCEPT AREAS WITH JUTE MESHING. 13.DBE SHALL CONDUCT AGRICULTURAL SUITABILITY AND FERTILITY SOILS TESTING PER SOIL PREPARATION SPECIFICATION. ANALYSIS SHALL INCLUDE RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX AS WELL AS RECOMMENDATIONS FOR POST MAINTENANCE FERTILIZATION. SUBMIT SOILS ANALYSES AND SAMPLES OF AMENDMENTS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO SOIL PREPARATION. 14.QUANTITIES LISTED ON PLANT LEGEND ARE PER SHEET. DBE MUST VERIFY QUANTITIES GIVEN ON THE PLANS WITH ACTUAL QUANTITIES SHOWN. 15.PROVIDE ROOT BARRIERS IN ADDITION TO THOSE INDICATED ON THE PLANS FOR ALL TREES WITHIN 5' OF ANY HARDSCAPE. 16.NOT INSTALL WATERING BASINS AROUND TREES WHEN PLANTED IN TURF. PROVIDE A CIRCULAR TURF-FREE ZONE TO OUTSIDE EDGE OF ROOTBALL. PLACE ONLY 2-INCHES OF WOOD MULCH IN THIS AREA AND NO CLOSER THAN 4-INCHES FROM TRUNK. 17.PLANT ALL TREES A MIN. OF 5' FROM ANY UTILITIES. THE LANDSCAPE DBE SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK. 18.TREES ARE TO BE A MINIMUM OF 5' AWAY FROM ANY HARDSCAPE SUCH AS CURBS, WALKS, ETC. 19.LANDSCAPE MAINTENANCE PERIOD IS 90 DAYS. 20.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1.THE DESIGN-BUILD ENTITY (DBE) SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF DRIVEWAY, PLANTERS, WALKS, SLOPES AND RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 3.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 4.THIS DRAWING INCLUDES THE LOCATION OF AREA DRAINS FOR REFERENCE. REFER TO RELATED CIVIL ENGINEER'S DRAWINGS FOR CONSTRUCTION DETAILS AND UTILITY CONNECTIONS. 5.REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND CIRCUITRY AS NECESSARY. 6.REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB-BASE MATERIALS AND COMPACTION. 7.WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES. 8.ALL MEASUREMENTS ARE TO FACE OF WALL, CURB OR OTHER FIXED SITE IMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES AS INDICATED. 9.INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. 10.ALL DRAINS/ BASINS SHOULD HAVE BLACK ATRIUM TYPE GRATES WITHIN SHRUBS/GROUNDCOVER AREAS AND BLACK FLAT TYPE GRATES IN TURF AREAS. 1.BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION. 2.REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR PROPOSED UTILITY INFORMATION INCLUDING STORM DRAIN, SEWER, WATER, ELECTRICAL, GAS, TELEPHONE AND CABLE TV. 3.REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 4.VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES AND STRUCTURES, AND OTHER INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE) SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 5.EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BE UNDERTAKEN WITH CARE. THE DBE BEARS FULL RESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 6.DBE SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 7.DBE SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES AND PLANS, FOR THE LOCATIONS OF ALL UNDER-GROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 8.DBE SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE DBE SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 9.DBE IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 10.PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. 11.ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS. 12.ALL PROPERTY LINES, LOT LINES, AND TOP OF SLOPE LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 13.ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS AND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATION PRIOR TO INSTALLATION. 14.SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING. 15.REFER TO CIVIL ENGINEER'S DRAWINGS FOR ELEVATIONS AND LOCATION OF DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS AND OTHER STRUCTURES. 16.REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IF NOTES ON THE PLANS DIFFER FROM THE GEOTECHNICAL REPORT, PROVIDE THE MOST STRINGENT REQUIREMENT. 17.RAISE ALL VAULTS/UTILITIES BOXES TO GRADE WITHIN LIMITS OF WORK. FIELD VERIFY PRIOR TO BID. 1.REFER TO CIVIL ENGINEER'S GRADING PLANS FOR SITE GRADING, DRAINAGE, AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE) SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2.REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF IN CONNECTION TO STORM DRAIN. 3.THE DBE SHALL REQUEST OBSERVATION AS REQUIRED 48 HOURS ADVANCE OF PERFORMING WORK. 4.THE DBE SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800/227-2600) OR DIG ALERT (800-422-4133) 48 HOURS PRIOR TO ANY EXCAVATION. 5.ALL GRADING OPERATIONS SHALL CONFORM TO LOCAL GUIDELINES. 6.FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE DBE SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE DBE SHALL PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 7.NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER DBE HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. 8.ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PRECISE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS-BUILT CONDITION. 9.THE DEBRIS CREATED BY LANDSCAPE GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE DBE AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 10.FINAL LANDSCAPE GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANTING. GA. GAUGE GALV. GALVANIZED GND. GROUND GR. GRADE HDR HEADER HT.HEIGHT LT. LIGHT MAX. MAXIMUM MET. METAL MFR.MANUFACTURER MIN. MINIMUM MTD. MOUNTED MTL. MATERIAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.D.OUTSIDE DIAMETER (DIM.) PA PLANTING AREA PED.PEDESTRIAN PRCST. PRECAST P.I.P.POURED IN PLACE P.O.T.POINT OF TANGENCY P.T.S. POST TENSION SLAB QTY QUANTITY R. RISER RAD. RADIUS REINF. REINFORCED REQ. REQUIRED SCHED. SCHEDULE SHT. SHEET SPEC. SPECIFICATION S.S.STAINLESS STEEL STD. STANDARD STRL.STRUCTURAL T. TREAD T.C. TOP OF CURB T.O.S. TOP OF SLOPE T.O.W. TOP OF WALL TYP. TYPICAL TBD. TO BE DETERMINED VEH.VEHICULAR VERT.VERTICAL W/WITH W/O WITHOUT &AND ANGLE @ AT CENTERLINE DIAMETER OR ROUND #POUND OR NUMBER ADJ.ADJACENT AGGR. AGGREGATE AL. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECTURAL AC.ASPHALT ACC. ACCESSIBLE B.C.R. BEGINNING OF CURVE RADIUS B.O.C. BACK OF CURB B.O.W. BOTTOM OF WALL B.O.S. BOTTOM OF SLOPE BLDG. BUILDING BLK. BLOCK C.E. CIVIL ENGINEER C.I.P. CAST IN PLACE CLKG. CAULKING CMU.CONCRETE MASONRY UNIT CONC. CONCRETE CONSTR.CONSTRUCTION CONT. CONTINUOUS CTR. CENTER D.A. DISABLED ACCESS DET. DETAIL DIA. DIAMETER DIM. DIMENSION DN.DOWN DWGS. DRAWINGS E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL EQ. EQUAL EXP.EXPANSION EXT.EXTERIOR F.G.FINISH GRADE F.S.FINISH SURFACE F.O.B.FACE OF BUILDING F.O.C. FACE OF CURB F.O.W.FACE OF WALL 1.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT OF ALL FENCE AND GATE COMPONENTS INCLUDING PLANS, ELEVATIONS AND DETAILS AS NECESSARY FOR COMPLETE INSTALLATION. 2.ALL WELDS PER DETAILS. COLD GALVANIZE ALL FIELD WELDS. 3.ALL POSTS SHALL HAVE WELDED METAL CAPS. 4.ALL MEMBERS TO BE 12 GA. WALL THICKNESS MINIMUM, UNLESS NOTED OTHERWISE 5.ALL GATES AND FENCES, INCLUDING CORRUGATED METAL PANEL TO BE PAINTED, SEE MATERIALS PLAN FOR COLOR. 6.SUBMIT SAMPLES OF ALL COMPONENTS AND MATERIALS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 7.GATE HARDWARE FINISH AND COLOR TO MATCH GATE/FENCE. 8.ANY COMPONENTS REQUIRED FOR A COMPLETE FENCE/GATE SYSTEM, BUT NOT SHOWN, SHOULD BE CONSIDERED A PART OF THESE DRAWINGS AND INCLUDED IN THE FINAL INSTALLED SYSTEM. 9.DESIGN-BUILD ENTIRY (DBE) TO VERIFY ALL ATTACHMENTS AND DIMENSIONS, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 10.ALL JOINTS TO BE WELDED TO MAKE A SOLID GATE FRAME. 1.CONCRETE HARDSCAPE 2.CMU RETAINING AND SITE WALLS 3.MOTORIZED SLIDING GATES 4.STEEL PEDESTRIAN GATE 5.FLAGPOLE WITH UPLIGHTS 6.LIGHT POLES 7.PLANTING AND IRRIGATION AS NOTED SHEET INDEXGENERAL NOTES LAYOUT AND MATERIALS NOTES PLANTING NOTESABBREVIATIONS GENERAL SCOPE OF WORK LANDSCAPE GRADING AND DRAINAGE NOTES FENCE AND GATE NOTES © LPA, Inc.Developed forJob Number Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100 Irvine, California 92617 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.SANTA TERESA FIRE STATION1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.33236 RF70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026L0.01 LANDSCAPE NOTES AND LEGENDS NOTE DESCRIPTION COLOR / FINISH 01 DET/ SHT 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 DET/ SHTNOTEDESCRIPTION A B C D E F G H J K L M N O P Q R S T COMMENTS EXISTING AC PAVING PROTECT IN PLACE EXISTING CONCRETE CURB PROTECT IN PLACE EXISTING CONCRETE GUTTER PROTECT IN PLACE EXISTING UTILITY PROTECT IN PLACE AC PAVING PER CIVIL CONCRETE CURB AND GUTTER PER CIVIL CONCRETE CURB RAMP PER CIVIL PAVEMENT STRIPING PER CIVIL WHEEL STOP PER CIVIL ACCESSIBLE PARKING SIGNAGE PER CIVIL EV CHARGER PER ELEC BIORETENTION BASIN PER CIVIL ELECTRICAL VAULT PER ELEC NATURAL GRAY/ MEDIUM BROOM DAVIS COLORS TBD/ TOPCAST O5 FEDERAL YELLOW/ WAUSAU TILE ADA-2 PAVERS COLOR/ FINISH COLOR/ FINISH REFER TO SITE FURNISHINGS LEGEND IN L0.01 CONCRETE PAVING CONCRETE ACCENT PAVING PRECAST TRUNCATED DOME PAVERS COBBLE CONCRETE STAIR CMU RETAINING WALL ALUMINUM EDGING HANDRAIL AT STAIR MOTORIZED SLIDING STEEL GATE BIKE RACK BIKE LOCKER FLAGPOLE WITH UPLIGHTS SITE LIGHTING REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFERENCE KEYNOTE LEGEND MATERIALS KEYNOTE LEGEND EXISTING CONCRETE PAVING PROTECT IN PLACE CONCRETE CURB PER CIVIL SINGLE PEDESTRIAN GATE DOUBLE GATES AT EMERGENCY GENERATOR TOURNESOL KITSAP - ALUM FROM STANDARD COLORSMETAL MODULAR RAISED PLANTERS EXISTING STREET LIGHT PROTECT IN PLACE SLIDING GATE OPERATOR SLIDEDRIVER II SD50 HYSECURITY GATE OPERATOR UPS BATTERY BACKUP DAVIS COLORS TBD TOPCAST 05 COLOR/ FINISHCMU FREESTANDING WALL CONCRETE PAVING AT RAMP COLOR TBD/ HIGH PERF COATINGHANDRAIL AT RAMP NATURAL GRAY/ MEDIUM BROOM COLOR TBD/ HIGH PERF COATING EXPANDED METAL, COLOR TBD / HIGH PERF COATING - - EMERGENCY GENERATOR PER ELEC EXPANDED METAL, COLOR TBD / HIGH PERF COATING EXPANDED METAL, COLOR TBD / HIGH PERF COATING ANODIZED 8" THICK CARPORT STRUCTURE PER ARCH MECHANICAL UNIT PER MECHANICAL SITE FURNISHINGS LEGEND SYM.DESCRIPTION MFR.MODEL #COLOR FIN/ PTRN QTY. BIKE RACK BIKE LOCKER FLAG POLE 3 2 3 SATIN MANU. PWDRCOAT CLEAR ANODIZED STAINLESS STEEL ALUMINUM RING DL2 ICC30D61-AA LANDSCAPE FORMS DURA BIKE LOCKER CONCORD AMERICAN FLAGPOLE FROM MANU. STANDARD COLORS SITE LIGHTING LEGEND SYM. BOLLARD LIGHT PER ELEC. PLANS DESCRIPTION DET/ SHT COMMENTS PARKING LOT LIGHT POLE PER ELEC. PLANS NOTE: SEE ELECTRICAL PLANS FOR FIXTURES, LAMPS, AND SPECS. FLAGPOLE UPLIGHTS PER ELEC. PLANS TREE UPLIGHTS PER ELEC. PLANS WALL RECESSED STEP LIGHT PER ELEC. PLANS SITE SYMBOLS LEGEND SYM.DESCRIPTION SYM.DESCRIPTION DET. EXISTING FIRE HYDRANT NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL AND ELEC DWGS FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. CATCH BASIN - PER CIVIL CLEAN OUT - PER CIVIL DIRECTION OF RAMP; DOWN SLOPE PLANTING AREA SAWCUT JOINT EXPANSION JOINT PROPERTY LINE/ RIGHT OF WAYco PA REDUCED PRESSURE BACKFLOW PREV. DOUBLE CHECK DETECTOR ASSEMBLY FIRE DEPARTMENT CONNECTION Page 156 of 256 cocococococococococococoNOPARKINGE V C H A R G I N GONLYEV CHARGINGONLYNOPARKINGL1.01MATERIALS PLANAS NOTED© LPA, Inc.Developed forJob NumberChecked ByScaleRevision Date ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.comSubmittal Date 5301 California Avenue, Suite 100Irvine, California 92617This document and all other project documents, ideas,aesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected,are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.SANTA TERESA FIRE STATION 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 GRIFFIN STRUCTURES, INC.33236RF70% SCHEMATIC DESIGN 03/10/2026 100% SD / BRIDGING DOCS 03/26/2026 NOTEDESCRIPTIONCOLOR / FINISH 01DET/SHT0203040506070809101112131415161718192021DET/SHTNOTEDESCRIPTIONABCDEFGHJKLMNOPQRSTCOMMENTSEXISTING AC PAVINGPROTECT IN PLACEEXISTING CONCRETE CURBPROTECT IN PLACEEXISTING CONCRETE GUTTERPROTECT IN PLACEEXISTING UTILITYPROTECT IN PLACEAC PAVINGPERCIVILCONCRETE CURB AND GUTTERPERCIVILCONCRETE CURB RAMPPERCIVILPAVEMENT STRIPINGPERCIVILWHEEL STOPPERCIVILACCESSIBLE PARKING SIGNAGEPERCIVILEV CHARGERPERELECBIORETENTION BASINPERCIVILELECTRICAL VAULTPERELECNATURAL GRAY/MEDIUM BROOMDAVIS COLORS TBD/TOPCAST O5FEDERAL YELLOW/WAUSAU TILE ADA-2 PAVERSCOLOR/FINISHCOLOR/FINISHREFER TO SITE FURNISHINGSLEGEND IN L0.01CONCRETE PAVINGCONCRETE ACCENT PAVINGPRECAST TRUNCATED DOME PAVERSCOBBLECONCRETE STAIRCMU RETAINING WALLALUMINUM EDGINGHANDRAIL AT STAIRMOTORIZED SLIDING STEEL GATEBIKE RACKBIKE LOCKERFLAGPOLE WITH UPLIGHTSSITE LIGHTINGREFER TO SITE FURNISHINGSLEGEND IN L0.01REFER TO SITE FURNISHINGSLEGEND IN L0.01REFER TO SITE FURNISHINGSLEGEND IN L0.01REFERENCE KEYNOTE LEGENDMATERIALS KEYNOTE LEGENDEXISTING CONCRETE PAVINGPROTECT IN PLACECONCRETE CURBPERCIVILSINGLE PEDESTRIAN GATEDOUBLE GATES AT EMERGENCY GENERATORTOURNESOL KITSAP - ALUMFROM STANDARD COLORSMETAL MODULAR RAISED PLANTERSEXISTING STREET LIGHTPROTECT IN PLACESLIDING GATE OPERATORSLIDEDRIVER II SD50HYSECURITYGATE OPERATOR UPS BATTERY BACKUPDAVIS COLORS TBDTOPCAST 05COLOR/FINISHCMU FREESTANDING WALLCONCRETE PAVING AT RAMPCOLOR TBD/HIGH PERF COATINGHANDRAIL AT RAMPNATURAL GRAY/MEDIUM BROOMCOLOR TBD/HIGH PERF COATINGEXPANDED METAL, COLORTBD / HIGH PERF COATING--EMERGENCY GENERATORPERELECEXPANDED METAL, COLORTBD / HIGH PERF COATINGEXPANDED METAL, COLORTBD / HIGH PERF COATINGANODIZED8" THICKCARPORT STRUCTUREPERARCHMECHANICAL UNITPERMECHANICAL1" = 20'-0"05MATERIALS PLANSITE SYMBOLS LEGENDSYM.DESCRIPTIONSYM.DESCRIPTIONDET.EXISTING FIRE HYDRANT NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL AND ELEC DWGS FOR DETAILS ANDEXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT.CATCH BASIN - PER CIVILCLEAN OUT - PER CIVILDIRECTION OF RAMP;DOWN SLOPEPLANTING AREASAWCUT JOINTEXPANSION JOINTPROPERTY LINE/RIGHT OF WAYcoPAREDUCED PRESSURE BACKFLOW PREV.DOUBLE CHECK DETECTOR ASSEMBLYFIRE DEPARTMENT CONNECTIONPANEW FIRE STATIONWEST LUCHESSA AVENUELIMIT OF WORKMILLER AVENUE NLIMIT OF WORK LIMIT OF WORKLIMIT OF WORK PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPA0611TYPMN01T01S08L13L0108161501H010115161017TYPK0908HTYPLHVEHVEH0101TYP03GGGNS08TYP2114TYP2105W/ INTEG.LIGHT10S(FUTURE)PLO0707TYP2119VEH0113PAPAPAPA12121820170802TYP211717TYP03TYPKKQOF 7PAAAFDCBBDCFEOOOB01J04TYP0404TYP04Page 157 of 256 co co co co co co co co co co co co NOPARKINGEV CHARGINGONLYEV CHARGINGONLYNOPARKINGL7.01 PLANTING PLAN AS NOTED © LPA, Inc.Developed forJob Number Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100 Irvine, California 92617 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.SANTA TERESA FIRE STATION1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.33236 RF70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/20261" = 20'-0"05PLANTING PLAN SHRUB LIST S1 ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' / HOWARD MCMINN MANZANITA BACCHARIS PILULARIS 'TWIN PEAKS'/ TWIN PEAKS DWARF COYOTE BRUSH CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT'/ YANKEE POINT CEANOTHUS ILEX VOMITORIA 'NANA'/ DWARF YAUPON HOLLY LANTANA MONTEVIDENSIS/ TRAILING LANTANA LEUCOPHYLLUM FRUTESCENS/ TEXAS SAGE LOMANDRA LONGIFOLIA 'BREEZE'/ DWARF MAT RUSH LOROPETALUM CHINENSE/ CHINESE FRINGE FLOWER MUHLENBERGIA CAPILLARIS/ PINK MUHLY MYOPORUM PARVIFOLIUM/ CREEPING MYOPORUM MYRTUS COMMUNIS 'COMPACTA'/ DWARF MYRTLE, GREEK OLIVE OLEA EUROPAEA 'MONTRA'/ LITTLE OLLIE DWARF OLIVE PHORMIUM TENAX 'BRONZE BABY'/ NEW ZEALAND FLAX RHAMNUS CALIFORNICA 'EVE CASE'/ EVE CASE COFFEEBERRY RHAPHIOLEPIS INDICA/ NDIAN HAWTHORN SALVIA GREGGII/ AUTUMN SAGE SALVIA LEUCANTHA 'SANTA BARBARA'/ SANTA BARBARA MEXICAN BUSH SAGE WESTRINGIA FRUTICOSA 'MORNING LIGHT'/ MORNING LIGHT COAST ROSEMARY ZAUSCHNERIA CALIFORNICA/ CALIFORNIA FUCHSIA S2 ACHILLEA 'MOONSHINE' YARROW 'MOONSHINE' IRIS DOUGLASIANA DOUGLAS IRIS NEPETA X FAASSENII CATMINT SALVIA LEUCANTHA MEXICAN BUSH SAGE SALVIA SPATHACEA HUMMINGBIRD SAGE SANTOLINA CHAMECYPARISSUS LAVENDER COTTON 75% TO BE 1 GAL @ 24" O.C. 25% TO BE 5 GAL @ 36" O.C. (*)- UNLESS NOTED ON PLAN(NCN.)- NO COMMON NAMETREE LIST COMMENTSSYM.REF.SPACINGCOMMON NAME SIZE/BOTANICAL NAME/ WUCOLS MEXICAN REDBUD CERCIS CANADENSIS 'MEXICANA'/L STANDARD 36" BOX/ MUSKOGEE CRAPE MYRTLE LAGERSTROEMIA I 'MUSKOGEE'/L MULTI TRUNK 36" BOX/ COAST LIVE OAK QUERCUS AGRIFOLIA L STANDARD 36" BOX/ CORK OAK QUERCUS SUBER/L STANDARD 36" BOX/ PLANTING LEGEND 'DRAKE' CHINESE ELM ULMUS P. 'DRAKE'/L STANDARD 36" BOX/ T2 T1 RAISED PLANTERS 15% TO BE 1 GAL @ 3' O.C. 70% TO BE 5 GAL @ 4' O.C. 15% TO BE 15 GAL @ 6' O.C. B1 CAREX TUMULICOMA BERKELEY SEDGE CHONDROPETALUM TECTORUM CAPE RUSH JUNCUS PATENS 'ELK BLUE' GRAY RUSH 1 GAL @ 18" O.C. BIORETENTION BASINS H1 CALIFORNIA NATIVE NO MOW GRASS SEED MIXTURE BY STOVER SEED (1.5 LBS / 1000SF) HYDROSEED NEW FIRE STATION T1 T2 T1 S1 B1 S1 S1 S1 S1 N B1 S2 B1B1S1 S2 S1 T1 T1 S1 S1 S2 S2 TYP. TYP. TYP. TYP. TYP. TYP. S1 S1 TYP. TYP. TYP. H1 Page 158 of 256 AC NOPARKINGEVCHARGINGONLYEVCHARGINGONLYNOPARKING04.01 04.01 04.01 04.01 32.02 32.02 1 EVCS351 EVCS 1 1 ADA 1 ADA W LUCHESSA AVE.MILLER AVE.PROPOSED NEW BUILDING FIRE STATION 32.03 32.04 22.04 32.01 05.06 05.06 05.01 26.01 LIMIT OF WORK (L.O.W.) #PARKING STALL COUNT APPROXIMATE ROADWAY CENTERLINE PROPERTY LINE 1. SEE GENERAL NOTES ON G1.01. 2. FOR PARKING COUNTS, SEE G1.01. 1" = 20'-0" A0.21 05SITE PLAN RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020SITE PLAN A0.21 33236 MG / TP KEYNOTES 04.01 4X16 CMU BLOCK SITE WALL. 05.01 CANTILEVERED COLUMN VEHICLE COVER, 13'-6" MIN, VERTICAL CLEARANCE 05.06 CUSTOM METAL SLIDING GATE WITH PREFINISHED EXPANDED METAL PANELS (6'-0" H X 40'-0" L). GATE FRAME SHALL BE HSS 6X4 PERIMETER & AT PANEL JOINTS AND HSS 4X4 VERTICAL INTERMEDIATE SUPPORTS. 22.04 OIL INTERCEPTOR PER PLUMBING DRAWINGS 26.01 ALTERNATE 1: PROVIDE COMPLETE PHOTOVOLTAIC ARRAY SYSTEM OVER PARKING CANOPY. 32.01 TRASH ENCLOSURE WITH ROOF COMPLIANT WITH LOCAL WASTE MANAGEMENT VENDOR REQUIREMENTS. 32.02 AC PAVING, SEE CIVIL DRAWINGS 32.03 APPARATUS VEHICLE WASH AREA 32.04 DRAIN FOR WASH AREA. CONNECTED TO FOX DRAIN SYSTEM TO DIVERT WATER TO SEWER WHEN HOSE BIB IS ACTIVATED. LEGEND GENERAL NOTES P R O J E C T N O R T HN TRASH ENCLOSURE WITH ROOF IN COMPLIANCE WITH LOCAL WASTE MANAGEMENT AND AHJ REQUIREMENTS GENERATOR ENCLOSURE Page 159 of 256 WDDW REF.MW CM HOSESTORAGETVTVMIRROR MB TVTV WH EXTRACTORDRYINGRACK.RH.TVAC TV MBREF.ICE 1 HOUR RATED WALL CONSTRUCTION DENOTES MILLWORK NON-RATED STUD WALL CONSTRUCTIONS MASONRY BLOCK WALL CONSTRUCTION 1. ALL WALLS TO BE 6" STUD FRAMING AT PERIMETER WALLS WITH PLASTER OR METAL PANEL AND 4" STUD FRAMING AT INTERIOR WALLS WITH GYP AT BOTH SIDES AND FULL THICKNESS BATT INSULATION, UNO 2. PROVIDE 6" HIGH CONCRETE CURBS @ ALL RESTROOMS, CUSTODIAL CLOSETS, WATER HEATER CLOSETS, & SHOWER COMPARTMENTS, UNO 3. PROVIDE MOISTURE RESISTANT GYP BD IN ALL WET LOCATIONS, UNO. 4. PROVIDE CEMENTITIOUS BACKER BOARD @ ALL TILE WALL LOCATIONS, UNO 5. PROVIDE IMPACT RESISTANT GYP BOARD AT CORRIDORS AND HALLWAYS TO 4' A.F.F. 6. PENETRATIONS THROUGH RATED WALL CONDITIONS TO BE PROTECTED AS REQUIRED BY THE CBC. PROVIDE THE PENETRATIONS THROUGH RATED WALL CONDITIONS. FOR ALL RATED WALLS, PROVIDE THE FOLLOWING MARKINGS & IDENTIFICATIONS PER THE APPLICABLE CODES: A. BE LOCATED WITHIN 15 FT OF THE END OF EA WALL & @ INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZ ALONG THE WALL OR PARTITION. B. INCLUDE LETTERING NOT LESS THAN 3" IN HEIGHT WITH A MIN 3/8" STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING, "FIRE &/OR SMOKE BARRIER -PROTECT ALL OPENINGS", OR OTHER WORDING. 1 1 AA A3.01 08 A3.0107 A3.01 06 A3.01 05 5'-8"2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 107'-4" ACCESSIBLE RESTROOM/ SHOWER 111 RESTROOM/ SHOWER 110 RESTROOM/ SHOWER 109 LAUNDRY/ JANITOR 108 ELECTRICAL 121 DORM 112 DORM 113 DORM 114 DORM 115 DORM 116 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 107 TURNOUT 122 MEDICAL STORAGE 124 DAY ROOM 106 DINING 104 WEIGHT ROOM 102 SHARED OFFICE 101 CAPTAIN'S OFFICE 117 APPARATUS BAY 125 ACCESSIBLE RESTROOM 131 DECONTAMINATION 130 WORK ROOM 126 FIRE RISER 129 AIR COMP. 127 22'-0"17'-9"37'-1"12'-8"10'-0"5'-8" KITCHEN 103 STOR. 128 99'-6"STOR. CLOSET 118 05 A3.11 8 810'-3"4'-0"29'-6"11'-0"6'-4 1/2"18'-8 3/4"18'-8 3/4"19'-0"99'-6"22'-0"17'-9"37'-1"12'-8"10'-0"10'-3"9'-5 5/8"107'-4" 4'-0"29'-6"11'-0"6'-4 1/2"18'-8 3/4"18'-8 3/4"19'-0" EQ.EQ. EQ.EQ. 07 A3.1106 A3.11 5'-10"4'-0"2'-0"2'-0"3'-6"EQ.EQ.34'-1"3'-6" 16'-6"3'-10 1/2"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"4'-0"2'-1 1/2"3'-0"1'-5"2'-3 1/2"3'-0"9'-4 1/2"2'-1 1/2"2'-8"2'-0"2'-8"2'-0"2'-8"2'-0"2'-8"2'-0"2'-8"14'-9"EQ.4'-0"EQ. 06.01 08.02 08.12 09.01 09.01 09.01 TYP. 11.01 22.01 12.01 09.01 1'-2 1/4"05.05 09.01 09.01 12.01 08.01 08.01 08.01 08.01 08.01 MDF 123 10.01 09.04 05.05 06.02 08.09 08.10 NON-RATED CORRIDOR 105 TO TOP OF HIGHEST OPERABLE PART3'-4".CUSTOM 18 GA BRUSHED ST. STL. COVER FOR A LARGE CONTROLLER RECESSED J-BOX. STANDARD 3 BUTTON DOOR CONTROL PAD, TYP. KEY LOCKOUT, TYP. EQ. 10"1'-0"EQ. FIN. FLR.TO TOP OF HIGHEST OPERABLE PART3'-4"RED ACTIVATION BUTTON. OPENS ALL 3 DOORS SIMULTANEOUSLY CUSTOM 18 GA BRUSHED ST. STL. COVER FOR A LARGE CONTROLLER RECESSED J-BOX. STANDARD 3 BUTTON DOOR CONTROL PAD, TYP. KEY LOCKOUT, TYP.EQ.EQ.EQ.EQ. 1'-2"1'-2"FIN. FLR. OPERATIONAL NOTE: THE 3RD DOOR CONTROL SERVES TO OPEN VEHICULAR EGRESS SITE GATE RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020FLOOR PLAN A2.01 33236 MG / TP KEYNOTES 05.05 ROOF ACCESS LADDER. 06.01 PULLOUT TRASH/ RECYCLE/ COMPOST MILLWORK 06.02 3 SEPARATE TALL CABINETS, LOCKABLE FOR PANTRY STORAGE. 08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310. 08.02 TEMPERED MIRRORS. 08.09 FRONT DOOR COMMON CONTROL PANEL, SEE 08/A2.01 08.10 REAR DOOR COMMON CONTROL PANEL, SEE 12/A2.01 08.12 STOREFRONT WINDOW SYSTEM 09.01 PROVIDE BACKING FOR TV MONITORS. 09.04 LEVEL 5 FINISH. 10.01 CUSTOM SIGNAGE PIECE, $3,000 HOLD 11.01 GEARGRID STANDARD TURNOUT LOCKERS. 12.01 4' X 6' BACK PAINTED MAGNETIC GLASS BOARD. 22.01 WATER BOTTLE FILLING STATION, RECESSED MECHANICAL PUSH BAR ACTUATOR. LEGEND GENERAL NOTES 1/8" = 1'-0" A2.01 05FLOOR PLAN PROJECT NORTHN1" = 1'-0" A2.01 12COILING DOOR CONTROLS - REAR 1" = 1'-0" A2.01 08COILING DOOR CONTROLS - FRONT NTS Page 160 of 256 M M M WP WP J J 1 1 AA A3.01 08 A3.0107 A3.01 06 A3.01 05 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 05 A3.11 8 8 07 A3.11 06 A3.11 53'-4"107'-8"42'-4"11'-0"66'-0"45'-8 1/2" 18'-1" 07.03 07.05 15'-0" TOP OF WALL 2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2" / 12" 2" / 12"2" / 12"2" / 12"2" / 12"07.05 11'-6" 07.08 1'-10 1/2"1'-10 1/2"1'-2 1/2" 08.03 18'-0" TO B.O. SOFFIT 18'-0" TO B.O. SOFFIT 10'-8" TO B.O. SOFFIT 10'-8" TO B.O. SOFFIT 10'-8" TO B.O. SOFFIT 07.01 07.02 07.02 48'-7"15'-11"07.02 07.01 3/8"/ 12"3/8"/ 12"07.02 07.0207.02 07.02 07.01 3/8"/ 12"3/8"/ 12"1/4"/ 12" 1/4"/ 12"1/4"/ 12"1/4"/ 12"08.034'-0"4'-0" 8'-0" 4'-0"8'-0"4'-0"8'-0"4'-0"4'-0"4'-0"8'-0"4'-0"3/8"/ 12"3/8"/ 12"1'-1"5'-4 3/8"07.06 07.0107.07 07.07 26.02 26.02 05.07 05.072'-9 3/4"2'-6 3/8" 07.04 07.04 23.02 INSULATED METAL PANEL ROOFING BASIS OF DESIGN: AEP SPAN SPAN-LOK, COLOR SLATE GRAY SINGLE PLY ROOFING OVER R30 RIGID INSULATION (POLYISO) OVER ROOF DIAPHRAGM EDGE OF EXTERIOR WALL BELOW EDGE OF ROOF BELOW ROOF CRICKET 3/8" / FOOT SLOPE ROOF DRAIN 1. EXTERIOR WALL INSULATION TO BE MIN R-30. 2. ROOF INSULATION TO BE MIN R-18. 1/8" = 1'-0" A2.02 05ROOF PLAN RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020ROOF PLAN A2.02 33236 MG / TP KEYNOTES 05.07 PROVIDE 2 ROWS OF 12' L UNISTRUT RAIL ATTACHED TO INSIDE OF ROOF WELL PARAPET WALLS. CONFIRM LOCATION WITH CITY FOR ANTENNA LOCATION & AIMING DIRECTION 07.01 4" MIN. WIDE GUTTER WITH 1/8" PER FOOT SLOPE, PER 19/A3.01 07.02 3" MIN. DIAMETER DOWNSPOUT. 07.03 FLAT ROOF ASSEMBLY. 07.04 SHEET METAL FASCIA PREFINISHED TO MATCH STANDING SEAM METAL ROOF (22 GA MIN) PER 19/A3.01 DETAIL A 07.05 20 GA. PREFINISHED SHEET METAL WALL CAP. 07.06 SHEET METAL ROOF DIVERTER 07.07 5/16" BLACK OXIDE CHAIN DOWNSPOUT 07.08 FLAT ROOF ASSEMBLY. SLOPE STRUCTURE TO PROVIDE DRAINAGE. 08.03 ROOF ACCESS HATCH. 23.02 MECHANICAL HVAC EQUIPMENT. 26.02 PROVIDE WEATHERPROOF GFCI ROOF TOP RECEPTACLE AS REQUIRED. VERIFY EXACT MOUNTING LOCATIONS WITH OWNER LEGEND GENERAL NOTES PROJECT NORTHNPage 161 of 256 WDDW REF.CM WH.RH.ACREF.ICE CGCGCGCGCGCGCG CG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CG DENOTES MILLWORK -SEE BOD NARRATIVE FINISH TAG FINISH CODE FLOOR TRANSITION CORNER GUARD CG ? GENERAL FINISHES: ALL WALLS TO BE PAINTED (P-1), UNO ALL FLOORING TO BE (PC-1), UNO ALL BASE TO BE (B-1), UNO. 1. DESIGN-BUILD ENTITY SHALL PROVIDE SHOP DRAWINGS FOR EDGE CONDITIONS AND DIRECTION OF INSTALLATION OF ALL FLOOR FINISHES. 2. ACCESS PANELS: PAINT TO MATCH ADJACENT WALL/SOFFIT, WHERE OCCURS. 3. WINDOW COVERINGS: SEE REFLECTED CEILING PLAN FOR LOCATIONS AND TYPE. 4. TILE APPLICATION: SEAL ALL FLOOR AND WALL GROUT AROUND PLUMBING AND WET AREAS. SEAL GROUT PER MANUFACTURER’S SPECIFICATIONS. ARCHITECT TO APPROVE TILE MOCK-UP BEFORE INSTALLATION. 5. FLOOR: CONTINUE FLOOR FINISH UNDER COUNTERS WHERE BASE CABINETS ARE NOT SHOWN, UNDER ACCESSIBLE SINK CABINETS, AND INTO EQUIPMENT AREAS UNDER UPPER CABINETS. 6. FLOOR: PROVIDE 'FEATHER UP' TRANSITION AT ALL DOORS WHEN THERE IS A DIFFERENCE OF 1/4" OR MORE TO MEET ACCESSIBLE REQUIREMENTS AT A MINIMUM. 7. MATERIAL DIRECTIONAL INSTALLATION: IF THE INSTALLATION DIRECTION IS NOT INDICATED ON PLANS, CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION. 8. ALL INTERIOR WALL, FLOOR, AND CEILING FINISH MATERIALS TO COMPLY WITH SECTION 803 -IN ACCORDANCE WITH ASTM E-84 NFPA 286 WITH ALL FINISHES IN RATED CONDITIONS CLASSIFIED AS CLASS "A" FLAME SPREAD AND SMOKE DENSITY. INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS ARE NOT TO EXCEED CLASS "B." CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS ARE TO NOT TO EXCEED CLASS "C." 9. INTERIOR WALL AND CEILING FINISH MATERIAL CLASS PER 803.13 IS TO MEET FLAME SPREAD AND SMOKE DENSITY IN ACCORDANCE WITH CBC TABLE 803.1.2. 10. CURTAIN, DRAPERIES, FABRIC HANGINGS AND SIMILAR COMBUSTIBLE DECORATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL COMPLY WITH FIRE CODE SECTION 807 AND MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701. 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 FIRE RISER 129 DECONTAMINATION 130 ACCESSIBLE RESTROOM 131 WORK ROOM 126 AIR COMP. 127 CAPTAIN'S OFFICE 117 WEIGHT ROOM 102 MDF 123 MEDICAL STORAGE 124 SHARED OFFICE 101 DORM 116 DORM 115 DORM 114 DORM 113 DORM 112 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 TURNOUT 122 ELECTRICAL 121 DAY ROOM 106 KITCHEN 103 DINING 104 APPARATUS BAY 125 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 107 NON-RATED CORRIDOR 105 8 8 STOR. 128 STOR. CLOSET 118 SDT RB-1 PC-1 AWP-1 P-3 PC-1 PC-1 T-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 SC-1 PC-1 PC-1 PC-2 PC-2 PC-2 SC-1 SC-1PC-2 PC-2 WP-1 B-2 WP-1 WP-1WP-1 WP-1WP-1WP-1WP-1WP-1WP-1 WP-1PC-2 FRP PC-2 WP-2 FRPB-2 P-2 P-2 P-3 P-3 P-3 P-3 P-3 RF-1 RF-1 WP-2 WP-2 B-3 PC-1 WP-2 RF-1 B-3 PC-1 WP-2 RF-1 B-3 B-3 09.05 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020FLOOR FINISHES PLAN A2.21 33236 MG / TP KEYNOTES 09.05 PROVIDE FULL HEIGHT STAINLESS STEEL BACKSPLASH AT FULL WIDTH OF RANGE HOOD. LEGEND GENERAL NOTES 1/8" = 1'-0" A2.21 05FLOOR FINISHES PLAN PROJECT NORTHNPage 162 of 256 CLNG CLNG GYP-1 -FRAMED GYP BD CLG ACT-1 2 X 2 SUSPENDED ACOUSTICAL CEILING TILE GYP-2 -FRAMED MOISTURE-RESISTANT GYP BD CLG. CENTER DEVICES ON CLG TILE -TYP INCLUDED BUT NOT LIMITED TO THE FOLLOWING: SPRINKLER, FIRE STROBE, SPEAKERS, DAYLIGHT & OCCUPANCY SENSORS. EXIT SIGN. REFER TO ELEC. 9'-0" XXX-1 TYP CLG HEIGHT, UNO TYP CLG TYPE, UNO EQ EQ EQEQACCESS PANEL 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 ACCESSIBLE RESTROOM 131 WORK ROOM 126 AIR COMP. 127 CAPTAIN'S OFFICE 117 WEIGHT ROOM 102 MDF 123 MEDICAL STORAGE 124 DORM 116 DORM 115 DORM 114 DORM 113 DORM 112 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 TURNOUT 122 ELECTRICAL 121 DAY ROOM 106 KITCHEN 103 DINING 104 APPARATUS BAY 125 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 105 FIRE RISER 129 DECONTAMINATION 130 SHARED OFFICE 101 NON-RATED CORRIDOR 107 8 8 STOR. 128 STOR. CLOSET 118 10' - 0" ACT-1 8' - 0" GYP-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" GYP-1 9' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" GYP-2 8' - 0" GYP-1 8' - 0" GYP-2 8' - 0" GYP-2 8' - 0" GYP-2 8' - 3" GYP-2 8' - 0" GYP-2 8' - 0" GYP-1 8' - 0" GYP-1 9' - 0" GYP-1 9' - 0" ACT-1 08.03 05.05 05.05 08.03 09.03 09.0209.02 09.02 09.0209.02 09.02 09.0209.02 09.0209.02 12.07 12.07 12.07 12.07 12.07 8' - 0" GYP-1 8' - 0" GYP-1 8' - 2" GYP-1 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020REFLECTED CEILING PLAN A2.31 33236 MG / TP KEYNOTES 05.05 ROOF ACCESS LADDER. 08.03 ROOF ACCESS HATCH. 09.02 OPEN CEILING, PAINT EXPOSED STRUCTURE. 09.03 ALL EXPOSED DUCTWORK, PIPING, CONDUIT, CABLE TRAYS, SUSPENSION WIRES, STRUTS, FRAMING, STUDS, EQUIPMENT AND DEVICES ABOVE 10'-0" TO ORGANIZED/ BUNDLED TOGETHER IN CLEAN PATHS AND MOUNTING SUPPORTS. TO BE PAINTED. 12.07 MANUAL WINDOW SHADES. LEGEND GENERAL NOTES 1/8" = 1'-0" A2.31 05FIRST FLOOR REFLECTED CEILING PLAN PROJECT NORTHNPage 163 of 256 WP WP WPWPWP WP J M M M M MM M MM M M M M MJ J JJJJJCLNGJ J J J J J WP WP J JCLNGCLNGCLNGCLNGCLNG WDDW REF.MW CM HOSESTORAGETVTVMIRROR COMP MB TVPRINTER PRINTER TV COMP COMP COMP COMP WH EXTRACTORDRYINGRACKCOMP.RH.TVAC TV MBREF.ICE 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 WEIGHT ROOM 102 8 8 CHARGING FIRE RISER 129 DECONTAMINATION 130 ACCESSIBLE RESTROOM 131 WORK ROOM 126 AIR COMP. 127 CAPTAIN'S OFFICE 117 MDF 123 MEDICAL STORAGE 124 SHARED OFFICE 101 DORM 116 DORM 115 DORM 114 DORM 113 DORM 112 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 TURNOUT 122 ELECTRICAL 121 DAY ROOM 106 KITCHEN 103 DINING 104 APPARATUS BAY 125 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 107 NON-RATED CORRIDOR 105 STOR. CLOSET 118 STOR. 128 08 09 14 14 14 14 14 16 14 16 22 22 20 18 21 19 17 23 0107 0305 06 02 04 28 10 2622 22 29 30 31 13 26.03 TYP. 12.06 TYP. 12.06 09.04 12.09 22 22 12.10 12.10 02 10.01 12 11.03 11.04 11.03 11.04 27.04 27.05 11.03 11.04 11.03 11.04 27.03 EQUIPMENT TAG -SEE SCHEDULE ON THIS SHEET KEYNOTE -DESIGN-BUILD ENTITY FURNISHED AND DESIGN-BUILD ENTITY INSTALLED 1i ?RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020EQUIPMENT/ FURNITURE PLAN A2.41 33236 MG / TP KEYNOTES 09.04 LEVEL 5 FINISH. 10.01 CUSTOM SIGNAGE PIECE, $3,000 HOLD 11.03 CORD REEL ASSEMBLY AT +10' A.F.F., PROVIDE BACKING AS REQUIRED. BOD REELCRAFT, MODEL L 4545 123 9G 11.04 COMPRESSED AIR HOSE REEL AT +10' A.F.F., PROVIDE BACKING AS REQUIRED. BOD REELCRAFT RS7650 OLP 12.06 HEAVY DUTY STEEL SHELVING. 48"WX16"D 12.09 MIRROR FULL HEIGHT 12.10 MARKER BOARD 26.03 PROVIDE POWER AND DATA FOR OFOI RADIO CHARGING EQUIPMENT (2 DOUBLE DUPLEX OUTLETS & 2 DOUBLE DATA OUTLETS, MIN. EACH LOCATION) 27.03 GPS REPEATER AT 12' AFF, POWER & RACEWAY TO ROOF WELL ABOVE WITH WEATHER HEAD 27.04 PROVIDE (3) 3" CONDUIT, BUSHING, AND WEATHERHEAD WITH PULLSTRING TO ROOF FOR WIRELESS REPEATER PROVISIONS MOUNTED AT 16' AFF. COORDINATE EXACT LOCATION OF CONDUIT STUB UPS WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. COORDINATE TERMINATION WITH OWNER FOR LOCATION & DIRECTION FOR ANTENNA. 27.05 FIRE STATION ALERTING SCREEN, PROVIDE POWER AND C.O. FOR DATA CABLING PER STATION ALERTING REQUIREMENTS GENERAL NOTES 1/8" = 1'-0" A2.41 05EQUIPMENT PLAN LEGEND FURNITURE & EQUIPMENT SCHEDULE TAG # EQUIPMENT DESCRIPTION OFOI CFCI 01 DISHWASHER BUILT IN WITH TRIM KIT - ADA HT. ASKO 24" 30 SERIES DB 16631S X 02 REFRIGERATOR 25 CU FT FRENCH DOOR WRF535SWH X 03 MICROWAVE DRAWER WITH BUILT IN WITH TRIM KIT HMB30155UC X 04 WATER BOTTLE FILLER PROVIDE WATER LINE & BOTTLE FILLING STATION PER PLUMBING X 05 ELECTRIC RANGE WOLF 36" PROFESSIONAL INDUCTION RANGE, IR36551/S/P X 06 RANGE HOOD WOLF 36" PRO WALL HOOD - 27" DEPTH WITH 1200 CFM INTERNAL BLOWER. PROVIDE DUCTED VENTILATION TO ROOF. X 07 COFFEE MAKER DBE TO PROVIDE WATER CONNECTION PER PLUMBING X 08 WASHER LG-WM8980HVA WASHER, GC TO VERIFY SIZE AND PROVIDE POWER/ DATA CONNECTION X 09 DRYER LG-DLEX8900B DRYER, GC TO VERIFY SIZE AND PROVIDE POWER/ DATA CONNECTION X 10 HEAVY DUTY EXTRACTOR VERIFY SIZE, CLEARANCES, AND PROVIDE POWER/ DATA CONNECTION READY RACK, EW35G SOFT-MOUNT EXTRACTOR 5.2 CU FT. X 12 ICE MAKER VERIFY SIZE, CLEARANCES, AND PROVIDE POWER CONNECTION X 13 AIR COMPRESSOR VERIFY SIZE, CLEARANCES, AND PROVIDE POWER CONNECTION X 14 COMPUTER DBE TO PROVIDE POWER AND DATA CONNECTIONS X 16 PRINTER DBE TO PROVIDE POWER AND DATA CONNECTIONS X 17 PRESS BENCH EXERCISE EQUIPMENT X 18 LIFTING BENCH EXERCISE EQUIPMENT X 19 ELLIPTICAL BIKE DBE TO PROVIDE POWER CONNECTION X 20 TREADMILL DBE TO PROVIDE POWER CONNECTION X 21 ROW MACHINE EXERCISE EQUIPMENT X 22 TELEVISION PROVIDE WALL POWER AND AV/DATA CONNECTIONS. X 23 WEIGHT RACK EXERCISE EQUIPMENT X 26 HOSE STORAGE RACK GROVES FIRE HOSE STORAGE RACK: MOBILE FIRE HOSE RACK, 3000 FT, 104 IN X 87 IN X 28 DRYER CABINET READY RACK, SMART-DRY 6 ALL-PURPOSE DRYING CABINET X 29 TRASH BIN X 30 RECYCLE BIN X 31 COMPOST BIN X NOTE: DBE TO PROVIDE "CFCI" EQUIPMENT. Page 164 of 256 FIRST FLOOR 0'-0" 1 LOW EAVE 10'-8" 234567 HIGH EAVE 18'-0" 8 07 A3.11 06 A3.11 PARAPET 15'-0" 07.05 07.01 08.1208.0708.07 07.01 19 A3.01 08.1207.02 07.02 EQ.EQ. C.L. 07.07 EQEQ C.L. FIRST FLOOR 0'-0" 1 LOW EAVE 10'-8" 2 3 4 5 6 7 HIGH EAVE 18'-0" 807 A3.11 06 A3.11 FLAT ROOF 15'-0"2 " / 1 2 "2" / 12"2" / 12" 2 " / 1 2 "2" / 12" 07.01 07.05 07.01 07.05 08.07 08.07 08.1208.12 EQEQ 07.02 C.L. POLYMER MODIFIED FIBERGLASS REINFORCED PLASTER (PL-1); PAINTED INSULATED METAL PANEL ROOFING BASIS OF DESIGN: AEP SPAN APAN-LOK, COLOR SLATE GRAY INSULATED LOW-E VISION GLAZING (GL-1) DRIFT JOINT 4X16X8 CMU BLOCK 1. EXTERIOR WALL ASSEMBLY INSULATION TO BE MIN R-19. 2. ROOF ASSEMBLY INSULATION TO BE MIN R-30. FIRST FLOOR 0'-0" A LOW EAVE 10'-8" BCDEF HIGH EAVE 18'-0" 05 A3.11 FLAT ROOF 15'-0"2 " / 1 2 " 2 " / 1 2 " 2 " / 1 2 "2" / 12" 2" / 12" 07.01 07.01 07.01 08.12 07.02 07.02 FIRST FLOOR 0'-0" A LOW EAVE 10'-8" B C D E F HIGH EAVE 18'-0" 05 A3.11 2 " / 1 2 " 2" / 12" 2" / 12" 2" / 12"2 " / 1 2 " 07.04 07.04 10.03 07.05 07.05 8'-0"10.02 3'-0"TYP. 08.0108.06 TYP. 08.06 17 A3.01 18 A3.01 07.07 07.07 07.04 07.02 SEALANT & BACKER ROD EXTERIOR INTERIOR CMU W/ WEATHERED JOINT (TYP) 1/4"/ 1'1"1"2 1/2"5/8" GYP BD METAL STUD FRAMED WALL W/ FULL THICKNESS BATT INSULATION 1/2" 1/2" OPERTABLE/ FIXED WINDOW ASSEMBLY, AS OCCURS. SHIM AS REQUIRED18 GA. PREFINISHED SHEET METAL SILL FLASHING W/ DAM AT WINDOW SILL & HEMMED DRIP 16 GA. CLEAT SEALANT & BACKER ROD EXTERIOR INTERIOR WEATHER BARRIER EXTEND OVER EDGE OF FLASHING MEMBRANE, LAP 2" MIN. OVER FLASHING 1/4"/ 1' OPERABLE/ FIXED WINDOW ASSEMBLY, AS OCCURS. SHIM AS REQUIRED1/4"LINE OF JAMB SHEET METAL FLASHING BEYOND, SIM TO HEAD LINE OF C.M.U. BEYOND 18 GA. PREFINISHED SHEET METAL HEAD EXTENDING BEYOND & JAMB FLASHING SILL & HEMMED DRIP 16 GA. CLEAT EXTERIOR PLASTER SYSTEM O/ WRB SYSTEM O/ EXT. GYP. & C.I. EXTERIOR PLASTER SYSTEM O/ WRB SYSTEM O/ EXT. GYP. & C.I. VARIES PER PLAN FRY REGLET VENTED REVEAL FPM-75-V-100, PREFINISHED TO MATCH PLASTER STANDING SEAM METAL ROOF, WITH DOWNTURNED EAVE EDGE, OVER ROOF UNDERLAYMENT 22 GA. SHEET METAL GUTTER LINER PREFINISHED WHITE. VARIABLE SLOPE TO DRAIN 1/8" / FT MIN SLOPE 20 GA. SHEET METAL GUTTER PREFINISHED TO MATCH ROOF PANEL CHAIN DOWNSPOUT WHERE OCCURS 16 GA CONT. CLEAT SHEET METAL FLASHING TO MATCH GUTTER SEE DETAIL A FOR CONDITION WHERE GUTTER DOES NOT OCCUR DETAIL A 1" W X 20 GA. SHEET METAL GUTTER BRACKET AT 36" O.C., PREFINISHEF TO MATCH ROOF 1/8" = 1'-0" A3.01 08EXT ELEVATION - NORTH 1/8" = 1'-0" A3.01 06EXT ELEVATION - SOUTH RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020EXTERIOR ELEVATIONS A3.01 33236 MG / TP KEYNOTES 07.01 4" MIN. WIDE GUTTER WITH 1/8" PER FOOT SLOPE, PER 19/A3.01 07.02 3" MIN. DIAMETER DOWNSPOUT. 07.04 SHEET METAL FASCIA PREFINISHED TO MATCH STANDING SEAM METAL ROOF (22 GA MIN) PER 19/A3.01 DETAIL A 07.05 20 GA. PREFINISHED SHEET METAL WALL CAP. 07.07 5/16" BLACK OXIDE CHAIN DOWNSPOUT 08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310. 08.06 FIXED WINDOW OF SIMILAR TYPE TO OPERABLE WINDOWS. 08.07 SECTIONAL HIGH RISE DOOR, WITH GLAZED PANELS. MOTORIZED WITH CENTRAL COMMON DOOR OPENING CONTROL PANEL FOR FRONT DOORS. 08.12 STOREFRONT WINDOW SYSTEM 10.02 12" TALL X 2" DEEP PIN-MOUNTED ALUMINUM BUILDING ADDRESS. PROVIDE HALO-LIT, INTERNALLY ILLUMINATED COPY. COORDINATE FINAL LOCATION AND QUANTITIES WITH AHJ. 10.03 12" TALL X 1/2" THICK ALUMINUM PIN-MOUNTED (1" OFF MOUNTING SURFACE) BUILDING SIGNAGE. PROVIDE EXTERNAL ILLUMINATION FROM PLANTER BELOW. LEGEND GENERAL NOTES 1/8" = 1'-0" A3.01 07EXT ELEVATION - EAST 1/8" = 1'-0" A3.01 05EXT ELEVATION - WEST 3" = 1'-0" A3.01 17WINDOW SILL 3" = 1'-0" A3.01 18WINDOW HEAD 3" = 1'-0" A3.01 19CONCEALED GUTTER Page 165 of 256 1. EXTERIOR WALL ASSEMBLY INSULATION TO BE MIN R-19. 2. ROOF ASSEMBLY INSULATION TO BE MIN R-30. FIRST FLOOR 0'-0" 1 LOW EAVE 10'-8" 2 3 4 5 6 7 HIGH EAVE 18'-0" 8 07 A3.11 06 A3.11 DECONTAMINATION 130 APPARATUS BAY 125MDF 123 DAY ROOM 106 NON-RATED CORRIDOR 105 SHARED OFFICE 101 10'-6"FIRST FLOOR 0'-0" A LOW EAVE 10'-8" BCDEF HIGH EAVE 18'-0" 05 A3.11 APPARATUS BAY 125 FIRST FLOOR 0'-0" A LOW EAVE 10'-8" BCDEF HIGH EAVE 18'-0" 05 A3.11 KITCHEN 103 DINING 104 DAY ROOM 106 NON-RATED CORRIDOR 107 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020BUILDING SECTIONS A3.11 33236 MG / TP KEYNOTES LEGEND GENERAL NOTES 1/8" = 1'-0" A3.11 05LONGITUDINAL SECTION 1/8" = 1'-0" A3.11 07TRANSVERSE SECTION 02 1/8" = 1'-0" A3.11 06TRANSVERSE SECTION 01 Page 166 of 256 1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE W/ ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, & THE CONTRACT DOCUMENTS. 2. THE DESIGN-BUILD ENTITY (DBE) SHALL BE RESPONSIB LE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 3. THE DBE SHALL VERIFY ALL SITE CONDITIONS & DIMEN SIONS, & EXACT LOCATIONS & ELEVATIONS OF PIPING BEFORE STARTING WO RK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BE TWEEN THE CONTRACT DOCUMENTS & EXG CONDITIONS, NOTIFY THE ARC HITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 4. THE DBE SHALL ACQUIRE & PAY FOR ALL PERMITS & FE ES. 5. COORDINATE MECHANICAL WORK W/ ALL OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, & LANDSCAPE). REF ER TO ELECTRICAL, ARCHITECTURAL,STRUCTURAL, CIVIL, & LANDSCAPE DWGS & SPECIFICATIONS FOR DETAILS. COORDINATION SHALL OCCUR PRIOR TO FABR ICATION, PURCHASE, &/OR INSTALLATION OF ALL WORK. 6. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, & F IRE PROTECTION SYSTEM ROUTING PRIOR TO INSTALLATION. DUCTWORK ROUTING TAKES PRECEDENCE OVER OTHER DISCIPLINES INCLUDING FIRE PR OTECTION. DWGS ARE DIAGRAMMATIC IN NATURE. PROVIDE ALL FITTINGS, TRANSITIONS &/OR OFFSETS AS REQ FOR A COMPLETE SYSTEM. 7. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMEN T LOCATIONS W/ THE DBE, OTHER TRADES, ARCHITECT & STRUCTURAL ENGIN EER. 8. MECHANICAL SYSTEMS SEISMIC RESTRAINTS SHALL CONF ORM TO "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS " AS PUBLISHED BY SMACNA 3RD EDITION 2008, ANSI/SMACNA 001-2008. 9. THE DBE IS RESPONSIBLE FOR THE SAFE KEEPING OF H IS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR T HE PROTECTION OF PROPERTIES AGAINST, FIRE, SMOKE, THEFT, & ENVIRO NMENTAL CONDITIONS. 10. MECHANICAL MATERIALS, EQUIPMENT, DUCTWORK & PIP ING SHALL BE STORED IN ORDERLY PROFESSIONAL FASHION. ALL ITEMS S HALL BE COVERED & PROTECTED FROM RAIN & ALL OTHER ENVIRONMENTAL CON DITIONS. 11. VERIFY & COORDINATE THE MAINTENANCE ACCESS & CO DE REQ CLEARANCES FOR ALL MECHANICAL EQUIPMENT. INSTALL ALL WORK & COORDINATE THE WORK OF OTHER TRADES TO MAINTAIN COD E REQ CLEARANCE & ACCESS FOR PROPER MAINTENANCE OF EQUIPM ENT. 12. PROVIDE EQUIPMENT TAGS FOR ALL MECHANICAL EQUIP MENT. TAG SHALL BE MADE OF BAKELITE W/ ETCHED 1/2" HIGH LETTERS. LOCAT E TAG ON EQUIPMENT NEAR MFRS NAMEPLATE. 13. PROVIDE DUCTWORK THAT CONFORMS TO THE "HVAC DUC T CONSTRUCTION STANDARDS - METAL & FLEXIBLE" AS PUBLISHED IN THE LA TEST EDITION OF THE CALIFORNIA MECHANICAL CODE. ACOUSTICAL LINING S HALL CONFORM TO SMACNA 2006 EDITION (ANSI / SMACNA 006-2006) STA NDARDS. 14. FLEXIBLE DUCTWORK SHALL BE USED FOR CONNECTIONS TO AIR TERMINAL DEVICES IN CONCEALED, LOW PRESSURE, ENVIRONMENTAL A IR DUCT SYSTEMS. FLEXIBLE DUCT CONNECTIONS SHALL BE 5’-0” MA X LENGTH & SHALL BE INSTALLED IN ACCORDANCE W/ SMACNA HVAC DUCT CONS TRUCTION STANDARDS. 15. REFRIGERANT PIPING SHALL BE SIZED & ROUTED IN A CCORDANCE W/ MFR’S REQUIREMENTS. REFRIGERANT SYSTEM SHALL INCLUDE ALL ADDITIONAL TRAPS, VALVES, & ACCESSORIES REQ BY THE MFR FOR THE INSTALLED PIPE ROUTING. PROVIDE MIN 1” CLOSED CELL FOAM INSULATION F OR ALL REFRIGERANT PIPING, ARMACELL “ARMAFLEX” OR SIMILAR. R EFER TO SPECIFICATIONS. 16. THE DBE SHALL PROVIDE ALL CONTROL WIRING IN CON DUIT. 17. THERMOSTATS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. 18. THE DBE SHALL PROVIDE AS-BUILT DWGS. DWGS SHALL BE SUBMITTED IN AUTO CAD FORMAT. AS-BUILT DWGS SHALL BE COMPLETED & SUBMITTED TO ENGINEER/ARCHITECT PRIOR TO SUBSTANTIAL COMPLETION. ENGINEER WILL NOT PERFORM PUNCH LIST UNTIL AS-BUILT DWGS ARE RECE IVED. 19. PROVIDE COMPLETE AIR & WATER BALANCE FOR ALL ME CHANICAL SYSTEMS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT THIRD PARTY & A MEMBER OF "AABC" OR THE "NEBB". DBE SHALL PROVIDE A LL NECESSARY BELTS SHEAVES & PULLEYS AS REQ BY THE BALANCING CON TRACTOR TO COMPLETE THE BALANCING OF THE SYSTEM. 20. DUCT SIZES INDICATED ON PLANS ARE THE "FREE" IN SIDE DIMENSION OF THE DUCT. THE DBE SHALL INCREASE THE SIZE OF THE DUCT T O ACCOMMODATE ACOUSTICAL &/OR PERFORATED LINERS. 21. SEAL ALL DUCT SYSTEMS AIRTIGHT USING MASTIC &/O R LIQUID ELASTIC SEALANT. "DUCT TAPE" SHALL NOT BE USED. 22. PROVIDE VOLUME DAMPERS FOR EA SUPPLY DIFFUSER A S WELL AS FOR RETURN & EXHAUST OPENINGS AS REQ BY THE BALANCING C ONTRACTOR TO BALANCE THE SYSTEM. LOCATE DAMPER AS FAR UPSTREAM A S POSSIBLE. FOR ALL VOLUME DAMPERS LOCATED ABOVE CEILINGS PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORANGE TAPE TO MARK DAMPER LOCATIO NS. 23. PROVIDE "PETE'S PLUG" TYPE TEST WELLS BEFORE & AFTER EA PIECE OF EQUIPMENT REQ BALANCING OR MONITORING IN THE HYDRON IC SYSTEMS INCL BUT NOT LIMITED TO COILS, HEAT EXCHANGERS, CON TROL VALVES, TEMPERATURE & / OR PRESSURE SENSORS, ETC. PROVIDE A DDL TEST WELLS AS REQ BY THE COMMISSIONING AGENT. 24. DUCT SYSTEMS USED W/ BLOWER TYPE EQUIPMENT WHIC H ARE PORTIONS OF HEATING COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE W/ CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE. 25. AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE INTERLOCKED TO & SHUTDOWN BY AREA WIDE FIRE ALARM S YSTEM SIGNAL. FOR BUILDINGS W/O AREA WIDE SYSTEM THE EQUIPMENT SH ALL BE EQUIPPED W/ AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTOR LOCATED IN THE MAIN SUPPLY-AIR DUCT. 26. PROVIDE TURNING VANES IN ALL 90° MITERED ELBOWS 27. DUCT SYSTEMS SHALL BE LEAK TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA ENERGY CODE SECTION 120.4(g). 28. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED W/ ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS, PER MFR'S REQUIREMENTS. 29. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIRE &/OR SMOKE SEPARATION WALLS. THE DBE SHALL PROVIDE FIRE &/OR S MOKE DAMPERS FOR ALL RATED WALLS/CEILINGS/ASSEMBLIES. 2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE C ODE, PART 1, TITLE 24 C.C.R. 2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2024 INTERNATIONAL BUILDING CODE OF THE INTERNATIO NAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS) 2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA) 2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITL E 24 C.C.R.; (2024 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2024 UNIFORM PLUMBING CODE OF THE INTERNATIONAL AS SOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2025 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.; 2025 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.; (2024 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2025 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PA RT 11, TITLE 24 C.C.R. 2025 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2025 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MAR SHAL REGULATIONS. PARTIAL LIST OF APPLICABLE STANDARDS ASHRAE 62.1 VENTILATION FOR ACCEPTABLE INDOOR AIR V ERSION 2022 QUALITY ASHRAE 55 THERMAL COMFORT FOR HUMAN OCCUPANCY VERSIO N 2023 ASHRAE G36 HIGH PERFORMANCE SEQUENCE OF OPERATIONS FOR HVAC SYSTEMS VERSION 2024 2019 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2025 EDITION (CALIFORNIA AMENDED) NFPA 14 STANDPIPE SYSTEMS 2019 EDITION (CALIFORNIA AMENDED) NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2025 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITION NFPA 20 STATIONARY PUMPS 2025 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS 2025 EDITION (CALIFORNIA AMENDED) NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2025 E DITION (CALIFORNIA AMENDED) (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 20 25 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 20 23 EDITION SYSTEMS NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 20 25 EDITION (CALIFORNIA AMENDED) BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2026) ABBREVIATION DESCRIPTION A AIR, AMPS AAV AUTOMATIC AIR VENT ABV ABOVE AC AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AFF ABOVE FINISH FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AMB AMBIENT APD AIR PRESSURE DROP ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS, INC. ASSY ASSEMBLY ATM ATMOSPHERE B BOILER BFF BELOW FINISHED FLOOR BHP BRAKE HORSE POWER BEL BELOW BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BTUH BRITISH THERMAL UNIT PER HOUR BV BALL VALVE C CONDENSATE PIPING CA COMPRESSED AIR CAP CAPACITY CD CEILING DIFFUSER, CONDENSATE DRAIN CFG CEILING FIRE DAMPER CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CH CHILLER CHR CHILLED WATER RETURNED CHS CHILLED WATER SUPPLY CV CHECK VALVE CLG CEILING, COOLING CO CARBON MONOXIDE SENSOR CO2 CARBON DIOXIDE SENSOR COMB COMBINATION, COMBUSTION COND CONDENSER, CONDENSATE CONT CONTINUE, CONTROL COP COEFFICIENT OF PERFORMANCE CR CONDENSER WATER RETURN CS CONDENSER WATER SUPPLY Cx COMISSIONING CxA COMISSIONING AGENT (D) DEMOLISH DB DRY BULB dB DECIBEL DDC DIRECT DIGITAL CONTROL DIA DIAMETER DN DOWN Ø DIAMETER EXIST EXISTING (E) EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EG EXHAUST GRILLE ELEC ELECTRICAL EMS ENERGY MANAGEMENT SYSTEM EQUIV EQUIVALENT ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EVAP EVAPORATOR, EVAPORATIVE EWT ENTERING WATER TEMPERATURE F FAHRENHEIT FC FLUID COOLER FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPS FLR FLOOR FLTR FILTER FPM FEET PER MINUTE FPS FEET PER SECOND FSD COMBINATION FIRE SMOKE DAMPER FT FOOT, FEET FV FACE VELOCITY GA GAGE GAL GALLONS GPM GALLONS PER MINUTE GRD GRILLES, REGISTERS, AND DIFFUSERS GWR GLYCOL WATER RETURN PIPING GWS GLYCOL WATER SUPPLY PIPING H HUMIDISTAT, HEIGHT HD HEAD HORIZ HORIZONTAL HP HORSE POWER, HEAT PUMP HTG HEATING HVAC HEATING VENTILATION AND AIR CONDITIONING HHR HEATING WATER RETURN HHS HEATING WATER SUPPLY HZ HERTZ IAQ INDOOR AIR QUALITY IN INCHES IN WC INCHES WATER COLUMN KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LRA LOCKED ROTOR AMPS LVR LOUVER LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MECH MECHANICAL MERV MINIMUM EFFICIENCY REPORTING VALUE MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MOCP MAXIMUM OVER CURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED, NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER P PUMP PD PRESSURE DROP POC POINT OF CONNECTION POD POINT OF DISCONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH RA RETURN AIR, RELIEF AIR REF REFRIGERANT RG RETURN GRILLE RH RELATIVE HUMIDITY RL REFRIGERANT LIQUID LINE RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT S SENSOR SA SUPPLY AIR, SOUND ATTENUATOR SAT SUPPLY AIR TEMPERATURE SF SUPPLY FAN, SQUARE FOOT SG SUPPLY GRILLE SIM SIMILAR SL REFRIGERANT SUCTION LINE SMACNA SHEET METAL AND AIR-CONDITIONING CONTRACTOR NATIONAL ASSOCIATION SOO SEQUENCE OF OPERATION ST SOUND TRAP TD TEMPERATURE DIFFERENCE TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TG TRANSFER GRILLE TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL / STRUCTURE TSP TOTAL STATIC PRESSURE T'STAT THERMOSTAT TU TERMINAL UNIT TYP TYPICAL UH UNIT HEATER V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VENT VENTILATION, VENTILATOR VFD VARIABLE FREQUENCY DRIVE W WATT, WIDE, WATER W/ WITH W/O WITHOUT WB WET BULB TEMPERATURE WT WEIGHT MOTORIZED DAMPER SP BP SD AF A T MD OPERABLE WINDOW CONTACT WC DC OPERABLE DOOR CONTACT DP DUCT SMOKE DETECTOR TEMPERATURE TRANSMITTER AQUASTAT AIRFLOW MEASURING UNIT DUCT STATIC PRESSURE TRANSMITTER BUILDING PRESSURE TRANSMITTER DIFFERENTIAL PRESSURE TRANSMITTER VFD DDC VARIABLE FREQUENCY DRIVE MAIN BUILDING DIRECT DIGITAL CONTROL PANEL AUTOMATIC CONTROL VALVE, 2-WAY AUTOMATIC CONTROL VALVE, 3-WAY ---- TYPE TYPE DESCRIPTION T THERMOSTAT Z ZONE TEMPERATURE SENSOR - W/ LOCAL OVERRIDE / DISPL AY S SPACE TEMPERATURE SENSOR- STAINLESS STEEL FLAT PLATE R HUMIDISTAT OR HUMIDITY SENSOR C CARBON DIOXIDE SENSOR CO CARBON MONOXIDE SENSOR EXAMPLE TCR = THERMOSTAT W/ CO2 & HUMIDISTAT SENSOR GENERAL CONTROL NOTES 1. BUILDING BMS NOT ANTICIPATED FOR THE FACILITY. 2. EQUIPMENT TO BE PROVIDED WITH BACNET PROVISIONS TO ACCOMMODATE POTENTIAL FUTURE BMS INSTALLATION. 3. MOTOR STARTERS SHALL BE PROVIDED BY DBE. STARTER S SHALL BE EQ TO CERUS MODEL 'BAS'. DEFINITION: THERMOSTAT - FACTORY PROVIDED W/ ON-BOARD CONTROL LO GIC & LOCAL USEABILITY CONTROLS. CONNECT TO EMS FOR MONITORING ONLY. ZONE TEMPERATURE SENSOR W/ LOCAL OVERRIDES - FIELD P ROVIDED SENSOR W/ WIRING TO CENTRAL EMS W/ LOCAL USER OVERRIDE CON TROLS. MOUNT FLUSH & AT EQ HEIGHT W/ LIGHT SWITCHES & OTHER DEVICES. SENSOR MODEL TO BE APPROVED BY THE ARCHITECT. SPACE TEMPERATURE SENSOR W/O LOCAL OVERRIDES - FIELD PROVIDED SENSOR W/ WIRING TO CENTRAL EMS W/O LOCAL USER OVER RIDE CONTROLS EQ TO KELE ST-S. EXACT SENSOR TYPE TO MATCH ARCHITECTU RAL FEATURES & TO BE APPROVED BY THE ARCHITECT. 24x10 TRANSITION - ECCENTRIC DUCT RISE / DROP W/ 90° ELBOWS (RECTANGULAR DUCTS) 45° ELBOW, R/D OR R/W=1.5 DUCT RISE / DROP W/ 90° ELBOWS (ROUND AND / OR OVAL DUCT) DUCT RISE / DROP W/ 45° ELBOWS (RECTANGULAR DUCTS) DUCT RISE / DROP W/ 45° ELBOWS (ROUND AND / OR OVAL DUCTS) 90° ELBOW, R/D OR R/W=1.5 TRANSITION OR REDUCER SOUNDLINED DUCTWORK RECTANGULAR DUCT DN RECTANGULAR DUCT UP ROUND OR OVAL DUCT DN ROUND OR OVAL DUCT UP FLEXIBLE CONNECTION DUCT SIZE (CLEAR INSIDE DIMENSION IN INCHES) TRANSITION - RECTANGULAR TO ROUND RADIUS TEE SQUARE TEE W/ TURNING VANES RADIUS TAP IN BULLHEAD TEE MITERED ELBOW WITH TURNING VANES 90° CONICAL TAP 90° STRAIGHT TAP 45° TAP 90° TAP WITH 45° BEVEL WYE FITTING RETURN AIR DUCT UP AND DOWN SUPPLY AIR DUCT UP AND DOWN RETURN DUCT ROOF PENETRATION SUPPLY DUCT ROOF PENETRATION EXHAUST AIR DUCT UP AND DOWN EXHAUST DUCT ROOF PENETRATION WYE AND 45° ELBOW W/ REDUCER (ROUND AND / OR OVAL DUCT) CHILLED WATER SUPPLY PIPING CHILLED WATER RETURN PIPING HEATING WATER SUPPLY PIPING HEATING WATER RETURN PIPING CHS CHR HHS HHR CONTINUATION OF PIPING DUCT SMOKE DETECTOR SHUT-OFF VALVE ABOVE GRADE MANUAL VOLUME DAMPER SMOKE DAMPER FIRE DAMPER FIRE / SMOKE DAMPER BACK DRAFT DAMPER SYMBOL DESCRIPTION SD SUPPLY DIFFUSER RETURN GRILLE EXHAUST GRILLE ELECTRONIC REMOTE DAMPER MECHANICAL REMOTE DAMPER REMOTE DAMPER CONTROL LOCATIONRDCL POINT OF CONNECTION POINT OF DISCONNECTION REFRIGERANT PIPINGREF CONTINUATION OF DUCT (NOT TO SCALE) 1 M7.01 DOOR LOUVER TRANSOM LOUVER UNDERCUT DOOR SUPPLY AIR FLOW DIRECTION OUTSIDE AIR FLOW DIRECTION EXHAUST AIR FLOW DIRECTION RETURN AIR FLOW DIRECTION KEYNOTE SYMBOL EQUIPMENT TAG SYMBOL DETAIL NUMBER SHEET NUMBER DIFFUSER IDENTIFICATION, NECK SIZE AIR FLOW, NUMBER OF OCCURRENCES D/L T/L U/C EA OA ? ? RA SA S-1: 12" 200 TYP.3 (NOT TO SCALE) 1. ALL EQUIPMENT, PIPING, UTILITIES, & THEIR CONNEC TIONS SHALL BE SEISMICALLY BRACED PER LATEST CBC & LATEST EDITION OF SMACNA SEISMIC RESTRAINT MANUAL, BASED ON SEISMIC HAZARD L EVEL A. MAINTAIN A COPY OF SMACNA SEISMIC RESTRAINT MANUAL ON SITE. 2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CO NCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING W / STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVE D ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK W /O CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, AR E LIMITED TO 4" DIA PIPE MAX. LOCATE HANGERS TWO FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLU MNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY. 3. PROVIDE SHOP DWG W/ LARGE SCALE PLANS & SECTIONS SHOWING HANGERS & BRACING LOCATIONS. SHOP DWG SHALL BE PREP ARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFO RNIA & SHALL BE STAMPED & SIGNED. INDICATE HANGERS & BRACING LOADS ON STRUCTURAL FRAMING PLANS. REFERENCE RELEVANT DETAILS FROM SMAC NA SEISMIC RESTRAINT MANUAL. 4. EXPANSION ANCHORS & EPOXY ANCHORS, WHERE USED, S HALL HAVE A MIN EMBEDMENT OF 8 TIMES THE ANCHOR DIA & A MIN EDGE DISTANCE OF 10 TIMES THE DIA. EXPANSION ANCHORS & EPOXY ANCHORS MU ST HAVE CURRENT & VALID ICC REPORT. SHOT PINS ARE NOT ACCEP TABLE. 5. UNLESS SPECIFIED ON STRUCTURAL DWG, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, D RILLING, BORING, BRACING, WELDING, ETC SHALL HAVE WRITTEN APPROVAL B Y THE STRUCTURAL ENGINEER OF RECORD & DSA PRIOR TO STARTING WORK. 6. SEE GENERAL NOTES ON STRUCTURAL DWG FOR ADDL REQ UIREMENTS. 5.201.1 5.504.3 5.504.5.3 5.504.5.3.1 5.410.3 5.410.4.3.1 5.410.4.4 5.410.4 5.410.4.5 5.504.4.1 5.506.1 5.506.2 702.1 702.2 703.1 COMPLY W/ REQ OF CALIFORNIA ENERGY CODE (CCR TITLE -24, PART 6, 2022) PERFORM TESTING & ADJ PROCEDURES IN ACCORDANCE W/ INDUSTRY BEST PRACTICES & APPLICABLE NATIONAL STANDARDS ON EA SYSTEM. TESTING & ADJUSTING OF SYSTEMS SHALL BE REQ FOR BUILDINGS LESS THAN 10,000 SQ FT OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION. BEFORE A NEW SPACE -CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE SYSTEM SHALL BE BALANCED IN ACCORDANCE W/ THE PROCEDURES DEFINED BY THE TESTING, ADJUSTING, AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS. AFTER COMPLETION OF TESTING, ADJUSTING & BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. BUILDING OWNER SHALL BE PROVIDED W/ DETAILED OPERATING & MAINTENANCE INSTRUCTIONS & COPIES OF GUARANTEES & WARRANTIES FOR EA SYSTEM PRIOR TO FINAL INSPECTION. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS & CAULKS SHALL COMPLY W/ LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 & 5.504.4.2. AEROSOL ADHESIVES & SMALLER UNIT SIZES OF ADHESIVES AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE LB & DO NOT CONSIST OF MORE THAN 16 FLUID OZ) SHALL COMPLY WITH STATEWIDE VOC STANDARDS & OTHER REQ, INCL PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING W/ SECTION 94507. AT THE TIME OF ROUGH INSTALLATION & DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING, & VENTILATION EQUIPMENT, ALL DUCT & OTHER AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED W/ TAPE, PLASTIC, SHEETMETAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER, & DEBRIS WHICH MAY ENTER THE SYSTEM. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDINGS W/ AIR FILTRATION MEDIA FOR OUTSIDE & RETURN AIR THAT PROVIDES AT LEAST A MERV 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY & RECOMMENDATIONS FOR MAINTENANCE W/ FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE M&O MANUAL. INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV RATING. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MIN REQ OF SECTION 120.1 OF THE CALIFORNIA ENERGY CODE, CCR TITLE 24, PART 6 & CHAPTER 4 OF CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE WHICHEVER IS MORE STRINGENT. FOR BUILDINGS EQUIPPED W/ DEMAND CONTROL VENTILATION, CO2 SENSORS & VENTILATION CONTROLS SHALL BE SPECIFIED & INSTALLED IN ACCORDANCE W/ THE REQ OF THE LATEST EDITION OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 120.1(c ).1. HVAC SYSTEM INSTALLERS SHALL BE TRAINED & CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCL DUCTS & EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION & RESPONSIBILITY OF A PERSON TRAINED & CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. ACCEPTABLE HVAC TRAINING & CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1) STATE CERTIFIED APPRENTICESHIP PROGRAMS, 2) PUBLIC UTILITY TRAINING PROGRAMS, 3) TRAINING PROGRAMS SPONSORED BY TRADE, LABOR, OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS, 4) PROGRAMS SPONSORED BY MFR ORGANIZATIONS, 5) OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPECIAL INSPECTORS MUST BE QUALIFIED & ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING. THE BUILDING OWNER SHALL BE PROVIDED W/ THE FINAL REPORT OF ALL INSPECTION VERIFICATIONS & REPORTS REQ BY THE ENFORCING AGENCY. ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY REGULATIONS SHALL COMPLY WITH THE APPLIANCE STANDARD. COVERED PROCESS REFRIGERATED WAREHOUSES, COMMERCIAL REFRIGERATION, ENCLOSED PARKING GARAGES, PROCESS BOILERS, AND COMPRESSED AIR SYSTEMS SHALL MEET THE REQUIREMENTS WITHIN THIS SECTION. BUILDING COMMISSIONING PROCEDURES, REVIEWS, AND REPORTS SHALL BE FOLLOWED AS DESCRIBED WITHIN THIS SECTION. EQUIPMENT EFFICIENCY HEATING AND COOLING EQUIPMENT EFFICIENCY ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT COMPLIES WITH ALL THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. PIPE INSULATION ALL HVAC PIPING CONVEYING LIQUIDS OR LOCATED WITHIN HVAC EQUIPMENT SHALL BE INSULATED IN ACCORDANCE WITHIN THIS SECTION. WATER HEATER CERTIFICATION ANY SERVICE WATER-HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT COMPLIES WITH ALL OF THE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. SERVICE WATER HEATING INSTALLATION ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN 167,000 BTU/HR. OUTLETS THAT REQUIRE HIGHER SERVICE WATER TEMPERATURES SHALL HAVE SEPARATE REMOTE HEATERS, HEAT EXCHANGERS, OR BOOSTERS. CIRCULATING SERVICE WATER-HEATING SYSTEMS SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED. CONTROLS SHALL LIMIT THE OUTLET TEMPERATURE TO 110°F FOR PUBLIC LAVATORIES. POOL AND SPA EFFICIENCY AND CONTROL A READILY ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING; A PERMANENT, EASILY READABLE, AND WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA AND FOR THE PROPER CARE OF POOL OR SPA WATER WHEN A COVER IS USED. NO ELECTRIC RESISTANCE HEATING. POOL AND SPA INSTALLATION ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH ALL OF THE FOLLOWING: AT LEAST 36 INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER TO ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT; A COVER FOR OUTDOOR POOLS OR OUTDOOR SPAS; THE POOL SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL WATER; THE CIRCULATION PUMP SHALL HAVE A TIME SWITCH THAT ALLOWS THE PUMP TO BE SET TO RUN IN THE OFF-PEAK ELECTRIC DEMAND PERIOD. POOL HEATERS SHALL NOT HAVE A PILOT LIGHT. SPA HEATERS SHALL NOT HAVE A PILOT LIGHT. GENERAL WATER-SIDE SYSTEMS SERVICE HOT WATER SYSTEMS 110.1 120.6 120.8 110.2(d) 120.1(c.2) 120.1(d.1) 120.1(d.2) 120.1(d.3) 120.2(e.1) 120.2(e.2) 120.2(f) 120.2(g) 120.2(i) 120.4 110.2(a) 120.3 110.3(a) 110.3(b) 110.3(c) 110.4(a) 110.4(b) 110.5(c) 110.5(d) AIR-SIDE SYSTEMS HEATING AND COOLING EQUIPMENT EFFICIENCY ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT COMPLIES WITH ALL THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. HEAT PUMP CONTROLS HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE CONTROLS: 1. THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND 2. IN WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-ON TEMPERATURE FOR SUPPLEMENTARY HEATING, AND THE CUT-OFF TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING. THERMOSTATS ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING HEAT PUMPS, NOT CONTROLLED BY A CENTRAL ENERGY MANAGEMENT SYSTEM SHALL HAVE A SETBACK THERMOSTAT. FURNACE CONTROLS GAS-FIRED AND OIL-FIRED FORCED AIR FURNACES WITH INPUT RATINGS 225,000 BTU/H SHALL NOT HAVE A PILOT LIGHT, AND SHALL HAVE EITHER POWER VENTING OR A FLU E DAMPER. NATURAL VENTILATION NATURALLY VENTILATED SPACES SHALL BE PERMANENTLY OPEN TO AND WITHIN 20 FEET OF OPERABLE WALL OR ROOF OPENINGS TO THE OUTDOORS; THE OPENABLE AREA OF WHICH IS NOT LESS THAN 5% OF THE CONDITIONED FLOOR AREA OF THE NATURALLY VENTILATED SPACE. WHERE OPENINGS ARE COVERED WITH LOUVERS OR OTHERWISE OBSTRUCTED, OPENABLE AREA SHALL BE BASED ON THE FREE UNOBSTRUCTED AREA THROUGH THE OPENING. THE MEANS TO OPEN REQUIRED OPERABLE OPENINGS SHALL BE READILY ACCESSIBLE TO BUILDING OCCUPANTS WHENEVER THE SPACE IS OCCUPIED. MINIMUM VENTILATION EACH SPACE THAT IS NOT NATURALLY VENTILATED SHALL B E VENTILATED WITH A MECHANICAL SYSTEM CAPABLE OF PROVIDING AN OUTDOOR AIR RATE NO LESS THAN AS REQUIRED BY THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. PRE-OCCUPANCY VENTILATION PURGE THE MINIMUM RATE OF OUTDOOR AIR OR THREE COMPLETE AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDIN G DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED. DEMAND CONTROL VENTILATION HVAC SINGLE ZONE SYSTEMS WITH AN OUTDOOR AIR ECONOMIZER AND WITH A DESIGN OCCUPANT DENSITY, OR A MAXIMUM OCCUPANT LOAD FACTOR FOR EGRESS PURPOSES GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SF SHAL L HAVE DEMAND CONTROL VENTILATION OR OCCUPANT SENSOR VENTILATION CONTROLS. TIME CONTROL EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT ARE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE AND SHALL HAVE EITHER AN AUTOMATIC TIME SWITCH CONTROL DEVICE WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO FOUR HOURS; OR AN OCCUPANCY SENSOR; OR A FOUR-HOUR TIMER THAT CAN BE MANUALLY OPERATED. SETBACK AND SETUP CONTROL THE CONTROL SHALL AUTOMATICALLY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN A SETBACK HEATING THERMOSTAT SETPOINT. IF THE SYSTEM PROVIDES MECHANICAL HEATING AND A SETUP COOLING THERMOSTAT SETPOINT IF THE SYSTEM PROVIDES MECHANICAL COOLING. OUTDOOR DAMPER CONTROL OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. ISOLATION ZONES EACH SPACE-CONDITIONING SYSTEM SERVING MULTIPLE ZONES WITH A COMBINED CONDITIONED FLOOR AREA OF MORE THAN 25,000 SQUARE FEET SHALL BE DESIGNED, INSTALLED, AND CONTROLLED TO SERVE ISOLATION AREAS. AUTOMATIC DEMAND SHED CONTROLS HVAC SYSTEMS WITH DDC TO ZONE LEVEL SHALL BE PROGRAMMED TO ALLOW CENTRALIZED DEMAND SHED FOR NON-CRITICAL ZONES. ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD) AIR-COOLED UNITARY DIRECT-EXPANSION UNITS EQUIPPED WITH AN ECONOMIZER AND MECHANICAL COOLING AT AHRI CONDITIONS OF GREATER THAN OR EQUAL TO 54.0 MBH SHALL INCLUDE A FDD SYSTEM. DUCT INSULATION ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THE REQUIREMENTS OF THE 2022 CMC SECTIONS 601, 602, 603 , 604, 605. 110.2(a) 110.2(b) 110.2(c) 120.2(h)RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, idea s, aesthetics and designs incorporated therein are ins truments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of deriva tive works), may give rise to liability for copyright in fringement, unlawful disclosure, use or misappropriation of pro perty rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existin g conditions. LPA is not responsible for any discrep ancies between the project documents and the existing cond itions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020MECHANICAL LEGENDS AND GENERAL NOTES M0.01 33236 KN GENERAL NOTES APPLICABLE CODES ABBREVIATIONS CONTROL DIAGRAM CONTROL SYSTEM (PLAN VIEW) MECH LEGEND ANNOTATION SYMBOLS GENERAL STRUCTURAL NOTES CALGREEN BUILDING STANDARDS NON-RESIDENTIAL MANDATORY MEASURES TITLE-24 MECHANICAL MANDATORY MEASURES Page 167 of 256 WDDW REF.MW CM HOSESTORAGETVTVMIRROR COMP MB TVPRINTER PRINTER TV COMP COMP COMP COMP WH EXTRACTORDRYINGRACKCOMP.RH.TVAC TV MBREF.ICE CGCGCGCGCGCGCG CG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CGTVFC-4TVFC-2TVFC-1T VFC -3 TVFC-5T VFC -6 T VFC -7 T VFC -8 T VFC -9 T VFC -10 TFC-1T FC -2 T VFC -11 T FC -3 1 A 2 3 4 5 6 B C D E F 7 8 TURNOUT 122 NON - RATED CORRIDOR 119 DORM 112 DORM 113 DORM 114 DORM 115 DORM 116 ACCESSIBLE RESTROOM 131 ACCESSIBLE RESTROOM/ SHOWER 111 DECONTAMINATION 130 FIRE RISER 129 AIR COMP. 127 STOR. 128 STOR. CLOSET 118CAPTAIN'S OFFICE 117 MDF 123DAY ROOM 106 DINING 104 NON -RATED CORRIDOR 105 NON -RATED CORRIDOR 107 KITCHEN 103 ELECTRICAL 121 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 APPARATUS BAY 125 WEIGHT ROOM 102 SHARED OFFICE 101 MEDICAL STORAGE 124 WORK ROOM 126 VEF 1 VFC 2 VFC 1 VFC 4 VFC 3 VFC 5 VFC 6 VFC 7 VFC 8 VFC 9 VFC 10 FC 1 FC 2 EF 2 EF 1 EF 3 EF 4 VFC 11 FC 3 IR 1 IR 2 IR 3 IR 4 IR 5 IR 6 IH 3 IH 1 IH 2 VRF 1 M-0002 STUD WALL CONSTRUCTION 1 HOUR RATED WALL CONSTRUCTION MASONRY WALL CONSTRUCTION INDIRECTLY CONDITIONED SPACES RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, idea s, aesthetics and designs incorporated therein are ins truments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of deriva tive works), may give rise to liability for copyright in fringement, unlawful disclosure, use or misappropriation of pro perty rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existin g conditions. LPA is not responsible for any discrep ancies between the project documents and the existing cond itions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020MECHANICAL ZONING PLANS M5.01 33236 KN 1/8" = 1'-0"051 - FLOOR - MECHANICAL ZONING LEGEND KEYNOTES ITEM DESCRIPTION M-0002 MECHANICAL ZONE ANTICIPATED FOR VRF-1. UNIT TO BE MOUNTED CLEAR OF ROOF OVERHANG Page 168 of 256 1 A 2 3 4 5 6 B C D E F 7 8 ROOFTOP MECHANICAL EQUIPMENT ZONE ROOFTOP MECHANICAL EQUIPMENT ZONE M-0001 M-0001 STUD WALL CONSTRUCTION 1 HOUR RATED WALL CONSTRUCTION MASONRY WALL CONSTRUCTION INDIRECTLY CONDITIONED SPACES RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, idea s, aesthetics and designs incorporated therein are ins truments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of deriva tive works), may give rise to liability for copyright in fringement, unlawful disclosure, use or misappropriation of pro perty rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existin g conditions. LPA is not responsible for any discrep ancies between the project documents and the existing cond itions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020MECHANICAL ZONING PLANS M5.02 33236 KN 1/8" = 1'-0"05LR - LOW ROOF - MECHANICAL ZONING LEGEND KEYNOTES ITEM DESCRIPTION M-0001 ROOF ACCESS Page 169 of 256 1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.2. THE DESIGN-BUILD ENTITY SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.3. THE DBE SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS, AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.4. SEWER, WATER, AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALL EXTEND TO PLUMBING/CIVIL POINTS OF CONNECTION AT 5'-0" OUTSIDE OF THE BUILDING(S) UNLESS NOTED OTHERWISE. CONTINUATION OF THESE PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS WITH CORRESPONDING ASSOCIATED MATERIALS SPECIFIED UNDER A SEPARATE SECTION OF THE PROJECT SPECIFICATIONS. ALL SUCH PIPING SHALL BE INSTALLED IN A MANNER TO PROVIDE PROPER CONNECTION TO INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS. WHERE SIZES DIFFER BETWEEN PLUMBING AND CIVIL DRAWINGS, DBE SHALL PROVIDE TRANSITION FITTINGS AS NECESSARY TO ALLOW FOR PROPER CONNECTION.5. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP STRAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL.6. HORIZONTAL SOIL, WASTE AND TRAP PRIMER PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED WITHIN WALLS, BELOW FINISH FLOOR, OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED OTHERWISE. ALL OTHER HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED ABOVE CEILING OR WITHIN WALLS AS APPLICABLE UNLESS NOTED OTHERWISE. ALL VERTICAL PIPING SHALL BE INSTALLED CONCEALED WITHIN WALLS UNLESS NOTED OTHERWISE. NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH ON PLANS.7. HORIZONTAL SOIL AND WASTE PIPING 4" AND GREATER IN SIZE SHALL SLOPE AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. ALL SUCH PIPING 3" AND LESS IN SIZE SHALL SLOPE AT 1/4" PER FOOT UNLESS NOTED OTHERWISE.8. HORIZONTAL STORM DRAIN AND OVERFLOW PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.9. HORIZONTAL CONDENSATE PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.10. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMENT LOCATIONS WITH THE DBE, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN THE FIELD.11. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NEAREST BRANCH OR MAIN PIPING RUN SHALL BE SIZED TO MATCH THE CORRESPONDING FIXTURE SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE ON PLANS. PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL BE FULL LINE SIZE FROM THE UPSTREAM END OF THE BRANCH LINE TO THE END TERMINAL UNLESS NOTED OTHERWISE.12. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS, ROUGH IN DIMENSIONS, AND MOUNTING HEIGHTS OF ALL FIXTURES, EQUIPMENT, ACCESS PANELS, HOSE BIBBS, RECESSED HOSE BIBBS, OVERFLOW DRAIN TERMINATION POINTS, AND OTHER EXPOSED PLUMBING ELEMENTS. WHERE DIMENSIONS ARE NOT INDICATED, SEEK ARCHITECT'S DIRECTION AND/OR APPROVAL PRIOR TO INSTALLATION.13. ACCESS PANELSA. WHERE POSSIBLE, USE SAME ACCESS PANEL FOR SHUT-OFF VALVES, MIXING VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTORS AND/OR OTHER INTERIOR WALL COMPONENTS WHEN LOCATED DIRECTLY ADJACENT IN SAME IMMEDIATE VICINITY. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS.14. CLEANOUTS. A. INTERIOR CLEANOUTS SHALL BE WALL CLEANOUTS RATHER THAN FLOOR CLEANOUTS UNLESS OTHERWISE INDICATED, SHALL BE READILY ACCESSIBLE, AND SHALL BE CAREFULLY COORDINATED WITH CASEWORK, EQUIPMENT, AND OTHER ITEMS TO AVOID CONFLICT. NOT ALL REQUIRED CLEANOUTS ARE INDICATED ON PLANS. WALL CLEANOUTS IN FINISHED SPACES SHALL BE INSTALLED IN ACCESS PANELS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS.15. YARD BOX AND CLEANOUT COVERS SHALL BE CLEARLY STAMPED WITH "WATER", "GAS", OR "SEWER" AS APPLICABLE. VALVES SHALL BE INSTALLED AND PROPERLY POSITIONED WITHIN YARD BOX TO ALLOW FOR FULL RANGE OF OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT. ALL YARD BOXES AND CLEANOUT COVERS SHALL ALIGN WITH SCORED HARDSCAPE JOINTS PER LANDSCAPE PLANS. YARD BOX COVERS SHALL BE CONCRETE. SEWER CLEANOUT COVERS SHALL BE BRASS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.16. VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND/OR OTHER EQUIPMENT INSTALLED BY OTHERS AND REQUIRING PLUMBING CONNECTIONS PRIOR TO ORDERING OF MATERIALS OR INSTALLATION. COORDINATE EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS WITH OTHER INSTALLING CONTRACTORS AS APPLICABLE PRIOR TO INSTALLATION.17. ADA LAVATORIES AND SINKS SHALL BE PROVIDED WITH ADA INSULATED TRAP AND SUPPLY COVERS AS SPECIFIED.18. ADA WATER CLOSETS SHALL BE INSTALLED WITH FLUSH VALVE ACTUATOR HANDLE LOCATED ON THE WHEEL CHAIR ACCESS SIDE.19. ALL VALVES, UNIONS, CLEANOUTS, ETC. TO BE SAME SIZE AS PIPE UNLESS NOTED OTHERWISE.20. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL MANDATORY MEASURES AND ASSOCIATED REQUIREMENTS.21. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT PENETRATIONS THROUGH FIRE RETARDANT CONSTRUCTION IN ACCORDANCE WITH SPECIFICATIONS.22. NO PIPING SHALL BE INCASED IN THE CONCRETE SLAB.23. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTERS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL.24. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE CERTIFIED BY THE CALIFORNIA STATE ENERGY COMMISSION TO COMPLY WITH EFFICIENCY STANDARDS PER SECTION 2-5314(A) OF THE TITLE-24 REGULATIONS.25. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. W1001. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS.26. ALL UNDERGROUND IRON, COPPER OR STEEL PIPING LOCATED BOTH INSIDE AND OUTSIDE OF BUILDING SHALL BE ENCASED WITHIN A MINIMUM 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.27. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE DBE PRIOR TO BID.28. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. AT WALL OR COLUMN LOCATIONS, PIPING ROUGH-IN SHALL BE STUBBED IN WALLS WHENEVER POSSIBLE.29. ABOVE GROUND PIPING SYSTEMS SHALL BE MARKED IN ACCORDANCE WITH ASME A13.1.30. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER.31. ALL CONCEALED CONDENSATE DRAIN PIPING ABOVE CEILING SHALL BE INSULATED WITH 3/4" CLOSED CELL FOAM. INSULATION SHALL BE EQUAL TO ARMACELL "ARMAFLEX".32. VENT PIPING SHALL TERMINATE NOT LESS THAN 10 FEET FROM, OR NOT LESS THAN 3 FEET ABOVE, AN OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT.33. PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGY EFFICIENCY STANDARDS.2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.;(2021 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS)2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;(2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA)2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;(2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;(2021 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)2025 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.;2025 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.;(2024 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL)2025 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R.2025 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.PARTIAL LIST OF APPLICABLE STANDARDS2025 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2025 EDITION(CALIFORNIA AMENDED)NFPA 14 STANDPIPE SYSTEMS 2019 EDITION(CALIFORNIA AMENDED)NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2025 EDITIONNFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITIONNFPA 20 STATIONARY PUMPS 2025 EDITIONNFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 EDITIONNFPA 24 PRIVATE FIRE SERVICE MAINS 2025 EDITION(CALIFORNIA AMENDED)NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2025 EDITION(CALIFORNIA AMENDED)(NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2025 EDITIONNFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 2023 EDITION SYSTEMSNFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2025 EDITION(CALIFORNIA AMENDED) BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2026)ABBREVIATION DESCRIPTION&AND@ATABVABOVEA/CAIR CONDITIONINGACCACCESSIBLEADAAMERICANS WITH DISABILITIES ACTAFFABOVE FINISH FLOORAHJAUTHORITY HAVING JURISDICTIONAPACCESS PANELAPPROXAPPROXIMATELYARCHARCHITECTASDAUTOMATIC SPRINKLER DRAINASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSAVTRACID VENT THRU ROOFBELBELOWBFFBELOW FINISHED FLOORBFGBELOW FINISHED GRADEBFPBACKFLOW PREVENTERBLDGBUILDINGBTUHBRITISH THERMAL UNIT PER HOURCACOMPRESSED AIRCBCCALIFORNIA BUILDING CODE, CURRENT EDITIONCDCONDENSATE DRAINCECCALIFORNIA ELECTRICAL CODE, CURRENT EDITIONCFCCALIFORNIA FIRE CODE, CURRENT EDITIONCFMCUBIC FEET PER MINUTECFHCUBIC FEET PER HOURCLGCEILINGCMCCALIFORNIA MECHANICAL CODE, CURRENT EDITIONCOCLEANOUTCOMBCOMBUSTIONCONTCONTINUATIONCONTRCONTRACTORCPCCALIFORNIA PLUMBING CODE, CURRENT EDITIONCVTRCONCENTRIC VENT THRU ROOFCWDCAN WASH DRAIN(D)DEMOLISHDETDETAILDEPTDEPARTMENTDIADIAMETERDNDOWNDWGDRAWINGØDIAMETEREEASTEAEACHEXISTEXISTING(E)EXISTINGELECELECTRICALENGRENGINEEREORENGINEER ON RECORDETEXPANSION TANKEXHEXHAUSTFFAHRENHEITFDFLOOR DRAINFFEFINISH FLOOR ELEVATIONFIN FLRFINISH FLOORFIN GRFINISH GRADEFLRFLOORFMFACTORY MANUALFPSFEET PER SECONDFTFOOT, FEETFVFLUSH VALVEGAGAUGEGALGALLONSGPMGALLONS PER MINUTEGVGREASE VENTGVBFGREASE VENT BELOW FLOORGVTRGREASE VENT THRU ROOFHDRHEADERHORIZHORIZONTALHBD HOSE BIBB DRAINAGEHPHORSE POWERHVACHEATING VENTILATION AND AIR CONDITIONINGHZHERTZICWINDUSTRIAL COLD WATERIEINVERT ELEVATIONININCHESIN WCINCHES WATER COLUMNINTINTEGRALIRRIRRIGATIONKWKILOWATTLBSPOUNDSMAXMAXIMUMMBHTHOUSAND BRITISH THERMAL UNITS PER HOURMCMECHANICAL CONTRACTORMECHMECHANICALMFRMANUFACTURERMINMINIMUMNNORTHNANOT APPLICABLENICNOT IN CONTRACTNFPANATIONAL FIRE PROTECTION ASSOCIATIONNONUMBERNTSNOT TO SCALEOCON CENTEROCDOVERFLOW CONDENSATE DRAINODOVERFLOW DRAIN, OUTSIDE DIAMETERPPUMPPCDPUMPED CONDENSATE DRAINPHPHASEPLBGPLUMBINGPOCPOINT OF CONNECTIONPODPOINT OF DISCONNECTIONPRVPRESSURE REDUCING VALVEPSIPOUNDS PER SQUARE INCHRNVRADON VENTINGROREVERSE OSMOSISRPMREVOLUTIONS PER MINUTERWRECLAIMED WATERSSOUTHSDSTORM DRAINSFSQUARE FOOTSHDSHOWER DRAINSIMSIMILARSPKLRSPRINKLERSCWSOFT COLD WATERSSSERVICE SINKSSTSTAINLESS STEELSTDSTANDARDSTRUCTSTRUCTURALSYSSYSTEMTDTRENCH DRAINTEMPTEMPERATURETHRUTHROUGHT'STATTHERMOSTATTPTRAP PRIMERTYPTYPICALULUNDERWRITER'S LABORATORYUNOUNLESS NOTED OTHERWISEVAVACUUMVVOLTVBFVENT BELOW FLOORVBGVENT BELOW GRADEVTRSANITARY VENT THRU ROOFWWESTW/WITHW/OWITHOUTWCOWALL CLEANOUTWCWATER COLUMNWTWEIGHTYBYARD BOXCSRPBPFSPSDESCRIPTIONABBREVIATIONSYMBOLACID VENT PIPINGAVWALL CLEANOUTHOSE BIBB/PRESSURE REDUCING VALVECHECK VALVESOV / SOC IN WALL APWCOPRVCVREDUCED PRESSURE BACKFLOW PREVENTERRPBPFLOOR CLEANOUTFCOCLEANOUT TO GRADECOTGFLOOR DRAIN OR AREA DRAINHBUNIONSLEEVESTRAINERPUMPPRESSURE GAUGETEMPERATURE GAUGETEMPERATURE AND PRESSURE RELIEF VALVETPVCAP ON END OF PIPEPIPE RISER DOWN (ELBOW)PIPE RISER UP (ELBOW)PIPE RISE OR DROPBRANCH LINE TOP CONNECTIONBRANCH LINE BOTTOM CONNECTIONFLOW IN DIRECTION OF ARROWWATER HAMMER ARRESTOR IN WALL ACCESS PANELFLOW SWITCHPRESSURE SWITCHAQUASTATSEISMIC JOINTTRAP PRIMER WITH SOV IN WALL ACCESS PANELTP W/ SOVWHA IN WALL APBALANCING VALVEBLVSHUT-OFF VALVE / SHUT-OFF COCK IN WALL ACCESS PANELSOVSHUT-OFF VALVE ABOVE FINISHED GRADECONTINUATION OF PIPINGRECESSED HOSE BIBBRHBFLOOR SINKCONTROL STATIONDRYWELLOVERFLOW DRAIN (SPILL TO GRADE)ROOF RECEPTORP1T1FLOOR DRAIN OR AREA DRAINHATCH INDICATES ITEM(S) TO BE DEMOLISHEDSOCSHUT-OFF COCK ABOVE FINISHED GRADEACCESS PANELAPWASHING MACHINE OUTLET BOX WITH 1/4 TURN VALVESWBICE MAKER OUTLET BOX WITH 1/4 TURN VALVEIBSOLENOID VALVESVGAS TURRETSOV INCLG APSHUT-OFF VALVE IN CEILING ACCESS PANELSOV IN YBSHUT-OFF VALVE BELOW FINISHED GRADE IN YARD BOXSOC IN YBSHUT-OFF COCK BELOW FINISHED GRADE IN YARD BOXSOC INCLG APSHUT-OFF COCK IN CEILING ACCESS PANELGAS PRESSURE REGULATORGPRMV / TMVMIXING VALVE / THERMOSTATIC MIXING VALVEACID WASTE PIPING ABOVE FINISHED FLOORAWACID WASTE PIPING UNDERGROUNDAW-UGREASE VENT PIPINGGVGREASE WASTE PIPING ABOVE FINISHED FLOORGWGREASE WASTE PIPING UNDERGROUNDGW-USANITARY VENT PIPINGVSANITARY SOIL OR WASTE PIPING ABOVE FINISHED FLOORSSSANITARY SOIL OR WASTE PIPING UNDERGROUNDSS-UOVERFLOW DRAIN PIPINGODSTORM DRAIN PIPING ABOVE FINISHED FLOORSDSTORM DRAIN PIPING UNDERGROUNDSD-UCONDENSATE DRAIN PIPINGCDOVERFLOW CONDENSATE DRAIN PIPINGOCDHOSE BIBB DRAINAGE PIPINGHBDRECLAIMED WATER PIPINGRWIRRIGATION PIPINGIRRINDUSTRIAL COLD WATER PIPINGICWREVERSE OSMOSIS BLENDED WATER PIPINGRODOMESTIC COLD WATER PIPINGCWDOMESTIC HOT WATER PIPINGHWDOMESTIC HOT WATER RETURN PIPINGHWRDOMESTIC TEMPERED WATER PIPINGTWDOMESTIC TEMPERED WATER RETURN PIPINGTWRDOMESTIC SOFT COLD WATER PIPINGSCWDOMESTIC SOFT HOT WATER RETURN PIPINGSHWRSUBSOIL DRAINAGE PIPINGSSDVACUUM PIPINGVACCOMPRESSED AIR PIPINGCASTANDARD PRESSURE GAS PIPING (8" W.C.)GMEDIUM PRESSURE GAS PIPING (5 PSI)MPGMEDIUM PRESSURE GAS PIPING UNDERGROUND (5 PSI)MPG-UWATER HEATER COMBUSTION AIRCOMB AIRWATER HEATER EXHAUST AIREXH. AIRWATER HEATER CONCENTRIC VENT THRU ROOFCVTRFDFDFSGTRRDWODCSREVISIONDETAILDEMOLITION KEYNOTEPLAN IDENTIFICATIONSHEET WHERE PLAN IS DRAWNCONTINUATIONPLAN IDENTIFICATIONSHEET WHERE PLAN IS DRAWNENLARGED PLANCLOUD AROUND REVISED AREA OPTIONALKEYNOTE IDENTIFICATIONOCCURANCESPECIFIC INFORMATIONDEMOLITION KEYNOTE IDENTIFICATIONOCCURANCEDETAIL IDENTIFICATIONSHEET WHERE DETAIL IS DRAWNOCCURANCEFIXTURE IDENTIFICATIONOCCURANCESPECIFIC INFORMATIONFIXTURE OR EQUIPMENT IDENTIFICATION1FOOD SERVICE SCHEDULE REFERENCE NO.OCCURANCESPECIFIC INFORMATIONSEE1P8.01TYP1P4.01SEE1P2.01FOR CONTRD-1 3", 900 SFTYP OF 4109 IW TO FS-1TYP OF 201011", 150 CFHTYP OF 30101TYP OF 41. ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONNECTIONS SHALL BE SEISMICALLY BRACED PER LATEST CBC AND EQUIPMENT ANCHORAGE FOR PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES PER STRUCTURAL DRAWINGS.2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CONCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING WITH STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVED ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK WITHOUT CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, ARE LIMITED TO 4-INCH DIAMETER PIPE MAXIMUM. LOCATE HANGERS TWO FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLUMNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY. 3. PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOWING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS. 4. EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A MINIMUM EMBEDMENT OF EIGHT TIMES THE ANCHOR DIAMETER AND A MINIMUM EDGE DISTANCE OF 10 TIMES THE DIAMETER. EXPANSION ANCHORS AND EPOXY ANCHORS MUST HAVE CURRENT AND VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE.5. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO STARTING WORK.6. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF BUILDING SEISMIC/EXPANSION JOINTS. PROVIDE SEISMIC/EXPANSION JOINTS FOR ALL PIPES CROSSING THESE LOCATIONS.7. SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING LEGENDSAND GENERAL NOTESP0.1033236CheckerGENERAL NOTESAPPLICABLE CODESABBREVIATIONSPLUMBING LEGENDPLUMB ANNOTATION SYMBOLSGENERAL STRUCTURAL NOTESPage 170 of 256 NOPARKINGEVCHARGINGONLYEVCHARGINGONLYNOPARKINGAC MILLER AVE.W LUCHESSA AVE.PROPOSED NEW BUILDING FIRE STATIONCOTG4" SS-UI.E = -3' -6" BFF4" SD-UI.E = -2' -5" BFF4" SS-UI.E = -3' -6" BFF4" SD-UI.E = -2' -6" BFF4" SS-UI.E = -3' -6" BFF4" FI.E = -3' -6" BFF2" CWI.E = -3' -0" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFFOI-1COTGP-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001FFE = 303.454" SS-UI.E = -3' -6" BFFP-00013/4" CWI.E = -3' -0" BFFP-0001FD-1ETP-4GENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.LIMIT OF WORK (L.O.W.)APPROXIMATE ROADWAY CENTERLINEPROPERTY LINEPLANINSTALL DRIVE LINE WITH 90° BEND TO ENABLE DISCONNECTION AT VALVE.ALL WASHDOWN POINTS MUST COME FROM THIS POINT. NON WASHDOWN POINTS SHOULD BE FROM BEFORE DEMAND VALVE.COLD WATER SUPPLY. MIN 100kPa OTHERS MUST BE PROTECTED BY RPZ. (SUPPLIED ON REQUEST)DRIVE LINE (BY OTHERS) 1/2"ØD COPPER TUBEFOX DEMAND VALVEMEDIUM DUTY GRATESPECIFICATIONSCHAMBER 0.25" MDPEDIVERSION VALVE FLOW RATE 317 GALLONS/MIN @ 1' 7.7" HEADMAXIMUM INLET PRESSURE 1400kPaSTONE BASKET 0.4" HOLES GALVANIZEDGRATE MEDIUM DUTY GALVANIZEDSCHEMATIC DETAIL OF DD400 SYSTEMELEVATIONFOX DIVERSION VALVE4"Ø OUTLET TO SANITARY WASTE4"Ø OUTLET TO STORM WATERBUNDED WASH AREA (USUALLY LESS THAT 32' 10" ²)RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittal Date70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING SITE PLANSP1.0033236CheckerPROJECT NORTHN1" = 20'-0"05PLUMBING SITE PLANKEYNOTESITEM DESCRIPTIONP-0001 POINT OF CONNECTION. SEE CIVIL PLAN FOR CONTINUATION.NTS22CAN WASH DETAIL (FOX DRAINDD400)NTS23Fox Drain DetailPage 171 of 256 WDDWREF.MWCMHOSESTORAGETVTVMIRRORMBTVTVWHEXTRACTORDRYINGRACK.RH.TVACTVMBREF.ICEAC1A23456BCDEF78TURNOUT122NON-RATEDCORRIDOR119DORM112DORM113DORM114DORM115DORM116ACCESSIBLERESTROOM131ACCESSIBLERESTROOM/SHOWER111DECONTAMINATION130FIRERISER129AIRCOMP.127STOR.128STOR.CLOSET118CAPTAIN'SOFFICE117MDF123DAYROOM106DINING104NON-RATEDCORRIDOR105NON-RATEDCORRIDOR107KITCHEN103ELECTRICAL121LAUNDRY/JANITOR108RESTROOM/SHOWER109RESTROOM/SHOWER110APPARATUSBAY125WEIGHTROOM102SHAREDOFFICE101MEDICALSTORAGE124WORKROOM126P4.0107P4.0111P4.0113P4.0105S-1BF-1COTG4" SS-U4" SS-U1 1/2" HW1" CW1 1/2" HW3/4" HWR1 1/2" HW2" CWTD-1TD-1ETP-2FS-14" SS-UFCO4" SD-U4" SS-U4" F2" CW4" SD-U4" SS-UWS-11/2" PD3/4" HWR1 1/2" HW2" CWRHB-14" SDRHB-1WCO4" SD-UP-0003P-0004DSB-1DSB-1DSB-1DSB-1DSB-1DSB-1DSB-1DSB-1COTGOI-1P-0002P-0002P-0002P-0002P-0002P-0002P-0002P-0002P-0002WCODSB-1P-0002P-00023/4" HWR1 1/2" HW2" CWDSB-11/2" CA1/2" CAHR-1HR-1P-0002HB-2P-0005RPBF-13/4" CW1/2" CAIMB-1IMB-1P-00024" OD4" OD4" OD4" SD4" SDGENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOIDE INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.6. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL PLANS.7. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.8. AL INDIRECT WASTE PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR.STUD WALL CONSTRUCTION1 HOUR RATED WALL CONSTRUCTIONMASONRY WALL CONSTRUCTIONRevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittal Date70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING FLOOR PLANP2.0133236Checker1/8" = 1'-0"051ST FLOOR PLUMBING PLANKEYNOTESITEM DESCRIPTIONP-0002 PROVIDE CONDENSATE PIPING TO MECHANICAL UNIT.P-0003 PROVIDE COLD WATER CONNECTION TO COFFEE MAKER. REFER TOARCHITECTURE FOR EXACT LOCATION.P-0004 PROVIDE HOT WATER CONNECTION TO DISH WASHER. REFER TOARCHITECTURE FOR EXACT LOCATION.P-0005 FOX DRAIN FOR REFERENCE ONLY. REFER TO CIVIL PLAN FOREXACT LOCATION.Page 172 of 256 1A23456BCDEF78RD/ODRD/ODRD/ODHB-1HB-14" V4" V4" V2" VGENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. STORM DRAIN ARE SIZED IN ACCORDANCE WITH THE 2025 CALIFORNIA PLUMBING CODE, TABLE 1103.2, AND IS BASED ON A RAINFALL RATE OF 4" (IN) PER HOUR.3. RAINWATER ON SLOPED ROOF AREAS TO SHEET FLOW TO ARCHITECTURAL GUTTERS. SEE SHEET P2.01 FOR CONTINUATION.4. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.5. BEFORE FABRICATION OR INSTALLATION. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT. PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittal Date70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING ROOF PLANP2.0233236Checker1/8" = 1'-0"05PLUMBING ROOF PLANKEYNOTESITEM DESCRIPTIONPage 173 of 256 WDWHCGCGCGCGCGCGCGWDWHCGCGCGCGCGCGCGHOSESTORAGEEXTRACTORDRYINGRACKACCGCGCGCGCGCG CGACHOSESTORAGEEXTRACTORDRYINGRACKACCGCGCGCGCGCG CGAC3DEEWH-1CP-1SS-1L-1L-1L-1SH-2TMV-1L-1WC-1WHA-1TP-1FD-1FD-2FD-2WC-1WC-1FD-1FD-2TMV-1TMV-1TP-1WHA-1TP-1WHA-1FD-1FD-1ACCESSIBLERESTROOM/SHOWER111RESTROOM/SHOWER109LAUNDRY/JANITOR108NON-RATEDCORRIDOR107TURNOUT122ELECTRICAL121ET-1CWB-13DEEWH-1CP-1SS-1L-1L-1L-1SH-2TMV-1L-1WC-1WHA-1TP-1FD-1FD-2FD-2WC-1WC-1FD-1FD-2TMV-1TMV-1TP-1WHA-1TP-1WHA-1FD-1FD-1RESTROOM/SHOWER110ACCESSIBLERESTROOM/SHOWER111RESTROOM/SHOWER109LAUNDRY/JANITOR108NON-RATEDCORRIDOR107TURNOUT122ELECTRICAL121ET-12" CW1 1/2" HW2" CW1 1/2" HWSH-2SH-2RHB-1CWB-1C78SS-2WCOL-1WC-1SH-3FD-2FD-1TD-2AC-1ETP-1WHA-1TP-1FD-1APPARATUSBAY125DECONTAMINATION130STOR.128WORKROOM126AIRCOMP.127FIRERISER129APPARATUSBAY125TMV-14" SS-UFD-1ASWF-1P-0006P-0002P-0011C78SS-2L-1WC-1SH-3FD-2FD-1TD-2AC-1ETP-1WHA-1TP-1FD-1APPARATUSBAY125DECONTAMINATION130STOR.128WORKROOM126AIRCOMP.127FIRERISER129APPARATUSBAY125TMV-12" CW1 1/2" HW3/4" HWR4" FASWF-1FD-1RHB-12" CW1/2" CAFS-1P-0007P-0008P-0009P-0010HR-1HR-1P-0011GENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOIDE INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.6. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL PLANS.7. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.8. AL INDIRECT WASTE PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR.STUD WALL CONSTRUCTION1 HOUR RATED WALL CONSTRUCTIONMASONRY WALL CONSTRUCTIONRevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING ENLARGEDPLANSP4.0133236Checker1/4" = 1'-0"07ENLARGED - DRAINAGE -RESTROOM/SHOWER/ LAUNDRY1/4" = 1'-0"11ENLARGED - WATER -RESTROOM/SHOWER/ LAUNDRY1/4" = 1'-0"05ENLARGED - DRAINAGE - DECONTAMINATION/ FIRE RISER1/4" = 1'-0"13ENLARGED - WATER - DECONTAMINATION/ FIRE RISERKEYNOTESITEM DESCRIPTIONP-0002 PROVIDE CONDENSATE PIPING TO MECHANICAL UNIT.P-0006 FIRE RISER STANDPIPE DRAIN.P-0007 WATER FILTRATION BYPASS LINE WITH ISOLATION SHUT OFFVALVES.P-0008 PRIMARY COLD WATER LINE TO WATER FILTRATION UNIT WITHISOLATION SHUT OFF VALVES.P-0009 PRIMARY COLD WATER SUPPLY TO WATER FILTRATION UNIT.INSTALL PER MANUFACTURERS INSTALLATION REQUIREMENTS.P-0010 FILTERED WATER WITH VACUUM RELIEF VALVE.P-0011 REFER TO AIR COMPRESSOR SCHEDULE ON P6.00 FOR ADDITIONALEQUIPMENT.Page 174 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING SCHEDULESP6.0033236CheckerPLUMBING FIXTURE SCHEDULEITEM FIXTURE TYPE GPM/GPFROUGH-IN CONNECTION SIZES (in)MOUNT HARDWARE TYPE DESCRIPTIONWASTE VENTCOLDWATERHOTWATERASWF-1ANTI-SCALE WATERFILTRATION60 0" 0" 2" 0" FLOOR MOUNT WATTS ONEFLOW ANTI-SCALE WATER FILTRATION SYSTEM (OR SIMILAR). 60 GPM CAPACITY. INSTALL PER MANUFACTURERS REQUIREMENTS.BF-1BOTTLE FILLER,RECESSED2" 1 1/2" 3/4" WALL MOUNT FILTERED BOTTLE FILLING STATION, REFRIGERATED, STAINLESSCOTG CLEANOUT TO GRADE 4" FLOOR MOUNTADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY, WITH GAS AND WATER TIGHT ABS TAPERED THREAD PLUG AND ROUND SCORIATED CAST IRONEXTRA-HEAVY-DUTY SECURED TOP ADJUSTABLE TO FINISHED FLOOR.CWB-1CLOTHESWASHERSUPPLY AND DRAINBOX, FIRE RATED"FIRE RATED WMOB W/ 1/2" SWEAT/ QTR/ ARRESTER", RECESSED WALL MOUNT TYPE, 1/4 TURN VALVES W/ WATER HAMMER ARRESTERS MOUNTED IN HEAVY DUCTSTEEL ENCLOSURE W/ WHITE POWDER COAT FINISH & TWO FACTORY INSTALLED INTUMESCENT PADS, ONE OR TWO HOUR RATED DEPENDING ON WALLCONSTRUCTION. INSTALL IN ACCORDANCE WITH THE MFR'S RECOMMENDATIONS.DSB-1 DOWNSPOUT BOOT WALL MOUNT ENAMELED CAST IRON DOWNSPOUT BOOT WITH WALL SECURING CLAMP AND CLEANOUT PORT.ET-1THERMAL EXPANSIONTANK3/4" WALL MOUNTDIAPHRAGM TYPE, WELDED HIGH GRADE STEEL SHELL WITH EXTERIOR COATING, SHRADER VALVE W/ ADJUSTABLE AIR PRECHARGE, AND LEAD FREE SYSTEMCONNECTION. COMPLETE W/ MAPA PRODUCTS EXPANSION TANK CAGE SIZED FOR EXPANSION TANK.FCO FLOOR CLEANOUT 4" FLOOR MOUNTADJUSTABLE LEVELING FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT ABS TAPERED THREAD PLUG, AND ROUND, SCORIATEDSECURED LIGHT-DUTY TOP WITH ADDITIONAL LEVELING ADJUSTMENT TO FINSIHED FLOOR.FD-1FLOOR DRAIN,SQUARE STRAINER2" 1 1/2" FLOOR MOUNTLAQUERED CAST IRON DRAIN BODY W/ ANCHOR FLANGE, CAST IRON MEMEBRANE CLAMP RING W/ PRIMARY & SECONDARY WEEP HOLES, 5" SQUARE STAINLESSSTEEL STRAINER, 1/2" TRAP SEAL PRIMER CONNECTIONFD-2FLOOR DRAIN,SHOWER, ROUNDSTRAINER2" 1 1/2" FLOOR MOUNTLAQUERED CAST IRON DRAIN BODY W/ ANCHOR FLANGE, CAST IRON MEMEBRANE CLAMP RING W/ PRIMARY & SECONDARY WEEP HOLES, 5" ROUND STAINLESS STEELSTRAINER, 1/2" TRAP SEAL PRIMER CONNECTIONFS-1 FLOOR SINK 2" 1 1/2" FLOOR MOUNTFLOOR SINK, 12" X 12" X 8" DEEP CAST IRON FLOOR AREA & INDIRECT SANITARY WASTE DRAIN, WHITE ACID RESISTANT COATED INTERIOR, LOOSE SET ACIDRESISTANT COATED GRATE WITH ALUMINUM DOME BOTTOM STRAINER, FLASHING CLAMP WITH 1/2 GRATE WITH HARDWARE.HB-1 HOSE BIBB 3/4" ROOF MOUNT ROOF HOSE BIBBHB-2 HOSE BIBB 0" 0" 3/4" 0" WALL MOUNT FOX DEMAND VALVE HOSE BIBB FOR FOX DRAINHR-1 HOSE REEL WALL MOUNT STATIC DISCHARGE REEL, 50', SINGLE LEAD, YELLOW. ATTACH TO WALL AT MINIMUM 9'-0" AFF.IMB-1ICEMAKER SUPLYBOX, FIRE RATED3/4" WALL MOUNT"WHITE POWER COATED METAL IMOB 1/4 TURN VALVE - 1/2" SWEAT CONX", CALIF. AB 1953 COMPLIANT, RECESSED WALL TYPE, 1/4 TURN VALVE & MOUNTED IN HEAVYDUYT STEEL ENCLOSURE W/ WHITE POWDER COAT FINISH & TWO FACTORY INSTALLED INTUMESCENT PADS, ONE OR TWO HOUR RATED DEPENDING ON WALLCONSTRUCTION. INSTALL IN ACCORDANCE WITH MFR'S RECOMMENDATIONS.L-1 LAVATORY, ADA .5 2" 1 1/2" 3/4" 3/4" UNDERMOUNT MANUAL FAUCET LAVATORY - VITREOUS CHINA, PREWRAPPED TRAP SUPPLY COVERS, LOOSE KEY STOPS, AND RIGID SUPPLIES, ADAOI-1SAND OILINTERCEPTOR4" 3" UNDERMOUNT SAND OIL INTERCEPTOR. TRAFFIC RATED WITH SAMPLE BOX.RD/ODROOF & OVERFLOWDRAINSROOF MOUNT15" DIAMETER COMBINATION MAIN ROOF AND OVERFLOW DRAIN WITH LOW SILHOUETTE CAST IRON DOMES AND DOUBLE TOP SET DECK PLATE AND VANDAL PROOFSECURED TOP.RHB-1RECESSED HOSEBIBB3/4" WALL MOUNT STAINLESS STEEL RECESSED HOSE BOX WITH WALL FLANGE.RPBF-1REDUCINGPRESSUREBACKFLOWPREVENTERLEAD-FREE DOUBLE CHECK VALVE "A SERIES", TOP ACCESS MODULAR CHECK VALVE CARTRIDGES, PROVIDE CAPTURED SPRINGS, REPLACEABLE SEATS ANDREVERSIBLE SILICONE SEAT DISCS, BALL VALVE SHUT-OFF'S WITH STAINLESS STEEL HANDLES & NUTS.S-1SINGLE COMP SINK,STAINLESS STEEL,ADA1.5 2" 1 1/2" 3/4" 3/4" UNDERMOUNT MANUAL FAUCETADA COMPLIANT SINGLE COMPARTMENT UNDERMOUNT SINK, 18 GAUGE TYPE 304 STAINLESS STEEL, DECK MOUNTED FAUCET, INSINKERATOR "BADGER 1" GARBAGEDISPOSAL, BRASS BASKET STRAINER, P-TRAP WITH PRE-WRAPPED TRAP AND SUPPLY COVERS, GALVANIZED NIPPLE TRAP ARM W/ CHROMIUM PLATED BRASSCASING, & LOOSE KEY STOPS WITH RIGID SUPPLIES. INSTALL IN ACCORDANCE WITH ADA ACCESSIBILITY REQUIREMENTS.SH-1 SHOWER SYSTEM 1.8 3/4" 3/4" WALL MOUNTSHOWER SYSTEM, PRESSURE BALANCING MIXING VALVE WITH LEVER HANDLE & ADJUSTABLE STOP SCREW, INTEGRATED VOLUME CONTROL SHOWERHEAD,POLISHED CHROME FINISH, AND INTEGRAL SERVICE STOPS AND REVERSE SEAT WHERE REQUIRED.SH-2SHOWER SYSTEM,ADA1.8 3/4" 3/4" WALL MOUNTSHOWER/HAND SHOWER SYSTEM, PRESSURE BALANCING MIXING VALVE WITH HAND SPRAY, 5'-0" FLEXIBLE METAL HOSE, IN-LINE VACUUM BREAKER, DIVERTERVALVE WITH HANDLE, 36" SLIDE BAR AND INTEGRAL SERVICE STOPS. INSTALL IN ACCORDANCE WITH ADA ACCESSIBILITY REQUIREMENTS.SH-3 SHOWER SYSTEM 1.8 3/4" 3/4" WALL MOUNTSHOWER SYSTEM, PRESSURE BALANCING MIXING VALVE WITH LEVER HANDLE & ADJUSTABLE STOP SCREW, INTEGRATED VOLUME CONTROL SHOWERHEAD,POLISHED CHROME FINISH, AND INTEGRAL SERVICE STOPS AND REVERSE SEAT WHERE REQUIRED.SS-1 SERVICE SINK 3" 2" 3/4" 3/4" MANUAL FAUCET FABRICATED NSF SINK, 1-COMPARTMENT, BOWL SIZE 18" X 18" X 18" DEEPSS-22-COMPARTMENTSINK3" 2" 3/4" 3/4" MANUAL FAUCET FABRICATED NSF SINK, 2-COMPARTMENT, 18" RIGHT & LEFT DRAINBOARDS, BOWL SIZE 18" X 18" X 18" DEEPTD-1TRENCH DRAIN,TRAFFIC WEIGHTSTRAINER4" 2" FLOOR MOUNT6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/SLOTTED TABS EVERY 10" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSEDBOTTOM. STANDARD W/ ANSI RATED SPECIAL DUTY LAQUERED DUCTILE IRON HEEL PROOF GRATES W/ SAFE LIVE LOAD OF OVER 10,000 LBS. ITEM SIZE SHALLCORRESPOND TO FULL LINE SIZE OF PIPING SERVED. SEE PLANS FOR SIZES.TD-2 TRENCH DRAIN 3" 2" FLOOR MOUNT LINT TRAP6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/SLOTTED TABS EVERY 8" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSED BOTTOM.STANDARD W/ ANSI RATED SPECIAL DUTY LAQUERED DUCTILE IRON HEEL PROOF GRATESTMV-1THERMOSTATICMIXING VALVE3/4" 3/4" WALL MOUNTPOINT OF USE THERMOSTATIC MIXING VALVE WITH INTEGRAL CHECK VALVES ON HOT AND COLD INLETS, 1/2" INLETS & 1/2" OUTLET, 0.25 GPM MIN FLOW CAPACITY, 12GPM MAX FLOW CAPACITY. INSTALL WITH SHUT OFF VALVES AND WALL MOUNTING BRACKET. SET OUTPUT TEMPERATURE TO 105 DEGREES.TP-1TRAP PRIMER, SINGLEDRAIN3/4" WALL MOUNT1/2" MALE NPT INLET AND 1/2" FEMALE NPT OUTLET & REMOVABLE FILTER SCREEN. INSTALL COMPLETE W/ WALL ACCESS PANEL, SHUT-OFF VALVE, & 1/2" TYPE "L"COPPER DRAIN LINE FROM TRAP SEAL PRIMER OUTLET TO RECEPTOR CONNECTION POINT.WC-1 WATERCLOSET, ADA 1.28 4" 2" 1" FLOOR MOUNT MANUAL FLUSH VALVEWATER CLOSET, SIPHON JET ACTION, ELONGATED BOWL, WHITE VITREOUS CHINA, COMPLETE W/ MANUAL FLUSHOMETER VALVE, & OLSONITE MODEL No. 95SSCT"STA-TITE" (AS MANUFACTURED BY BEMIS) WHITE ELONGATED OPEN FRONT SEAT LESS COVER W/ STAINLESS STEEL CHECK HINGE.WCO WALL CLEANOUT WALL MOUNTWALL CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVERWITH SECURING SCREW.WHA-1WATER HAMMERARRESTOR3/4" WALL MOUNTPISTON WATER HAMMER ARRESTOR, HARD DRAWN SEAMLESS TYPE "K" COPPER BODY, BRASS MALE NPT CONNECTION. INSTALL COMPLETE W/ WALL ACCESSPANEL. WATER HAMMER ARRESTORS SHALL BE SIZED IN ACCORDANCE W/ MFR'S SIZING CRITERIA PER FIXTURE UNIT CAPACITY SERVED AT EACHLOCATION/OCCURRANCE.WS-1 WATER SPIGOT 3/4" COUNTER MOUNT FILTRATION UNIT STAINLESS STEEL WATER FAUCET. CONNECT PENTAIR "EVERPURE SERIES DRINKING WATER FILTRATION.CIRCULATING PUMP SCHEDULEITEM MANUFACTURER MODEL NO. LOCATION TYPECAPACITY ELECTRICALOPERATINGWEIGHT (LBS)DESCRIPTIONGPM HEAD VOLTAGE AMPS PHASE kW HP RPMCP-1 GRUNDFOS UP 15-42 B5LAUNDRY/JANITOR10811.1 14.4 115 V 1 A .114ELECTRIC WATER HEATER SCHEDULEITEM MANUFACTURER MODEL NO. LOCATIONSTORAGE CAPACITY(GAL.)INCOMING CW TEMP(DEG. F.)OUTGOING HW TEMP(DEG. F.)TEMP RISE(DEG. F.)RECOVERY(GAL/HR)OPERATINGWEIGHT (LBS)ELECTRICALDESCRIPTIONVOLTAGE AMPS PHASE kWEWH-1 AO SMITH DRE-120LAUNDRY/JANITOR108120 140 154 208 V 83.3 A 3 30ELECTRIC TRAP PRIMER SCHEDULEITEM LOCATION INLET SIZEELECTRICALEQUIPMENT SIZE DESCRIPTIONVOLTAGE AMPS PHASE kWETP-1 FIRE RISER 129 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VETP-2 APPARATUS BAY 125 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VETP-3 APPARATUS BAY 125 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VETP-4 TRASH ENCLOSURE 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VNOTES:1. ALL BRAZED AND SOLDERED JOINTS SHALL BE LEAD FREE. EXPOSED VENT PIPE SHALL BE GALVANIZED PER SPECIFICATIONS.2. ALL METALLIC PIPING BELOW GRADE SHALL BE ENCASED WITH 10 MIL MINIMUM POLYETHYLENE PLASTIC SLEEVE. ALL FITTINGS, VALVES, ETC. THAT ARE NOT ABLE TO BE ENCASED WITHIN SLEEVESHALL PROVIDE HEAVY OF "HENRY'S" OIL BASE ROOF MASTIC OVER ENTIRE SURFACE AND WRAPPED ENTIRE COMPONENT BY 10 MIL FERGUSON POLYETHYLENE WRAP WITH OVERLAPPED 50% OF THECIRCUMFERENCE. SECURE ENDS AND SEAMS BY 3M SCOTCH, 10 MIL, 2" WIDE PIPE WRAP SEALING TAPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.BELOW GRADEOUTSIDE WITHIN FIVE FEET (5') OF THE FOUNDATION SHALL BE PVC PIPE APPROVED FOR FIRE SERVICE CLASS 150 (DR-18) WITH CAST IRON, RING-TITEFITTINGS AS REQUIRED.FIRE PROTECTIONABOVE GRADEDUCTILE IRON, CEMENT LINED WITH MECHANICAL JOINT FITTINGS, CLASS 250, FLANGED OR MECHANICAL JOINT, IN ACCORDANCE WITH ANSI-AWWAC111/A21.11, CLASS 52 OR AWWA C153 DUCTILE IRON COMPACT FITTINGS.BELOW GRADESAME AS ABOVE WITH HEAVY-DUTY 4-BAND SHIELDED COUPLINGS ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALEDWATER TIGHT WITH POLYVINYL CHLORIDE TAPE.SANITARY VENTABOVE GRADEHUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1277, STANDARD-DUTY, 2-BAND SHIELDED,STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.BELOW GRADE SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.SANITARY WASTEABOVE GRADEHUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED,STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.BELOW GRADE SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.STORM / OVERFLOWDRAINABOVE GRADEHUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED,STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.WITHIN BUILDINGSAME AS ABOVE EXCEPT WITH 1-INCH THICK FLEXIBLE ELASTOMERIC, COMPLYING WITH ASTM C534/C534M GRADE 1; USE TUBULAR MATERIALWHEREVER POSSIBLE.CONDENSATE DRAINON ROOFHARD DRAWN COPPER DWV TUBE, ASTM B 306, DRAINAGE TUBE, DRAWN TEMPER. COPPER DRAINAGE DWV FITTINGS, ASME B16.23, CAST COPPER ORASME B16.29, WROUGHT COPPER, SOLDER-JOINT FITTINGS.HOT WATERSAME AS COLD WATER ABOVE COMPLETE WITH 1" THICK ONE-PIECE PRE-FORMED GLASS FIBER MOLDED PIPE INSULATION WITH ALL PURPOSE FIRERETARDANT VAPOR BARRIER JACKET FOR 3/4" DIAMETER PIPES AND SMALLER, 1-1/2" THICK INSULATION FOR 1" TO 1-1/2" DIAMETER PIPES AND 2" THICKINSULATION FOR 2" DIAMETER PIPES AND LARGER. (VIEGA PRO PRESS FITTINGS ARE AN ACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS).BELOW GRADESOFT COPPER TUBE, ASTM B88, TYPE K WATER TUBE, ANNEALED TEMPER. COPPER SOLDER-JOINT FITTINGS, ASME B16.22, WROUGHT-COPPERPRESSURE FITTINGS. ENCASE WITHIN A HIGH DENSITY CROSS LAMINATED POLYETHYLENE FILM, MINIMUM 10 MIL THICK, TUBE FORM, ASTM A674 ORAWWA C105, FOR PROTECTION AGAINST CORROSION.DOMESTIC WATERCOLD WATERHARD COPPER TUBE, ASTM B88, TYPE L WATER TUBE, DRAWN TEMPER. WROUGHT-COPPER SOLDER-JOINT FITTINGS (VIEGA PRESS FITTINGS ARE ANACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS), ASME B16.22, WROUGHT-COPPER PRESSURE FITTINGS.SERVICES LOCATION MATERIALPIPE MATERIALS SCHEDULEQD-1 AMFLO CP9 & CP10 QUICK DISCONNECTAMFLO MODEL NO. C10 COUPLER AND CP9 COUPLER AND PLUG. 1/2" FEMALE NPT, PLATED STEEL COUPLER AND PLUG. WORKING PRESSURE AT 300 P.S.I. MAXIMUM. FURNISHWITH ESCUTCHEON.OWS-1 QUINCY QCS 100 AIR COMPRESSOR OIL/WATER...QUINCY SERIES 100, OIL/WATER SEPARATOR, WITH 1/2" INLET, 45 - 90 SCFM CAPACITY, 7.9 x 7.9 x 20.7 INCHES, WEIGHT = 7.7 LBS.FB-1 QUINCY QMF 50 AIR COMPRESSOR PRE-FILTERQUINCY QMF 50 SERIES COMPRESSED AIR PRE-FILTER, 50 CFM FLOW CAPACITY. 100 PSIG OPERATING PRESSURE. AIR CONNECTION IN / OUT AT 1/2" NPT THREAD. PROVIDE WITH1/4 INCH DRAIN TO APPROVED RECEPTOR. 2.8 x 2.8 x 9.1 INCHES, ISO 8573 COMPLIANT, OPERATING WEIGHT: 1.3 LBS.AD-1 QUINCY QPNC-21 AIR COMPRESSOR DRYERQUINCY QPNC-21, COMPRESSED AIR DRYER. MAXIMUM OVER-ALL DIMENSIONS SHALL BE 13.97 HIGH X 13.78 WIDE X 19.42 LONG. THE COMPLETE UNIT SHALL BE BOLTED TO THEFLOOR AND PROVIDED WITH SEISMIC BRACES WHERE REQUIRED. THE UNIT SHALL DELIVER 15 CFM AT 41°F PRESSURE DEW POINT AT 189°F MAXIMUM PRESSURE. AIRCONNECTION IN / OUT AT 1/2" NPT THREAD. UNIT SHALL BE 120 VOLTS, 1 PHASE, 2.7 AMPS, 60 HZ. OPERATING WEIGHT: 57 LBS.AC-1 QUINCY QT-5 AIR COMPRESSOR EQUIPMENTSPLASH LUBRICATED, TWO-STAGE CAST IRON PISTON AIR COMPRESSOR. MAXIMUM OVER-ALL DIMENSIONS SHALL BE 74" HIGH X 24" WIDE X 37" LONG. THE COMPLETE UNITSHALL BE BOLTED TO THE FLOOR AND PROVIDED WITH SEISMIC BRACES. AIR COMPRESSOR: 5 H.P., 208 VOLTS, 3 PHASE, 1800 RPM, 60 HZ. COMPRESSOR SHALL DELIVER 17.2CFM AT 100 PSI AT 175 P.S.I. MAXIMUM OPERATING PRESSURE. TANK SHALL BE OF 80 GALLON CAPACITY, VERTICAL TYPE. THE UNIT SHALL BE PROVIDED WITH THE FOLLOWINGACCESSORIES: WIRE BELT GUARD, SAFETY VALVE, AIR VALVE, AIR OUTLET VALVE, PRESSURE GAUGE, ELECTRONIC DRAIN TRAP AND PRESSURE SWITCH, LOW OIL SWITCH ANDAFTER COOLER. APPROXIMATE OPERATING WEIGHT: 680 LBS.TAG MFR. MODEL NO. FIXTURE TYPE DESCRIPTIONAIR COMPRESSOR SCHEDULEPage 175 of 256 ABBREVIATIONS 4S/DP ACT ADA AFF AFG AWG AMP, A AIC AF/AT AHJ AS/AF ATS AVG 4" SQUARE BY 2 1/8" DEEP BOX ACOUSTICAL CEILING TILE AMERICAN WITH DISABILITIES ACT ABOVE FINISH FLOOR ABOVE FINISH GRADE AMERICAN WIRE GAUGE AMPERE AMPERES INTERRUPTING CAPACITY (SYMMETRICAL) AMP FRAME, AMP TRIP AUTHORITY HAVING JURISDICTION AMP SWITCH, AMP FUSE AUTOMATIC TRANSFER SWITCH AVERAGE BDF BR BLDG BUILDING DISTRIBUTION FRAME BRANCH BUILDING CEC CIRC., CKT CB CSFD C CO CONN CPT CLCB CLF CT CALIFORNIA ELECTRICAL CODE CIRCUIT CIRCUIT BREAKER COMBINATION SMOKE FIRE DAMPER CONDUIT CONDUIT ONLY, COMPLETE WITH PULLSTRING CONNECTED CONTROL POWER TRANSFORMER CURRENT LIMITING CIRCUIT BREAKER CURRENT LIMITING FUSE CURRENT TRANSFORMER (D) DIA DISC DIST EXISTING TO BE DEMOLISHED DIAMETER DISCONNECT DISTRIBUTION EC EMS EMT ENT EWC EPO E-O-L EF E/G EP (E) (ER*) ELECTRICAL CONTRACTOR ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING ELECTRIC WATER COLLER EMERGENCY POWER OFF END-OF-LINE CIRCUIT TERMINATOR EXHAUST FAN EQUIPMENT GROUND (GREEN) EXPLOSION PROOF EXISTING EQUIP TO REMAIN EXISTING EQUIP TO BE RELOCATED (*CORRESPONDS TO NEW LOCATION) FT or ' FA FLA FEET FIRE ALARM FULL LOAD AMPS GRD GFCI GFP GEC GROUND GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUNDING ELECTRODE CONDUCTOR HACR HOA HVAC H, W, D, L HID HP HPS HEATING AIR CONDITIONING REFRIGERATION HAND-OFF-AUTO HEATING, VENTILATING AND AIR CONDITIONING HEIGHT, WIDTH, DEPTH, LENGTH HIGH INTENSITY DISCHARGE HORSEPOWER HIGH PRESSURE SODIUM IN or " I/G IDF INCHES OSOLATED GROUND INTERMEDIATE DISTRIBUTION FRAME JBOXJUNCTION BOX K KCMIL KVA KW KWH DEGREE KELVIN THOUSAND CIRCULAR MILS KILOVOLT AMPERES KILOWATT KILOWATT HOUR LCL LF LTG, LTS LPS LONG CONTINUOUS LOAD LINEAR FEET LIGHTING LOW PRESSURE SODIUM MAX MDF MOCP MCB MLO MC M M/M MV MH MIN MCA MCC MCM MCP MFR MTD MW MAXIMUM MAIN DISTRIBUTION FRAME MAXIMUM OVERCURRENT PROTECTION MAIN CIRCUIT BREAKER MAIN LUGS ONLY MECHANICAL CONTRACTOR METER METER MAIN MERCURY VAPOR METAL HALIDE MINIMUM MINIMUM CIRCUIT AMPS MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MOTOR CIRCUIT PROTECTOR MANUFACTURER MOUNTED MICROWAVE (N) NATS NEC NEMA NC NO NF NIC NTS NL NO or # NEW NON AUTOMATIC DISCONNECT NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION NORMALLY CLOSED NORMALLY OPENED NON-FUSED NOT IN CONTRACT NOT TO SCALE NIGHT LIGHT NUMBER OFCIOWNER FURNISHED, CONTRACTOR INSTALLED %Z PH or ~ PC PC P PVC PDU PRIMARY PROVIDE PT PA PERCENT IMPEDANCE PHASE PHOTOCELL PLUMBING CONTRACTOR POWER POLY VINYL CHLORIDE POWER DISTRIBUTION UNIT OVER 600 VOLTS FURNISH, INSTALL AND CONNECT POTENTIAL TRANSFORMER PUBLIC ADDRESS RE REC, RECEPT REF RGS RMS REPLACE EXISTING (IN-PLACE) RECEPTACLE REFRIGERATOR RIGID GALVANIZED STEEL ROOT MEAN SQUARE SCC SCS SFD SECONDARY SMACNA SPD SQ SHORT CIRCUIT CURRENT STRUCTURED CABLING SYSTEM SMOKE FIRE DAMPER 600 VOLTS AND LESS SHEET MTL & AIR COND. CONTRACTORS' NATIONAL ASSOC. SURGE PROTECTION DEVICE SQUARE TC TEL/DATA TV TVSS TYP TIMECLOCK TELEPHONE AND DATA TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL UGPS UNO UPS UNDERGROUND PULL SECTION UNLESS OTHERWISE NOTED UNINTERRUPTABLE POWER SYSTEM VAV V VA VD VFD VARIABLE AIR VOLUME VOLTS VOLT AMPERES VOLTAGE DROP VARIABLE FREQUENCY DRIVE WP W WEATHERPROOF WIRE XFMR XX TRANSFORMER EXISTING EQUIP TO BE DEMO'D FLOOR BOX / SPECIALTY WALL BOX SYMBOLS MECHANICAL EQUIPMENT CALLOUT, "AC" INDICATES UNIT TYPE & "2" INDICATES UNIT NUMBER. REFER TO MECHANICAL DWG FOR EXACT LOCATION & ELECTRICAL REQ. ANNOTATIONS TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO SYSTEM GROUND DETAIL BRANCH CIRCUIT SYMBOLS SINGLE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. TWO SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. THREE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. FOUR SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. SIX SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. DELTA CONFIGURATION DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER. FEEDER SIZE DESIGNATION LIGHTING FIXTURE DESIGNATION KEYNOTE REFERENCE, REFER TO NOTES ON SHEETS, OR AS DIRECTED REVISION REFERENCE WYE CONFIGURATION GROUND HOME RUN TO PANEL, LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS, PROVIDE DEDICATED NEUTRAL WIRE FOR EA 'HOT' CIRCUIT IN CONDUIT RUN, #12 AWG MIN UNO CONCEALED CONDUIT OR BRANCH CIRCUIT UNO, 1/2" CONDUIT MIN, (2) #12 AWG CONDUCTORS MIN CONCEALED CONDUIT OR BRANCH CIRCUIT ROUTED IN FLOOR SLAB OR CONCRETE, COORDINATE INSTALLATION W/ DESIGN- BUILD ENTITY & SUPPORT AS REQ 1/2" CONDUIT (2) #12 AWG CONDUCTORS MIN CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4" CONDUIT MIN W/ (2) 12 AWG CONDUCTORS MIN & A CODE SIZED EQUIPMENT GROUND SURFACE-MTD CONDUIT OR BRANCH CIRCUIT UNO. 1/2" CONDUIT MIN, (2) #12 AWG CONDUCTORS MIN, CONDUIT SHALL BE PAINTED TO MATCH ADJ SURFACE. COORDINATE COLOR W/ ARCHITECT INTERIORS CONDUIT STUB OUT, CAP, MARK & RECORD ON AS-BUILT DWG CONDUIT CONTINUATION FLEXIBLE CONNECTION AS REQ. NUMBER OF CONDUCTORS AS REQ, VERIFY CONNECTION REQ W/ MFR PRIOR TO ROUGH-IN CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION DOWN WALL TO FLOOR BELOW CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION UP WALL TO FLOOR ABOVE EXG FEEDER, CONDUIT, WIRE TO BE DEMOLISHED LOW VOLTAGE DUCTBANK BELOW GRADE POWER DUCTBANK BELOW GRADE, SEE FEEDER TAG(s) FOR QUANTITY & SIZE OF CONDUIT & WIRE MEDIUM - HIGH VOLTAGE DUCTBANK BELOW GRADE, W/ VOLTAGE INDICATED. SEE FEEDER TAG(s) FOR QTY & SIZE OF CONDUIT & WIRE FLUSH MTD, LOCKABLE TERMINAL CABINET W/ TERMINAL STRIPS AS REQ SURFACE MTD, LOCKABLE TERMINAL CABINET W/ TERMINAL STRIPS AS REQ XXX-XX X X-X XXXX 1 ? XXX A-1,3,5 LV XX P 12KV LIGHTING SYMBOLS DECORATIVE PENDANT STRIP LIGHT (BOH) DECORATIVE SURFACE MOUNTED LIGHT SURFACE MOUNTED WRAP AROUND RECESSED LENSED TROFFER RECESSED ARCHITECTURAL TROFFER RECESSED LINEAR OR PERIMETER WALL SLOT PENDANT MOUNTED LINEAR RECESSED LINEAR WALL WASH RECESSED DOWN LIGHT RECESSED WALL WASHER RECESSED ADJUSTABLE ACCENT LIGHT SURFACE MOUNTED DOWN LIGHT WALL MOUNTED FIXTURE TRACK LIGHT SURFACE MOUNTED ADJUSTABLE LINEAR WALL WASHER CONCEALED LINEAR LIGHT STRIP RECESSED MULTI LAMP ADJUSTABLE DOWN LIGHT WALL STEP LIGHT BOLLARD LIGHT ABOVE GRADE MOUNTED ADJUSTABLE ACCENT LIGHT POLE MOUNTED LIGHT EXIT SIGN SURFACE MOUNTED EMERGENCY BATTERY PACK "EM" SHADED OR HALF SHADED CONNECTION POINT INDICATES FIXTURE ON EMERGENCY POWER LIGHTING CONTROLS • • • • • WALL MTD OCCUPANCY SENSOR. MTG HEIGHT PER ADA - UNO OR REQ. "xx" INDICATES THE FOLLOWING: IO: INFRARED OCCUPANCY SENSOR UO: ULTRASONIC OCCUPANCY SENSOR DO: DUAL TECHNOLOGY OCCUPANCY SENSOR. P: PHOTOCELL OP: COMBINATION PHOTOCELL & DUAL TECHNOLOGY OCCUPANCY SENSOR LETTERS "ab" INDICATE ZONES CONTROLLED. SINGLE POLE SWITCH, MTG HEIGHT PER ADA, SUBSCRIPT "K" INDICATES KEY OPERATED SWITCH. MANUAL ON/OFF, DIMMING & GRAPHIC SCENE SELECT CONTROL STATION. LOW VOLTAGE MANUAL ON/OFF, DIMMING & MULTI BUTTON ZONE SELECT CONTROL STATION. "#" DENOTES NUMBER OF ZONES. LETTERS "ab" INDICATE ZONES CONTROLLED. WALL MTD COMBINATION VACANCY SENSOR & DIMMER SWITCH, MTG HEIGHT PER ADA - UNO OR REQ. LETTERS "ab" INDICATES ZONES CONTROLLED. BOTH SWITCH LEGS TO BE CONFIGURED IN A "MANUAL ON" CONFIGURATION. • • • CLG MTD SENSOR. PROVIDE W/ POWER PACK & RELAYS FOR PLUG LOAD & HVAC CONTROL. LETTERS "ab" INDICATE ZONES CONTROLLED. "xx" INDICATES THE FOLLOWING: OS: DUAL TECHNOLOGY OCCUPANCY SENSOR P: PHOTOCELL OP: COMBINATION PHOTOCELL AND DUAL TECHNOLOGY OCCUPANCY SENSOR. WALL MTD COMBINATION OCCUPANCY SENSOR & DIMMER SWITCH, MTG HEIGHT PER ADA - UNO OR REQ. LETTERS "ab" INDICATE ZONES CONTROLLED. LOW VOLTAGE MANUAL ON/OFF, DIMMING & MULTI BUTTON SCENE SELECT CONTROL STATION. "#" DENOTES NUMBER OF SCENE. LETTERS "ab" INDICATE ZONES CONTROLLED. LOW VOLTAGE MANUAL ON/OFF & SINGLE ZONE DIMMING CONTROL. XX ab ab xx abo abv SZ MS-#ab MZ-#ab KS G • • DUPLEX RECEPTACLE - MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. "C" INDICATES CONTROLLED RECEPTACLE, MUST BE WITHIN 6'-0" OF UNCONTROLLED RECEPTACLE PER TITLE 24 REQ. DOUBLE DUPLEX RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. DUPLEX, GFCI RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DEDICATED 20A DUPLEX RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. DUPLEX RECEPTACLE WITH USB CONNECTORS - MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. DOUBLE DUPLEX RECEPTACLE WITH USB CONNECTORS, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. EMERGENCY DUPLEX RECEPTACLE - MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND. SIMPLEX RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. SPECIAL RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. REFER TO PLAN NOTES. DUPLEX RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DOUBLE DUPLEX RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SIMPLEX RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SPECIAL RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DUPLEX RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. DOUBLE DUPLEX RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. DUPLEX, GFCI RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. SIMPLEX RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. SPECIAL RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. WALL MOUNTED JUNCTION BOX. MTG HEIGHT AS NOTED. 4S/DP MIN OR AS REQ BY NEC. JUNCTION BOX, MTD IN ACCESSIBLE CLG FOR APPLICATION DENOTED ON PLAN. 4S/DP MIN OR AS REQ BY NEC. SURFACE MTD MULTI-OUTLET ASSEMBLY. REFER TO GENERAL PRODUCT SPECIFICATIONS. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DWG FOR SPECIFIC LOAD REQ OR AS NOTED. FLUSH MTD ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. SURFACE MTD ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM. TRANSFORMER, REFER TO SINGLE LINE DIAGRAM. FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/DISCONNECT SWITCH W/ FUSES PER EQUIPMENT MFR & WEATHERPROOF AS REQ. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT & STARTER SIZES. MOTOR STARTER COMBINATION SWITCH W/ HOA SELECTOR SWITCH, ON "RUNNING LIGHT" RESET & OVERLOAD PROTECTION. NON-FUSED DISCONNECT SWITCH, HP RATED & WEATHERPROOF AS REQ. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES. UTILITY COMPANY METER. PROVIDE "CT's" & "PT's" AS REQ, REFER TO SINGLE LINE DIAGRAM. CIRCUIT BREAKER, LINE 1 REPRESENTS FRAME SIZE/RATING; LINE 2 REPRESENTS TRIP SIZE/RATING; LINE 3 REPRESENTS NUMBER OF POLES & LINE 4 REPRESENTS MISC BREAKER INFO. (SEE BELOW): SHUNT = PROVIDE SHUNT TRIP MECHANISM. HACR = PROVIDE HACR-RATED BREAKER. GFP = GROUND FAULT PROTECTION CLCB = CURRENT LIMITING CIRCUIT BREAKER SS = PROVIDE SOLID STATE CIRCUIT BREAKER FUSIBLE SWITCH: LINE 1 REPRESENTS SWITCH SIZE/RATING; LINE 2 REPRESENTS NUMBER OF POLES; LINE 3 REPRESENTS FUSE SIZE/RATING; LINE 4 REPRESENTS FUSE TYPE; LINE 5 REPRESENTS MISC FUSE INFO. (SEE BELOW): SHUNT= PROVIDE SHUNT TRIP MECHANISM. GFP = GROUND FAULT PROTECTION CLF = CURRENT LIMITING FUSE GROUND CONNECTION, SIZE AS INDICATED OR AS REQ. LOW VOLTAGE TRANSFORMER PULLBOX, SIZED PER NEC OR AS NOTED. RECESSED COMBINATION POWER OUTLET FOR IN FLOOR BOX PER PLAN FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. VERIFY CONNECTION REQ W/ MFR PRIOR TO ROUGH-IN - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. POWER OUTLET OUTLET, MTG HEIGHT PER ADA DEVICE MT REQ. FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM PROVIDE THE FOLLOWING: IN A NON-RATED INSULATED WALL, OR NON-RATED UNINSULATED WALL, PROVIDE A 2-GANG MUD RING OR CADDY #RBS SERIES BOX MTG BRACKET (EQUAL BY B-LINE OR RAYCO) W/ (2) 1-1/4"CO W/ PULL STRING TO ACCESSIBLE CLG. PROVIDE 1-1/4" BUSHINGS @ CONDUIT ENDS. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE & CLG CONDITIONS. IN A RATED WALL, PROVIDE (1) 4S/DP BOX W/ (2) 1-1/4" CO & (1) 4S/DP BOX W/ (1) 1-1/4" CO W/ PULL STRINGS IN EA CONDUIT TO ACCESSIBLE CLG. PROVIDE 1-1/4" BUSHINGS @ CONDUIT ENDS. UTILIZE CADDY #RBS SERIES BOX MTG BRACKET TO MAINTAIN BOX ALIGNMENT. (EQUAL BY B-LINE OR RAYCO) UTILIZE FIRESTOPPING SYSTEM PADS RATED FOR USE ON THE INSIDE OR OUTSIDE OF THE BOX (STI OR EQ) AS REQ TO MAINTAIN RATING OF WALL OR MEMBRANE. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE & CLG CONDITIONS. GROUND BUS BAR POWER SYMBOLS J J 3 T F T PB POR J J 150AF 150AT 3P 1 60AS 3P 1 50AF CLASS J MCT RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL LEGEND & GENERAL NOTES E0.01 33236 Checker Page 176 of 256 1. 2. 3. 4. 5. 6. 7. A. B. C. D. 8. 9. 10. 11. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION & ELEVATION OF ALL LIGHTING FIXTURES & ALL DEVICES. ALL WALL- MTD DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. IF ANY WALL MTD FIXTURES ARE PLACED WITHOUT VERIFICATION FROM THE ARCHITECT, DESIGN-BUILD ENTITY SHALL RELOCATE FIXTURE TO APPROVED LOCATION AT NO ADDITIONAL COST. VERIFY EXACT CLG CONSTRUCTION W/ ARCHITECTURAL REFLECTED CLG PLAN & PROVIDE LIGHTING FIXTURES W/ ALL NECESSARY MTG HARDWARE. ALL RECESSED FIXTURES SHALL BE PROVIDED W/ ALL REQ STRUCTURAL SUPPORTS AS REQ BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. ALL COVE MTD FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. DESIGN-BUILD ENTITY TO FIELD MEASURE COVE LENGTH & ORDER QTY OF FIXTURES AS REQ. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED W/ A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. REFER TO ARCHITECTURAL REFLECTED CLG PLANS FOR EXIT SIGN CHEVRONS & NUMBER OF FACES PER EXIT SIGN.AND/ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL & ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. WHEN EXPOSED CLG OR OPEN GRID CONDITIONS OCCUR, THE DESIGN-BUILD ENTITY WILL NEED TO PROVIDE THE FOLLOWING ITEMS: ALL BRANCH CIRCUITS SHALL BE IN EMT. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED & IN PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM “TRAINED” MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP W/ EA OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS & SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDL COST. SHOP DWG SHOWING LOCATION & PLACEMENT OF ALL CONDUITS. RECESSED FIXTURES LOCATED IN A FIRE-RATED CLG OR WALL SHALL BE PROVIDED WITH A 5-SIDED RATED ENCLOSURE SO CONSTRUCTED AS TO ALLOW CODE & MFR-REQ CLEARANCES BETWEEN THE FIXTURE & THE ENCLOSURE. REFER TO GENERAL POWER PLAN NOTES & COMMUNICATIONS PATHWAYS GENERAL NOTES FOR ADDITIONAL REQ WHEN POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN. DESIGN-BUILD ENTITY TO INCLUDE AN ALLOWANCE TO CORE & SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS & REQ W/ ARCHITECTURAL & STRUCTURAL DWGS. COORDINATE ALL PENETRATIONS W/ STRUCTURAL PLANS & DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DWGS. LIGHTING GENERAL NOTES 1. 2. 3. 4. 5. 6. A. B. C. 7. 8. 9. 10. 11. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES & OFFSET 24" MIN. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE W/ AN APPROVED FIRESTOP SYSTEM EQ OR GREATER THAN THE FIRE RATING OF THE WALL. COORDINATE ALL MTG DIMENSIONS FOR ELECTRICAL DEVICES & SWITCHES W/ ARCHITECTURAL INT ELEVATIONS PRIOR TO ROUGH-IN. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED W/ ARCHITECT & FURNITURE VENDOR PRIOR TO ROUGH IN.. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH WHEN EXPOSED CLG OR OPEN GRID CONDITIONS OCCUR, THE DESIGN-BUILD ENTITY WILL NEED TO PROVIDE THE FOLLOWING ITEMS: ALL BRANCH CIRCUITS SHALL BE IN EMT. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY & IN PARALLEL TO STRUCTURES OR DUCT WORK. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT @ NO ADDITIONAL COST. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC WHERE ADOPTED, ARTICLE 300.22(C. PROVIDE GFCI TYPE RECEPTACLE(S) WITHIN 6 FT OF ANY SINK. DESIGN-BUILD ENTITY TO INCLUDE AN ALLOWANCE TO CORE & SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS & REQ W/ ARCHITECTURAL & STRUCTURAL DWG. COORDINATE ALL PENETRATIONS W/ STRUCTURAL PLANS & DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DWG. COORDINATE ALL KITCHEN CONDUIT & EQUIPMENT ROUGH-IN ON KITCHEN DWG POWER GENERAL NOTES 1. 2. 3. 4. 5. DESIGN-BUILD ENTITY SHALL REFER TO MECHANICAL/PLUMBING & ARCHITECTURAL DWG FOR EXACT LOCATIONS & CHARACTERISTICS OF ALL EQUIPMENT LISTED IN SCHEDULE. ANY MODIFICATIONS AND/OR ADDITIONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID. DESIGN-BUILD ENTITY SHALL VERIFY THE EXACT LOCATION OF ALL CONNECTION POINTS W/ THE EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. DESIGN-BUILD ENTITY SHALL PROVIDE LOCAL REMOTE DISCONNECTING MEANS FOR ALL ELECTRIC HEATING EQUIPMENT IF REQ BY THE LOCAL ELECTRICAL CODE. DESIGN-BUILD ENTITY SHALL COORDINATE THE ROUTING OF CONDUIT/WIRING TO ROOF-MTD EQUIPMENT W/ EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. WHERE ROOF-MTD EQUIPMENT IS MFR TO BE FED FROM WITHIN MECHANICAL CURB ASSEMBLY - SEPARATE ROOF PENETRATIONS FOR WIRING CONNECTIONS SHALL NOT BE PERMITTED. ALL WIRING SHALL BE BELOW THE ROOF IN AN ACCESSIBLE CLG SPACE LOCATION. ALL ROOF MTD EQUIPMENT SHALL BE NEMA 3R RATED. ROOF GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. CONDUITS SHALL, (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND, (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULLBOX. CONDUITS IN PLACE OF PULLBOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2" IN DIAMETER OR LESS, AND, (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2" IN DIAMETER. TERMINATE CONDUITS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2"-3" ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND AS APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE DESIGN-BUILD ENTITY'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE SITE UTILITY PLAN NOTES FOR ADDITIONAL UNDERGROUND COMMUNICATIONS CONDUIT SEALING REQUIREMENTS. CONDUIT(S) SHALL EXIT A PULLBOX ON THE WALL OPPOSITE THE WALL ENTERED. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. COORDINATE ALL MOUNTING DIMENSIONS FOR ELECTRICAL DEVICES AND SWITCHES WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH-IN. COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS AND DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS. ALL PULLBOXES SHALL BE SIZED AND INSTALLED PER ANSI/TIA/EIA-569B. PULLBOXES FOR UNDER FLOOR CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULLBOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3 RATED. PULLBOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING CHART: LOW VOLTAGE GENERAL NOTES CONDUIT SIZEWIDTHLENGTHDEPTHWIDTH INCREASE PER ADDITIONAL CONDUIT 4"16"3"1"2" 8"36"4"2"5" 12"48"5"3"6" 15"60"8"4"8" 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. THESE NOTES ESTABLISH MIN QUALITY LEVELS & COORDINATION REQ RESPECTIVE UTILITY COMPANY PLANS & REQ TAKE PRECEDENCE OVER THESE NOTES WITH REGARD TO RESPECTIVE UTILITY COMPANY CONDUIT & UNDERGROUND STRUCTURE SYSTEMS. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR APPLICABLE STATE & LOCAL DIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. COORDINATE ALL UNDERGROUND STRUCTURES & CONDUIT ROUTING W/ LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. VAULTS, MAINTENANCE HOLES (MH's) & CONDUITS SHALL MAINTAIN A MIN COVER OF 24" BELOW FINAL SURFACE @ ALL CONDITIONS. INCLUDE ALL COSTS IN BASE BID TO MEET UTILITY COMPANY REQ WHICH MAY REQ GREATER MIN CONDUIT DEPTHS. VAULTS, MH's & PULLBOXES (PB's) SHALL BE EQUIPPED WITH KNOCKOUT PANELS OR PRE-CAST INDIVIDUAL CONDUIT OPENINGS. CONDUITS SHALL ONLY ENTER & EXIT ON END/SHORT WALLS. CONDUITS MAY NOT ENTER & EXIT ON SIDE/LONG WALLS, CLG OR FLOORS UNO. CUT DUCTS FLUSH W/ INTERIOR VAULT/MH/PB WALL. GROUT AROUND DUCT ENTRANCES ON VAULT/MH/PB WALLS. SLURRY BACKFILL AROUND DUCTS WITHIN 5 FT OF VAULT/MH/PB TO PREVENT SHEARING. CONDUITS PASSING UNDER THE BUILDING PERIMETER SHALL BE ENCASED IN LIGHTWEIGHT CONCRETE OR WATER-IMPERVIOUS CLAY TO PREVENT WATER INFILTRATION. SEE ELECTRICAL SPECIFICATIONS FOR ADDL INFO. CONDUIT BEND RADIUS FOR BUILDING ENTRANCES & AT POLES SHALL BE A MIN OF 24" FOR CONDUITS W/ LESS THAN 2" INTERNAL DIA AND A MIN OF 48" FOR CONDUITS W/ MORE THAN 2" INTERNAL DIA. PREFERRED CONDUIT SWEEP RADIUS BETWEEN VAULTS IS 25 FT. UNDER NO CIRCUMSTANCES SHALL THE CONDUIT SWEEP RADIUS BE LESS THAN 12.5 FT. MAX OF 90° PER SWEEP & LIMITED TO NO MORE THAN (2) 90° WEEPS BETWEEN VAULTS. VAULTS/MH's/PB's ARE TO BE EQUIPPED W/ RACKING, GROUNDING LUGS, & BOLT-DOWN LIDS UNO. VAULTS & MH's TO BE EQUIPPED W/ ROUND COVERS, EXTENSION RINGS AS REQ, LADDERS & (3) SEGMENTS OF 6 FT HIGH CABLE RACKING PER EA LONG WALL. LABEL ALL NON-UTILITY COMMUNICATION VAULT/MH/PB COVERS W/ "COMMUNICATIONS" UNO ON PLANS. COORDINATE FINAL VAULT/MH/PB OPENING HEIGHT W/ GC PRIOR TO ROUGH-IN TO ENSURE FINAL GRADE DOES NOT SLOPE INTO VAULT/MH/PB OPENING. DESIGN-BUILD ENTITY TO PROVIDE A MIN OF 8" DEEP COMPACTED 1/2" DIA GRAVEL, UNDER ALL VAULTS, MH's OR PB's TO ENSURE UNIFORM DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR & BE ABLE TO DISSIPATE WATER OUT OF THE VAULT, MH OR PB. ALL VAULTS/MH's/PB's W/O GROUNDING LUGS SHALL HAVE AN 8' x 3/4" COPPER GROUND ROD DRIVEN THRU THE FLOOR TO ALLOW GROUNDING OF ITEMS WITHIN. ALL VAULTS/MH's/PB's SHALL BE PROVIDED W/ TRAFFIC RATED COVERS WHEN LOCATED IN PAVED AREAS UTILIZED FOR VEHICLE TRAFFIC. IF THE WATER OR MOISTURE BARRIER ON OR NEAR THE FOUNDATION OF A BUILDING IS DISTURBED IN ANY MANNER BY EXCAVATION OR OTHER CONSTRUCTION WORK. THE MOISTURE BARRIER MUST BE REPAIRED FOLLOWING THE RECOMMENDATIONS OF THE MFR OF THE ORIGINAL BARRIER PRODUCT. THE DESIGN-BUILD ENTITY SHALL INCLUDE IN BASE BID ALL COSTS TO COMPLY WITH ALL REQ FOR CONFINED SPACE ENTRY PER THE OSHA REQ 29 CFR-1910.146, 29 CFR-1910.268, ETC DURING ANY CONFINED SPACE ENTRY. ANY DUCTS LEAVING A VAULT, MH OR PB ROUTED INTO A FACILITY SHALL BE PLUGGED AT EA END USING REMOVEABLE MECHANICAL PLUGS DESIGNED TO PREVENT WATER & GAS FROM ENTERING THE FACILITY. SEE ELECTRICAL SPECIFICATIONS & PLAN DETAILS FOR ADDL REQ REGARDING UNDERGROUND CONDUITS & IN-GRADE VAULT/MH/PB/JUNCTION BOXES. INSTALL MULE TAPE OR 3/8" PULL ROPE & TRUE-TAPE IN EA UTILITY CONDUIT. SITE UTILITY PLAN GENERAL NOTES 1. 2. 3. A. B. C. D. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. THE DESIGN-BUILD ENTITY (DBE) SHALL INCLUDE & PROVIDE IN BID ALL LABOR & MATERIALS NECESSARY FOR A COMPLETE & OPERATIONAL INSTALLATION OF ALL ELECTRICAL SYSTEMS. DBE SHALL COORDINATE & OBTAIN ALL APPROVALS, PERMITS, & DOCUMENTS FROM REGULATORY AGENCIES & UTILITY COMPANIES. ALL CONDUIT RACEWAY SYSTEMS ARE TO BE INSTALLED AS FOLLOWS: RIGID GALVANIZED STEEL IS TO BE INSTALLED IN ALL AREAS WHICH ARE EXPOSED TO WEATHER AND/OR PHYSICAL DAMAGE. FLEXIBLE METALLIC CONDUIT I S PERMITTED FOR SHORT CONNECTIONS TO LIGHT FIXTURES (6'-0" MAX). FLEXIBLE CONDUIT SHALL ALSO BE INSTALLED FOR EQUIPMENT REQ VIBRATION ISOLATION & HORIZONTAL RUNS IN WOODEN STUD WALLS. ELECTRICAL METALLIC TUBING (EMT) W/ COMPRESSION TYPE FITTINGS SHALL BE USED FOR BUILDING INTERIOR WORK. PVC CONDUIT SHALL BE USED FOR UNDERGROUND CONDUITS. ROUTE CODE SIZED GROUND WIRE INSIDE OF CONDUIT. CONDUIT RISERS & STUBS ABOVE GRADE SHALL BE IMC WITH HALF-LAPPED TAPE COVERING OR PVC COATING & UTILITY COMPANIES. UNO OR REFERENCED ON THE DWG ALL NEW ELECTRICAL WIRING IS TO BE 600V RATED COPPER W/ TYPE "THHN/THWN" INSULATION. ALL MTG HEIGHTS REFERENCED ON DWG ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE REFERENCED OR INDICATED ON THE DRAWINGS. ALL ELECTRICAL EQUIPMENT LOCATIONS (LIGHTING, RECEPTACLE, FLOOR BOX, ETC) ARE TO BE VERIFIED WITH THE ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO BEGINNING ANY ROUGH-IN. ALL LIGHTING FIXTURES SHALL BE MTD & SUPPORTED IN ACCORDANCE W/ OSHA STANDARDS, & ALL STATE, LOCAL, SEISMIC, & CALIFORNIA ELECTRIC CODES. THE DWG INCLUDED IN THIS DOCUMENT SET ARE DIAGRAMMATIC. THEY ARE REPRESENTATIVE OF THE ENGINEER OF RECORDS DESIGN INTENT FOR ALL ELECTRICAL DEVICES/EQUIPMENT & THE INDIVIDUAL POWER FEEDS THEY ARE TO BE CONNECTED TO. THE DBE SHALL BE RESPONSIBLE FOR PROVIDING ALL J-BOXES, CONDUIT, WIRING/CABLING, ETC AS REQ FOR A COMPLETE & OPERATIONAL ELECTRICAL INSTALLATION. ALL ELECTRICAL EQUIPMENT (PANELS, RECEPTACLES, J-BOXES, ETC.) SHALL BE WEATHERPROOF AND/OR INSTALLED IN A NEMA 3R ENCLOSURE WHERE APPLICABLE OR INSTALLED OUTDOORS. ALL ELECTRICAL WORK SHALL BE PERFORMED ACCORDING TO STATE, LOCAL, NATIONAL, & DISTRICT STANDARDS & CODES. COORDINATE SPECIFIC REQ W/ DISTRICT STANDARDS & AUTHORITY HAVING JURISDICTION. ALL ELECTRICAL EQUIPMENT SHALL BE NEW & IS TO BE CLEARLY LABELED/IDENTIFIED AS UNDERWRITER LABORATORIES (UL) COMPLIANT UNO OR REFERENCED IN THE DWG OR SPECIFICATIONS. DBE IS RESPONSIBLE FOR SECURING ALL REQ BUILDING PERMITS & SHALL INCLUDE THE COST TO SECURE BUILDING PERMITS IN THEIR FINAL BID. UNLESS OTHERWISE WRITTEN, STATED, OR REFERENCED IN DWG OR SPECIFICATIONS DESIGN-BUILD ENTITY SHALL GUARANTEE THE COMPLETE ELECTRICAL INSTALLATION FOR A PERIOD OF 1-YEAR. ALL ELECTRICAL DISTRIBUTION EQUIPMENT (PANELS, DISTRIBUTION BOARDS, TRANSFORMERS, ETC), FEEDERS (CONDUIT, CONDUCTOR SIZE, & QUANTITY), MECHANICAL EQUIPMENT, ELEVATORS, VARIABLE FREQUENCY DRIVES (VFD'S), ETC. MAY ONLY BE REFERENCED ON THE SINGLE-LINE DWG & NOT INDIVIDUAL PLAN SHEETS. DBE SHALL REVIEW & VERIFY ALL REFERENCED INFORMATION ON THE SINGLE- LINE DWG. DBE SHALL BE RESPONSIBLE FOR ALL REQ SAW-CUTTING, CORE DRILLING, PATCHING, REFINISHING, ETC AS REQ FOR INSTALLATION OF ELECTRICAL EQUIPMENT & SYSTEMS. ANY PENETRATIONS OR OPENINGS MADE IN WALLS OR STRUCTURES SHALL BE PATCHED AND/OR SEALED AS REQ TO MAINTAIN THE INTEGRITY AND/OR RATING OF THE WALL OR STRUCTURE. DBE SHALL VISIT THE SITE PRIOR TO SUBMISSION OF THEIR FINAL BID TO VERIFY ALL EXG SITE CONDITIONS WHICH MAY AFFECT THE COMPLETION OF THE ELECTRICAL INSTALLATION. ALL METHODS & REQUIREMENTS FOR INSTALLATION SHALL BE DETERMINED PRIOR TO BID DATE. ELECTRICAL DBE SHALL NOTIFY THE ENGINEER OF RECORD OF ANY REQ MODIFICATIONS WHICH ARE NOT REFERENCED ON THESE ELECTRICAL PLANS. SUBMITTAL OF THE DBE'S BID DEMONSTRATES THE DESIGN-BUILD ENTITY'S AWARENESS OF ALL SITE CONDITIONS & REQ WORK TO BE PERFORMED. ALL CLGS & CLG SYSTEMS AS A RULE ARE CONSIDERED TO BE INACCESSIBLE. ALL ELECTRICAL DEVICES & EQUIPMENT INSTALLED ABOVE CLGS ARE TO BE MTD IN A LOCATION WHICH IS ACCESSIBLE. IN SITUATIONS WHERE ELECTRICAL DEVICES & EQUIPMENT MUST BE INSTALLED IN AN AREA WHICH IS INACCESSIBLE, DBE SHALL INSTALL AN ADEQUATELY SIZED, CODE COMPLIANT ACCESS PANEL AS REQ BY CURRENT CODES - LOCATION OF THE REQ ACCESS PANEL SHALL BE COORDINATE W/ THE ARCHITECT & INTERIOR DESIGNER PRIOR TO ROUGH-IN. DBE IS RESPONSIBLE FOR COMPLETING ALL FINAL ELECTRICAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT & SHALL PROVIDE ALL MOTOR START SWITCHES, DISCONNECTS, ETC AS REQ. ALL ELECTRICAL EQUIPMENT CONNECTIONS, MOUNTING LOCATIONS, ELECTRICAL REQUIREMENTS, ETC ARE TO BE COORDINATED & VERIFIED PRIOR TO COMMENCEMENT OF ELECTRICAL ROUGH-IN. DBE TO SUBMIT SHOP DWG FOR THE APPROVAL OF THE ELECTRICAL ENGINEER OF RECORD FOR ALL ELECTRICAL EQUIPMENT & MATERIALS TO BE UTILIZED IN THE ELECTRICAL INSTALLATION. ALL APPROVALS BY THE ENGINEER OF RECORD MUST BE SECURED PRIOR TO COMPLETION OF ANY PURCHASE ORDERS OR ROUGH-IN WORK. THESE ELECTRICAL DWG & ASSOCIATED SPECIFICATIONS ARE TO BE CONSIDERED CONTRACT DOCUMENTS FOR AGENCY REVIEW/APPROVAL & DBE BIDDING PURPOSES. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH CEC ARTICLE 250. ALL POWER & LIGHTING CIRCUITS SHALL BE INSTALLED WITH A MIN #12AWG CU GROUND WIRE UNO OR REFERENCED. DBE TO PROVIDE ENGRAVED PHENOLIC NAMEPLATES ON ALL DISCONNECT SWITCHES, DISTRIBUTION EQUIPMENT, J-BOXES ETC. W/ METALLIC COVERS. SEE GENERAL NOTES ON SINGLE-LINE DIAGRAM FOR SPECIFIC INFORMATION REGARDING NAME PLATE REQ. ELECTRICAL & LIGHTING COVER PLATE COLOR, ENGRAVING & LABELING PER SPECIFICATIONS. AT THE COMPLETION OF THE PROJECT THE DBE SHALL PROVIDE THE OWNER WITH A COMPLETE SET OF AS-BUILT ELECTRICAL DWG. ANY & ALL WORK THAT REQ AN INTERRUPTION TO A BUILDING(S) ELECTRICAL SERVICE MUST BE COORDINATED W/ THE DISTRICT A MIN OF 48 HOURS IN ADVANCE. ANY SERVICE DOWNTOWN SHALL NOT OCCUR DURING SCHOOL HOURS. DBE SHALL BE RESPONSIBLE FOR FOR ENSURING THAT ALL LOW VOLTAGE SYSTEMS ARE COMPATIBLE & ARE COMPLETE & OPERATIONAL. DBE SHALL PERMANENTLY TAG ALL CONDUCTORS IN EA ELECTRICAL & LOW VOLTAGE SYSTEM AS REFERENCED IN THE SPECIFICATIONS. ANY SURFACE MTD EXPOSED CONDUIT IN VIEW OF THE PUBLIC SHALL BE PAINTED TO MATCH THE FINISH OF THE SURFACE TO WHICH IT IS MTD WITH TWO (2) COATS OF PAINT. ALL EXT SURFACE MTD EXPOSED CONDUITS ARE TO BE PAINTED W/ TWO (2) COATS OF WEATHERPROOF LATEX PAINT. DBE TO PROVIDE ALL CONDUIT ONLY (CO) INFRASTRUCTURE WITH A 3/16" NYLON PULL ROPE. LABEL PULL ROPE AT EACH END W/ THE LOCATIONS OF ORIGIN & TERMINATION. IN INSTANCES WHERE A CONFLICT BETWEEN THE ELECTRICAL DWG & THE SPECIFICATIONS FOR THE PROJECT EXISTS, THE DBE SHALL ADHERE TO THE MORE STRINGENT REQ. ELECTRICAL DWG ARE DIAGRAMMATIC. AS SUCH, ALL ELECTRICAL EQUIPMENT LOCATIONS, CONDUIT ROUTING, ETC ARE NOT PRECISE & SHALL BE COORDINATED, VERIFIED, & DETERMINED IN THE FIELD. DBE TO INSTALL ALL ELECTRICAL EQUIPMENT & ROUTE ALL CONDUITS IN LOCATIONS WHICH MEET CODE REQ FOR ACCESSIBILITY/MOUNTING & DO NOT INTERFERE W/ ANY BUILDING STRUCTURES, UTILITIES, OR OTHER TRADE EQUIPMENT. ALL EXG SITE RELATED ELECTRICAL EQUIPMENT (I.E. UNDERGROUND UTILITIES, DUCTS, STRUCTURES, PULL BOXES, ETC.) LOCATIONS ARE DIAGRAMMATIC IN NATURE & ONLY REFLECT APPROXIMATE LOCATIONS, QUANTITIES, &/OR ROUTING INFORMATION. ALL REFERENCED INFO HAS EITHER BEEN SURVEYED, REPORTED BY THE OWNER/OWNERS REP, AND/OR REFERENCED ON AN AS-BUILT RECORD DOCUMENTS. ALL EXG ELECTRICAL EQUIPMENT REFERENCED ON THESE DWG IS TO BE FIELD VERIFIED BY THE DESIGN-BUILD ENTITY PRIOR TO COMMENCEMENT OF BY ACCEPTING THESE PLANS OR PROCEEDING WITH ELECTRICAL SCOPE OF WORK, AGREES TO ACCEPT LIABILITY & SHALL RENDER THE ENGINEER OF RECORD HARMLESS FOR ANY ELECTRICAL EQUIPMENT NOT REPORTED TO THE ENGINEER DURING THE DESIGN PROCESS. THE CONTRACT TO TAKE THE REQ PRECAUTIONARY MEASURES TO ENSURE ALL EXG ELECTRICAL EQUIPMENT IS PROTECTED IN PLACE. ANY EXG BUILDING STRUCTURES OR SURFACES DAMAGED BY DEMOLITION OR DURING INSTALLATION ACTIVITIES SHALL BE REPAIRED, PATCHED, AND/OR REFINISHED TO THE SATISFACTION OF THE OWNER. ALL EXG ELECTRICAL EQUIPMENT INDICATED TO BE DEMOLISHED SHALL BE REMOVED ENTIRELY & ALL AFFECTED SURFACES OR STRUCTURES SHALL BE REPAIRED, REPLACED, AND/OR REFINISHED TO MATCH THE ADJACENT SURFACES OR DAMAGED ITEM(S). FOR CLARITY ONLY RECONSTRUCTION OR NEW WORK RELATED ELEMENTS & SELECT EXISTING FACILITIES SPECIFICALLY REQ COORDINATION W/ ANY NEW WORK. ALL CONDUITS, BOXES, SURFACE MTD RACEWAYS, SUPPORT DEVICES, & ASSOCIATED FITTINGS SHALL BE MTD IN CONCEALED LOCATIONS ABOVE CLG, DUCTS, TRUSSES, BEAMS, ETC IN AREAS WHERE A CONCEALED MTG LOCATION IS NOT AVAILABLE EQUIPMENT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACES. ANY PENETRATIONS BY CONDUITS OR OTHER ELECTRICAL EQUIPMENT THROUGH A FIRE RATED WALL - WHETHER EXG OR NEW - SHALL MAINTAIN THE APPROPRIATE FIRE RATING BY SEALING THE PENETRATION W/ THE APPROPRIATE UL-LISTED FIRE-STOP MATERIAL/SYSTEM. DESIGN-BUILD ENTITY SHALL PREPARE & SUBMIT THE FOLLOWING CALIFORNIA ENERGY COMMISSION T-24 CERTIFICATE OF ACCEPTANCE LTG-1-1, PARTS 1, 2, & 3; LIGHTING CONTROL LTG-2-A; AND/OR AUTOMATIC DAYLIGHTING CONTROL LTG-3-A, AS THEY APPLY TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. ALL INFO REFERENCED IS PRELIMINARY IN NATURE & DOES NOT REPRESENT FINAL DESIGN DOCUMENTS. ALL INFO & REQ RELATIVE TO UTILITY INFRASTRUCTURE SHALL BE COORDINATED, VERIFIED, & INSTALLED PER FINAL UTILITY COMPANY DESIGN DOCUMENTS. ROUTING OF ALL CONDUIT SHALL BE COORDINATED IN THE FIELD & CONFIRMED BY ENGINEER & ARCHITECT. COORDINATE ALL CONDUIT ROUTING, ELECTRICAL DEVICE LOCATIONS, PULL BOX LOCATIONS, ETC W/ LANDSCAPE PLANTING PLANS TO AVOID CONFLICTS W/ TREES, SHRUBS, ETC. ALL CONDUCTOR & CABLE RUNS ARE TO BE CONTINUOUS. NO CONDUCTORS OR LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT ONE. ALL CONDUCTORS & LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT TWO & TERMINATED INSIDE OF THE BUILDING. ALL CONDUIT SHALL BE PROVIDED W/ PROPERLY SIZED PULL STRING PER UTILITY COMPANY STANDARDS. ALL EQUIPMENT MTD OUTDOORS SHALL BE INSTALLED IN A WEATHERPROOF NEMA 3R ENCLOSURE. SEE ARCHITECTURAL/LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULL BOXES, MANHOLES, OTHER ELECTRICAL DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES & CONDUIT ROUTING W/ LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. PROVIDE CONCRETE ENCASEMENT FOR ALL TRENCHES W/ MORE THAN THREE (3) CONDUITS. ALL UTILITY CONDUIT SHALL BE ENCASED PER UTILITY COMPANY REQUIREMENTS. ADDITIONAL NOTES RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL GENERAL NOTES E0.02 33236 Checker Page 177 of 256 Page 178 of 256 Page 179 of 256 WDDW REF.MW CM HOSESTORAGETVTVMIRROR COMP MB TVPRINTER PRINTER TV COMP COMP COMP COMP WH EXTRACTORDRYINGRACKCOMP.RH.TVAC TV MBREF.ICE CGCGCGCGCGCGCG CG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGWPWP WPWPWP WPJCLNGCLNG CLNG JJ J JJ J WPWP J JCLNGCLNGCLNGCLNG CLNG 1 A 23456 B C D E F 7 8 E2.01 1 MDF E-1404 E-1401 E-1405 E-1405 E-1405 E-1403 E-1402 E-1401 E-1406 3 4 E MSB UGPS PP MP LP LCPATS-1 SP FUTURE SOLAR RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL POWER PLANS E2.01 33236 Checker KEYNOTES ITEM DESCRIPTION E-1401 PROVIDE ELECTRICAL CONNECTION TO OVERHEAD DOOR MOTORS AND CONTROL SWITCH. COORDINATE WITH MANUFACTURER FOR POWER REQUIREMENTS. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO ROUGH IN AND INSTALLATION. E-1402 PROVIDE ELECTRICAL CONNECTION TO WIRELESS REPEATER. COORDINATE WITH CITY/ MANUFACTURER FOR POWER REQUIREMENTS. MOUNT REPEATER AT 16' AFF. COORDINATE LOCATION OF STUB UPS WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1403 PROVIDE ELECTRICAL CONNECTION TO GPS REPEATER. COORDINATE WITH CITY/ MANUFACTURER FOR POWER REQUIREMENTS. MOUNT GPS REPEATER AT 12' AFF. COORDINATE LOCATION OF STUB UPS WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1404 PROVIDE ELECTRICAL AND DATA CONNECTION TO FIRE ALERTING SCREEN. COORDINATE WITH MANUFACTURER FOR POWER AND DATA REQUIREMENTS. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1405 PROVIDE ELECTRICAL CONNECTION TO CORD REEL ASSEMBLY. MOUNT CORD REEL AT 10' AFF. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1406 PROVIDE ELECTRICAL CONNECTION TO CORD REEL ASSEMBLY FOR PLYMOVENT . COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. 1/8" = 1'-0"051 - FLOOR - POWER 1/4" = 1'-0"11 - FLOOR - POWER - Callout 1 Page 180 of 256 WP WP J J 1 A 23456 B C D E F 7 8 TYP. E-1501 TYP. E-1502 TYP. E-1601 TYP. E-1601 TYP. E-1601 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL MECHANICAL POWER ROOF PLANS E2.13 33236 Checker 1/8" = 1'-0"052 - FLOOR - POWER / MECH KEYNOTES ITEM DESCRIPTION E-1501 PROVIDE DUPLEX GFI RECEPTACLE WITH WEATHER RATED COVER. E-1502 PROVIDE ELECTRICAL CONNECTION TO ANTENNA SUPPORT AND RADIO CONNECTIVITY VIA UNISTRUT. COORDINATE WITH CITY FOR REQUIREMENTS AND EXACT LOCATION. E-1601 ALL MECHANICAL EQUIPMENT TO HAVE A DISCONNECT OR MOTOR RATED SWITCH. COORDINATE WITH MANUFACTURER FOR INFORMATION. Page 181 of 256 "MSB-SE" 800 AMPS, 120/208V, 3∅-4W AIC RATING 65kAIC, 100% RATED CM 1" C, #3/0 AWG CU. GROUND PER NEC 250-50, 250-52 (A1-3), 250-53(C&D) 1#3/0 AWG CU. EQUIPMENT BOND PER NEC 250-102(c) 1" C, #3/0 AWG CU. BOND TO COLD WATER PIPE PER NEC 250-104(A) T (N) UTILITY TRANSFORMER OUTDOOR PAD-MOUNTED PROVIDED BY PG&E REQUIREMENTS M 225AF 200AT 3P 3 SPD 225AF 200AT 3P 6 SWITCHBOARD "MSB" 800 AMPS, 120/208V, 3∅-4W AIC RATING 65kAIC, 100% RATED UGPSMETER/MAIN 800AF 800AT 3P LSIG/BIDIR. 2 150AF 125AT 3P 800AF 800AT 3P 7 81 9 225AF 200AT 3P 4 225AF 200AT 3P 5 225AF 225AT 3P 30AF 20AT 3P 225AF 225AT 3P 600AF 600AT 3P FUTURE PV READILY CONNECTION "ATS-1" 800A 120/208v BYPASS/IOSOLATION AUTO TRANSFER SWITCH 350kW/438kVA DIESEL GENERATOR 120/208V,3∅-4W, NEMA 3R 1#3/0 AWG CU. EQUIPMENT BOND PER NEC 250-120(C) 1"C-#3/0 AWG CU. GROUND PER NEC 250-50, 250-52 (A1-3), 250-53 (C&D) 1"C-#3/0 AWG CU. BOND TO COLD WATER PIPE PER NEC 250-104(A) 800A 3P-100% RATED LOAD BANK 350KW/ 438KVA 800A 3P-100% EG 72HR - BELLY TANK GRD GRD GFP SP PANEL MP PANEL LP PANEL PP PANEL MDF PANEL 10 11 30AF 30AT 3P SPACE 12 SPACE###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 12" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL SINGLE LINE DIAGRAMS E5.00 33236 Checker Page 182 of 256 J:\33000\33236\DOCS\001 Project Information\00\Basis of Design IRVINE • SACRAMENTO • SAN DIEGO • SAN JOSE • DALLAS • SAN ANTONIO City of Gilroy Santa Teresa Fire Station 100 % S D / BRIDGING DOCUMENTS BASIS OF DESIGN April 03 , 202 6 City of Gilroy Gilroy , California Project No: C 33236 Developed by: LPA, Inc. Page 183 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 1 Page 1 PROJECT T EAM Owner : Construction Manager: City of Gilroy 7351 Rosanna Street Gilroy, CA 9 2618 P: 408.846.0277 Griffin Structures, Inc. 1 Technology Dr, Building I, Suite 82 9 Irvine, CA 92618 P: 949.497.9000 Architect: Landscape Architect : LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 Structural Engineer: Civil Engineer : LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 Mechanical / Plumbing Engineer: Electrical Engineer / Lighting: LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 LPA, INC. 5301 California Ave . Suite 100 Irvine, CA 92617 P: 949.260.1001 Geotechnical Engineer: Geocon Consult ants, Inc. 6671 Brisa Street Livermore, CA 9 4550 P: 9 25.371.5900 Geocon Project No. E9213-04 -06 Page 184 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 2 Page 2 001 SUMMARY OF WORK A. GENERAL DESCRIPTION T he Project consists of a new 6,500 – 7,000 square foot one -story , all-electric fire station building which include s two fire truck bays, administrative offices , individual dormitory rooms , kitchen , shared living area, fitness and support spaces on a n approximately 1.3 6 acre site at the southeast corner of West Luchessa Avenue and Miller Avenue in Gilroy, CA. The project address provided at this time is 1330 West Luchessa Avenue. Site improvements include secure d staff parking , public/visitor parking , an emergency generator, a roofed trash enclosure, perimeter wall, and vehicular gates. There are 2 alternates included as part of this Project ; see list on Drawing Sheet G0.20 . B. DESIGN -BUILD NOTES 1. These bridging documents establish the basis of design for the project. Items shown, depicted, described, suggested, implied, referenced, or otherwise conveyed in any manner within these documents shall be incorporated into the D esign -B uild E ntity’s (DBE ) final design, engineering, and construction without additional cost to the C ity. The DBE shall resolve all discrepancies, omissions, schematic details, or conflicts in a manner consistent with the owner’s program, spatial, and functional intent, whether expressly shown or implied in the bridging documents. At no point shall the DBE ’s final design omit, reduce, substitute, or alter any space, furnishing, system, feature, or element depicted, described, referenced, or otherwise conveyed in the bridging documents, except with the prior written approval of the City or Constr uction Manager specific to said item, and such approval shall not constitute grounds for additional compensation or time unless expressly authorized in writing by the C ity. Where discrepancies exist among the bridging documents, the DBE shall assume and carry the most stringent and comprehensive interpretation of the requirement and shall not have grounds to request additional compensation or time for doing so. The DBE shall not rely upon the preliminary nature of these documents to assert claims for additional compensation or time. The DBE is solely responsible for ensuring that the final design is fully compliant with all applicable codes and requirements of authorities having jurisdiction, constructible, coordinated across all disciplines, and consistent with the owner’s program intent. Utility layouts depicted in the bridging documents are diagrammatic only. The DBE is fully responsible for finalizing the design, engineering, and coordination of all utility services directly with the provider, including submitting complete applications and securing approvals and permits from the serving utilities and authorities havi ng jurisdiction (permit fees to be paid by the C ity). 2. The DBE shall ensure that all utility services are designed, coordinated, and installed in a manner that meets the project schedule and supports timely occupancy.in the event of conflicts between these documents, the interpretation most consistent with the owner’s program intent shall govern. The DBE shall provide all design, labor, materials, equipment, supervision, and systems required to furnish and install the project consistent with these requirements. No omission or ambiguity in the bridging documents shall relieve the DBE of its obligation to deliver a complete, fully functioning, and code -compliant facility. For purposes of this disclaimer, “bridging documents” means all plans, specifications, basis of design narratives, reports, and exhibits issued by the owner as part o f the procurement package. 3. These Criteria/Bridging Documents: (a) reflect a design that is preliminary, incomplete, and conceptual in nature; (b) will undergo material development and change as the design is refined into Construction Documents by others; (c) contain unresolved desig n issues that may impact the Cost of the Work and the Project schedule; and (d) were prepared solely for the purpose of establishing the basis of design for further design development. The Design -Builder shall include appropriate contingencies and other al lowances for changes to the Cost of the Work or Project schedule resulting from evolution of the design, cost estimating, Owner changes, changes required by authorities having jurisdiction, constructability reviews, trade subcontractor input, and other Page 185 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 3 Page 3 circumstances (expected and unexpected) that may impact the cost or time required to perform the Work. 4. The contents of the RFP package are included with product references for use as the basis of the Design -Build Entity (DBE) to use as the basis for system selection and design. Alternate products and systems will be considered for the savings value, system performance and aesthetic. Proposed alternates shall be provided at the time of bid for evaluation by the owner, owner's representative and the architect. C. AREA SUMMARY Building Area: 6,687 SF Covered Area + Roof Overhang: 2,252 SF (Building Dept. Area 8,939 SF) Site Development: ± 1.36 AC The Main Building construction is Type V -B, fully sprinklered according to NFPA 13 D. OCCUPANCY TYPE Nonseparated Occ upanc ies including B, R -2 & S-2 E. PROJECT DELIVERY METHOD Design /Build is the delivery method for th e project . F. AHJ PROCESSING REQUIREMENTS 1. DBE is responsible for obtaining necessary permits on all aspects of the project including grading, building (c ity , cou nty & HCD), utilities , CARB, etc. for the entirety of the project. G. ALTERNATES 1. See list of Alternates on Drawing Sheet G0.20. END OF SUMMARY OF WORK SECTION 002 CODES AND STANDARDS A. GENERAL DESCRIPTION This Project will comply with 1) all the current building codes in the State of California and American Disabilities Act and 2) in accordance with the Essential Services Seismic Safety Act The project shall be designed to the current edition o f the adopted Title 24 C.C.R. codes expected to be the 2025 editions. B. MUNICIPAL / STATE BUILDING CODES AND STANDARDS • California Building Standards Administrative Code, Title 24 C.C.R., Part 1 • California Building Code (CBC), Title 24 C.C.R., Part 2 • California Residential Code (C R C), Title 24 C.C.R., Part 2 .5 Page 186 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 4 Page 4 • California Electrical Code (CEC), Title 24 C.C.R., Part 3 • California Mechanical Code (CMC), Title 24 C.C.R., Part 4 • California Plumbing Code (CPC), Title 24 C.C.R., Part 5 • California Energy Code, Title 24 C.C.R., Part 6 • California Fire Code (CFC), Title 24 C.C.R., Part 9 • California Green Building Standards (Calgreen), Title 24 C.C.R., Part 11 • California Referenced Standards, Title 24 C.C.R., Part 12 • ADA Standards for Accessible Design • Title 19 C.C.R., Public Safety, State Fire Marshal Regulations • Gilroy City Code, current through Ordinance 2025 -11, passed December 8, 2025 C. PARTIAL LIST OF APPLICABLE STANDARDS • ASHRAE Standard Ventilation • ASHRAE Standard Thermal Comfort • NFPA 13 Automatic Sprinkler Systems (CA Amended) • NFPA 14 Standpipe Systems (CA Amended) • NFPA 20 Stationary Pumps • NFPA 24 Private Fire Mains (CA Amended) • NFPA 72 National Fire Alarm Code (CA Amended) • NFPA 80 Fire Door and Other Opening Protectives • NFPA 2001 Clean Agent Fire Extinguishing Systems Reference Code Section for NFPA Standards. See Chapter 35 for the State of California Amendments to NFPA Standards. D. LEED None required. END OF CODES AND STANDARDS SECTION 003 - SITE PLANNING A. EXISTING SITE The project site is approximately 1.36 acres within the City of Gilroy , County of Santa Clara . It is a vacant lot with some vegetation. There is a grade difference of approximately 8 feet from the southwest corner of the site to the northeast corner. The site is surrounded by an undeveloped residential lot to the south and east , and existing street improvements to the west and north. Cad files of the existing topography and the surrounding street improvements were provided by the City of Gilroy. A d raft g eotechnical investigation report was prepared by Geocon Consultants, Inc., Project No . E9213- 04 -06 dated January 09, 2026. The project proposes to utilize City of Gilroy standards for onsite improvements (if applicable). Offsite improvements are not anticipated. Page 187 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 5 Page 5 B. DEMOL ITION Clear and grub existing vacant lot and remove existing vegetation. C. GRADING/EARTHWORK Refer to the Draft G eotechnical Investigation R eport for over -excavation, pavement sections, and utilities trenching and bedding recommendations . Proposed grades shall support the building access, fire apparatus road, parking circulation, and drainage designs. Along ADA accessible path -of -travel, longitudinal grades shall not exceed 5%, and cross slopes shall not exceed 2%. ADA accessible ramps into the building shall meet the requirements of the 2022 Access Compliance Advisory Manual. Hardscape areas adjacent to buildings shall be sloped 2% maximum away from the building. Planting areas adjacent to buildings shall be sloped 5% minimum away from the building. D. EXTERIOR IMPROVEMENTS 1. Parking lot will be paved in asphalt. Thickness of asphalt pavement and base material shall be per Geotechnical Engineer’s recommendation. 2. Onsite hardscape will include curb, gutter, vehicular concrete paving and pedestrian concrete paving. Pedestrian and vehicular concrete paving will be Portland Cement paving. Thickness of concrete pavement and base material shall be per Geotechnical Engine er’s recommendation. 3. Finish on concrete to be medium broom and Top Cast. Include both natural gray concrete and integral colored concrete by Davis Color. Speed dowels should be from Sika Corporation. Provide dowel connections at all exterior doors. Include mix designs. All con crete to be sealed with lithium - based sealer. 4. ADA detectable warning tiles (12” x12” precast concrete tiles from Wausau Design ) and pavement markings are to be installed. Parking lot pavement markings are to be water emulsion -based traffic paint. 5. MOTORIZED GATE OPERATOR Provide a HySecurity SlideDriver II SD50 for the gate operator. Provide photo -eye safety beams, edge sensors in -pavement traffic loops, and other safety and security features per UL325. Gate to be custom tubular steel with expanded metal inserts and painted with a high -performance coating. Expanded metal inserts basis of design: APEX01 Expanded Mesh by Amico Architectural Metals. Keypad access at south entry. 6. TUBE STEEL GATES Tubular Steel Gates : 2” x 2” x 12ga. g ate frame and rails with expanded metal inserts (basis of design: APEX01 Expanded Mesh by Amico Architectural Metals ). 6 ’ height, 4X4X1/4” fence and pedestrian gate posts;. Powder coat finis h. Color: Black Stone (MP33348) by Matthews Paint Company. All egress swing gates to have accessible hardware with ¼” thick plate and panic hardware. 7. EMERGENCY GENERATOR AND TRASH ENCLOSURE GATES 3” x 3” x 1/4” Steel L frame with expanded metal inserts (basis of design: APEX01 Expanded Mesh by Amico Architectural Metals) for 5’ wide leafs. 2 high -capacity hinges (Brookfield i -8500 series) per leaf, Polyurethane coating system . Page 188 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 6 Page 6 8. SITE FURNISHINGS a. Flagpoles, 30 -foot tall, internal halyard and clear anodized finial ball from American Flagpole. Flag to be 5’x8’ b. Bike racks, Landscape Forms, Ring rack, stainless steel, embedded. c. Bike Locker, Dura Bike Locker, model DL 2 locker, powder coated, U -Lock/padlock handle. Provide space for two bikes. d. Dining Table (OFOI) – Landscape Forms Steelhead Table, powdercoat finish e. Dining Chairs (OFOI) – Landscape Forms 21 Chair 9. PEDESTRIAN LIGHTING See Lighting BOD. 10. PLANTING PREPARATION Scrape and stockpile upper 12” of topsoil. Amend all planting areas as recommended by Agronomic Soil Test results. 11. LANDSCAPE IRRIGATION SYSTEM Rain Bird 1800 -SAM -PRS series spray heads with 5F -B bubblers for all trees located within shrub areas, provide two bubblers per tree. Rain Bird EFB -CP -PRS -D valves for all non - drip valve assemblies. Rotor heads shall be Hunter I -20 and Hunter I -25. Rain B ird XCZ series drip valve assemblies for all drip valves. KBI swing and spring check valves used when elevation difference exists between valves and zones, check valves shall also be used as required to prevent low head and low area drainage. Rainbird Smar t Irrigation Controller with rain shut -off device. Data Industrial flow sensor at POC with Superior Model 3100 series master control valve. Toro DL200 drip tubing within all shrub planters. 3M DBR/Y -6 wire connectors for all wire connections. Sheathed #12 detection wire to be include d along main line runs. 12. LANDSCAPE PLANTING 48” box trees and 36” box trees. 15 -gallon, 5 -gallon, and 1 -gallon shrubs. Root barriers from Deep Root - UB24 -2. Duckbill anchoring system/triple stake trees. 3” layer of shredded bark mulch from Whittier Fertilizer. Bioretention soil, (Sandy Loam) 18” dee p and percolation rate of 5 in/hour minimum from TMT Enterprises . 13. LANDSCAPE PLANTERS Basis of design: Kitsap Aluminum Modular Planter Walls by T ournesol. Finish : Powder -coat metal . Color : Pitched Satin. 14. SITE HANDRAILS Provided as required by code and per plan. Color: Black Stone (MP33348) by Matthews Paint Company. 15. COBBLE: 4”-6 ” river rock as required at bio retention planter pipe outfalls and drain inlets . 16. LANDSCAPE MAINTENANCE 90 -day maintenance period. 0 17. SUB -DRAINAGE SYSTEMS 9”-12” drains provided for all landscape areas. Page 189 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 7 Page 7 E. WET UTILITIES 1. Water Service There will be a new water service connection to the existing waterline in Luchessa Avenue. New water meter and reduced pressure backflow preventer shall be installed. A new 3-inch domestic water line will be connected to the existing domestic water lateral in Luchessa Avenue. Service will be extended to the new plumbing POC at the proposed building and the trash enclosure area . Domestic water pipes shall be PVC (SCH 80) for pipes sizes smaller or equal to 3” and PVC (DR -18) for 4” and up. Gate valves and thrust blocks shall be installed per City of Gilroy Water Department standards. 2. Fire Water Service There will be a new fire water service per the City of Gilroy Fire Department for the project. A 4 -inch fire line is proposed and connected to the existing 4 -inch fire water lateral in Luchessa Avenue. One double detector check assemblies with a 2-way fire department connection (FDC ) will be installed. One fire hydrant with 1-4” and 2 -2.5” outlets is also proposed. Fire water pipes shall be C900 PVC (DR -14). 3. Sanitary Sewer System A new sanitary sewer service lateral will be connected to the existing 4 -inch sewer lateral behind the sidewalk in Luchessa Avenue. It is assumed that this existing sewer has the capacity to receive sewer flow generated from the proposed development and is deep enough so that gravity flow can be maintained. The roofed trash enclosure runoff will be directed to the onsite sanitary sewer system. Wash water from the exterior vehicle washdown area will be directed to a sand/oil separator before discharging in to the onsite sanitary sewer system via a Fox Drain system . Sanitary sewer pipes shall be PVC (SDR 35) installed with slopes equal to or greater than 1 percent minimum. Sewer cleanouts shall be installed at changes in pipe direction and at intervals of 100 feet maximum. 4. Storm Drain System Stormwater treatment shall comply with the City of Gilroy requirements and C.3 Stormwater Handbook . Hydromodification is anticipated because of the increase in impervious areas from the existing condition. Since i nfiltration is feasible based on the percolation test results shown in the Geotechnical Report , bioretention basins without underdrains are proposed to allow some storage and infiltration into the native soil. Location of these basins such as setbacks from the Right -of -Way, Structure’s footing etc., has to be reviewed and approved by the Geotechnical Engineer . Other infiltration BMP s such as subsurface infiltration systems utilizing underground pipes or vaults to store and infiltrate runoff can also be an a lternative. The proposed development will capture the majority of the storm runoff through drain inlets and catch basins. Drain inlets/catch basins will be installed at various locations in the landscaped areas. Runoff will be treated through infiltration BMPs before discharging into the existing public storm drain system in Luchessa Avenue. Page 190 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 8 Page 8 Storm runoff from the exterior vehicle washdown area will be directed to the onsite storm drain system with a Fox Drain system. Onsite storm drain conveyance shall be PVC SDR 35 for pipe sizes 4” to 10” and HDPE for pipe sizes 12” and up. Drain inlets shall be precast concrete or HDPE and will range from 6 -inch round to 24” square grates. Planter drains shall be 4 -inch or 6 -inch ro und black atrium drains. Storm drain cleanouts shall be installed at changes in pipe direction and at intervals of 100 feet maximum. Drain basins shall be installed in lieu of cleanouts for pipes larger than 12”. F . E ROSION CONTROL BMP’s (Best Management Practices) and erosion control requirements will be stipulated on the Erosion Control Plan, to be prepared by the design consultant. Since the limits of disturbance exceed 1 -acre, a Storm Water Pollution Prevention Plan (SWPPP) will be required, to be prepared by the design consultant. The Design -Build Entity shall be required to employ the services of a Qualified SWPPP Practitioner (QSP). The QSP shall be required to download copies of the approved SWPPP from the State and will be responsible for implementation and enforcement of the SWPPP and the Erosion Con trol Plan during construction. Within 90 days of construction completion, the Design -Build Entity 's QSP shall electronically file a Notice of Termination, NOT, to the State Water Board's SMARTS system. END OF SITE PLANNING SECTION 004 STRUCTURAL SYSTEMS A. GENERAL 1. The building must be designed to meet the requirements for an essential services building (risk category IV) as required by the 2025 CBC. While the below provides suggested structural systems, the design team is responsible for choosing a system that adequately addresses the final design with consideration of long -term serviceability and structural durability. Wood structural systems ar e not considered an acceptable alternative. B. GRAVITY SYSTEMS 1. Foundation System Refer to the owner -provided , draft geotechnical investigation report by Geocon Consult ants Inc., Project No . E9213-04 -06 dated January 09 , 202 6 . The building may be supported by shallow foundations designed to allowable pressures provided in the geotechnical report. However, the final building layout and loading should be evaluated by the geotechnical engineer to ensure the recommendations provided in the report are adequate. The ground floor slab -on -grade is expected to be a conventional reinforced 5” slab -on -grade typical and 10” thick in the apparatus bays but should be confirmed by the structural engineer. Page 191 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 9 Page 9 2. Framing System It is anticipated that the roof framing will be constructed out of light -gauge steel and structural steel supporting metal deck. However, alternative framing systems may be chosen based on the final layout and design of the new building and should include consideration of life -cycle costs, resilience, and constructability. Wood construction is not an acceptable alternative. C. LATERAL SYSTEMS The primary lateral system is anticipated to be light -framed metal framing with steel sheets or Special Steel Moment Frames. However, alternative framing systems may be chosen based on the final layout and design of the new building and should include consideration of life -cycle costs, resilience, and constructability. Wood construction is not an acceptable alternative. D. NONSTRUCTURAL COMPONENTS Nonstructural components are to be designed and anchored per the requirements of the 2025 CBC and ASCE 7 -22 Chapter 13. All architectural, mechanical, electrical, plumbing, fire protection , audio/visual systems , etc., must be anchored per code requirements and utilizing an importance factor equal to 1.5. E. LOAD S LIVE LOADS Per CBC, Section 1607. WIND LOADS Per CBC, Section 1609 Risk Category IV LOAD COMBINATIONS Per CBC, Section 1605 SEISMIC LOADS Per CBC, Section 1613 Page 192 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 10 Page 10 SEISMIC LOADS DESIGN FACTORS (PER GEOTECHNICAL REPORT) S s 1.83g S 1 0.68 g S DS 1.32g S D1 1.34g Site Class D efault Risk Category IV Importance Factor, I 1.5 F. MATERIAL PROPERTIES 1. Concrete: All Structural concrete mixes shall be Type II/V cement. All structural concrete shall have a minimum compressive strength at 28 days as follows: CONCRETE Foundations f’c = 4,000 psi minimum (145 pcf) Concrete on metal decks f’c = 3,000 psi minimum (115 pcf) Slab -on -Grade f’c = 4 ,000 psi minimum (145 pcf) Columns, Slabs, Beams & Shea r Walls f’c = 4,000 psi minimum (145 pcf) (145 f ) 2. Structural Steel: All Structural steel shall be ASTM A992, Grade 50, unless noted otherwise. STRUCTURAL STEEL Steel Angles and Channels ASTM A 992 , Grade 50 (Fy = 50 ksi) Structural Tubes (Rectangular and Round) ASTM A500, Grade C (Fy = 50 ksi) Structural Pipes ASTM A53, Grade B (Fy = 35 ksi) Page 193 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 11 Page 11 BOLTS Structural Bolt Bolt connections shall be A325X bolts unless noted otherwise. Gravity Column Anchor Bolts ASTM F1554, Grade 36 Seismic Column Anchor Bolts ASTM F1554, Grade 55 ELECTRODE STRENGTH E80XX (Reinforcing Steel) E70XX (Structural Steel) END OF STRUCTURAL SYSTEMS SECTION 005 BUILDING EXTERIOR A. EXTERIOR WALL S 1. Exterior walls shall conform to structural engineering criteria for framing . All framed exterior wall s shall have full thickness batt insulation with 1" foil faced polyiso continuous insulation (CI) with 16 GA Zee girts with 5/8" exterior gyp sheathing at the exterior wall face , or equal. Exterior wall assemblies shall have R 21 min insu lation. 2. CMU w all construction b asis of d esign: a. Manufacturer: Orco Block b. Product: 8 x4x16 Shot Blast Block c. Finish: Indio Gray 3. CMU wall mounted signage: a. 10” high metal pan channel letters for building identification . b. Color: Black Stone (MP33348) by Matthews Paint Company. 4. Exterior Plaster. Design based on smooth texture applied over metal lath. Plaster system basis of design: Parex Armourwall 300 Krak -Shield with WaterMaster a. WRB : WeatherSeal Spray & Roll -on b. Plaster Slip Sheet : Building paper, JumboTex 60 min. c. Base Coat : Parex Fiber -47 d. Admixture : Parex Adacryl e. Primer : Parex PrimeShield f. Coating : Parex DPR Coating g. Finish : Parex Image Smooth (VE Alternate - Parex DPR Standard Finish 533 Sand Smooth.) h. Paint Color: Reserved White (SW7056 ) by Sherwin Williams . i. System Warranty: 10 y ears min. Page 194 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 12 Page 12 5. Aluminum window wall & storefront system s . Factory finish Arcadia. Pre -finished f rame color: (AB -8) Black. a. Glazing (GL -1) basis of design : High performance Low -E insulated glazing (1” thick): U=0.29, SHGC=0.24, Viracon VZRE1 -46 or similar. b. Storefront System basis of design : Arcadia System AFG451T (2 ”x4 1/2” Offset Glazing) c. Operable Casement and Fixed Window system basis of design : Arcadia System T 200 E . B. ROOF 1. Roofing assembly basis of design is metal roof over roof underlayment over the roof deck assembly . a. Manufacturer: AEP S pan Span -lok with SpanSeam 180 O Seam, 12” coverage, 22 GA , b. C olor: Cool Matte Black , c. F inish: F luropon. d. Roof underlayment: AEP Span “Underlayment HT”, 2. Roof mechanical wells: Fully adhered single -ply PVC roof over roof deck assembly . Roof covering Fire Resistance Classification: Class A. California Cool Roof System insulation thermal value (R) minimum of 30 using rigid insulation . Sarnafil G410-18 Feltback fiberglass reinforced membrane . 3. Manufacturer will supply to the owner a 30 years non -dollar limit edge warrantee. Warrantee must be non -pro -rated and must cover all labor and all material installed from the deck up. 4. Flashing, fascia, gutter assembly and miscellaneous roof metals to be prefinished to match Black Stone (MP33348) by Matthews Paint Company. 5. Min R value at roof: R30 C. DOORS/FRAMES 1. Exterior Doors a. Entrance doors with sidelight are a 8’-0” tall aluminum storefront window system with 1" insulated glazing . b. Entrance doors to be pre -finished 8’-0” tall aluminum framed doors, with wide stile (5” wide) c. Fire A pp aratus Bay front and rear doors shall be motorized sectional steel doors with Lift Clearance Track , prefinished (equal to Overhead Door Corp. Model 521 with SolarBan 70XL Argon Filled glazing ). 1) Controls for the doors shall be installed in common control panels with controls at two locations for parallel control arrangement. Front doors shall have both individual controls and a single button to open both front doors simultaneously. 2) Motor shall be equal to Overhead Door Corp. Model RSX with the fastest available opening speed for front App Bay doors. 2. Interior Doors a. Interior doors to be 8’-0” tall alumin um knock down frames with solid -core, flush wood, custom grade, closed -grain hardwood veneer face with clear sealer. b. Knockdown door frames to be clear anodized finish. c. Sidelites at interior doors shall have ¼” clear tempered glazing , set in aluminum knock down frame , to match door frames. 3. Door Hardware a. All door hardware shall meet ADA requirements and shall have a brushed aluminum finish or satin chrome finish as available on each item . b. All exterior entrance doors shall have card reader s for access control. c. Doors in stipulated STC rated walls shall be provided with automatic door bottoms. END OF BUILDING EXTERIOR SECTION Page 195 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 13 Page 13 006 BUILDING INTERIOR A. GENERAL DESCRIPTION 1. The building will be designed in accordance with the Essential Services Seismic Safety Act and is classified under Risk Category 4. All detailing for ceilings, millwork, partition types, and equipment installation will be designed to comply with the requir ed increased importance factor (similar to Healthcare or DSA project, not a typical Office project). 2. All interior walls shall be 5/8” Type ‘X’ gyp board with level 4 painted finish, over 4” metal studs typically, unless noted otherwise. a. Provide cement backer board at tile installations. If interior partitions are full height, studs & gypsum board to be on both sides full height, with sound attenuation insulation. b. Provide moi sture -resistant gypsum board in restrooms, shower rooms, and decontamination room where tile is not specified . c. At all Corridor/Hallway walls and other high -traffic locations, gypsum board shall be high - Impact type to 8’-0” min. Corners to be square with corner bead and corner guards to be provided as noted on the Finish Plan . d. Dorm rooms shall be separated from other spaces by providing wall and ceiling construct ion with min 50 STC rating. B. FLOORING FINISH MATERIALS 1. Polished Concrete (PC -1): Location: Dorms, Day Room, Laundry, Kitchen , All Offices, Storage Rooms , Corridors , Restrooms. Specification Requirements: CPC (Concrete Polishing Council) Aggregate Exposure: B . CPC Finish Gloss Finish: Satin Provide PROSOCO "Consolideck System", or equal. DCOF (wet): 0.42 min 2. Polished Concrete (PC -2): Location: Apparatus Bays , Turnou t Gear, Workshop, Medical Storage. Specification Requirements: CPC Aggregate Exposure: ACPC Finish Gloss Finish: Flat Provide PROSOCO "Consolideck System", or equal. DCOF (wet): 0.42 min 3. Sheet Resilient Flooring (RF -1): Location: Shower s / Decontamination Specification requirements: Sheet Width: At least 78 inches wide, Thickness: 0.08 -inch (2.0mm) and 0.12-inch (3.0mm) Shore A Hardness: At least 85, when measured in conformance with ASTM D 2240. Color: Product Options indicated on the Drawings or selected by the Architect. Seaming Method: Heat welded. Weld Rods: Manufacturer’s standard solidified adhesive welding rod. Base: Integral flash cove. Finish: Equal to Altro Aquarius Wet Room Flooring. 4. Rubber Sports Flooring (RB -1): Locations: Weight Room Specification requirement: 24” square x 3/8” thick 2/3 of total area. Equal to Johnsonite Triumph sports flooring. 5. Sealed Concrete (SC -1) Location s : Electrical Room, Fire Riser, and Air Compressor . Page 196 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 14 Page 14 Specification requirements: Concrete sealer shall be a water -based non -staining dissipating translucent resin conforming to ASTM C309, Type 1, Class B , and ASTM C1315, Type 1, Class B Provide Euclid Chemical “Super Aqua -Cure Vox ", or equal. 6. Static Dissipative Flooring with Electrical Grounding (SDT): Location : MDF. Specification requirements: Armstrong Excelon SDT 12” x 12”. C. BASE TYPES 1. Everywhere U.N.O. (B -1) - 4” rubber cove base 2. Apparatus Bays and Turnout (B -2) - 4” Metal cove base 3. Showers / Restrooms (B -3) - 4 -6" coved / bullnose tile base D. WALL FINISHES 1. Eggshell - Gloss Paint (P -1, P -2, P-3) TYP – Eggshell finish , typical; allow for (2) accent colors. Dark wall colors to have Level 5 Finish, all other walls Level 4. Semi -gloss paint at Restrooms. Gloss paint at trim. 2. Porcelain Wall Tile (T -1) – Kitchen –Tile at backsplash, see finish plan for locations . Mfg: Cross ville , Series: Size: 4 ” x 16”. 3. Wall Protection Systems (WP -1) - at Apparatus Bay and Turnout Gear walls. Inpro, Koroseal or C/S Group Acrovyn or equal. 4” to 48” AFF. Include all trim pieces for installation. 4. Shower Wall Panels (WP -2): Locations: Restrooms / Shower s - 8’-0” high at all walls. Altro Prism Decorative S hower Walls. Trim per manufacturer. 5. Mirrors: Fitness room –starting at +4” to +8’ -0” on one (1) wall. Corner Guards (CG) – Provide at each location per plan - 2”x2” Stainless Steel corner guards to 8’-0” high. 6. Acoustical Wall Paneling (AWP -1) – 1” thick Upholstered wall Treatment in the Weight Room and Day Room. Specification by Fabritrak or equal. 7. Janitor closet and Decontamination (FRP) – F iberglass reinforced plastic wall protection panels at all walls , unless otherwise noted. Provide full height. E. CEILING FINISHES 1. ACT -1 Acoustical Suspended Ceiling System: Location : Per Plan Specification requirements: Moderate acoustical performance such as Armstrong Fine Fissured or USG Mars, 2’x4’ with 15 /16” Suspension grids at 10’-0” high. All walls will penetrate grids. 2. Exposed Metal Deck: Location : Per Plan Page 197 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 15 Page 15 Specification requirements: Paint all exposed elements white 3. GYP -1 Gypsum Board Ceilings and Soffits: Location : Per Plan Finish is eggshell paint, match P -1. 4. GYP -2 Water and Mold Resistant Gypsum Board: Location : Per Plan (at Restrooms & Showers , and other wet areas ) Specification requirements: Finish is semi -gloss paint , match P -1. F. CASEWORK 1. Kitchen 104: a. Wood base , upper and tall cabinets, stainless steel countertops with front edge lip to catch water and integral backsplash. Combination adjustable shelves and storage drawers, and custom pull out trash hardware. See Floor Plan for additional casework information. 2. Laundry/Janitor 108: a. P lastic laminate all base and upper cabinets, s olid surface countertops with front edge lip to catch water and integral backsplash. Combination adjustable shelves and storage drawers. 3. Non -rated Corridor 107 : a. Plastic Laminate all base and upper cabinets, Plastic Laminate Tops. Combination Adjustable shelves and storage drawers. 4. All restrooms: a. Restroom countertops , Solid surface with undermount porcelain sink and removable plumbing shield. 5. Dorms 112, 113, 114, 115, and 116: a. Plastic laminate countertop and tall storage closets with clothing rod and adjustable shelves. G. RESTROOM ACCESSORIES 1. Restroom accessories: a. Bobrick or eq. b. Full WIDTH MIRRORS AT SINKS . 2. Phenolic shower benches - ACCESSIBLE AND STANDARD, SHOWER RODS/CURTAINS. 3. Utility shelves in each restroo m. 5” x 16”. H. FIXTURES AND EQUIPMENT 1. See Equipment plan and schedule , OFOI, CFCI as noted. 2. All residential appliances to be Energy Star Certified. 3. Metal Shelving: Per Plan I. ARCHITECTURAL MISCELLANEOUS 4. Window shades: See locations on Equipment / Furniture Plan 5. Metal Shelving: See locations on Equipment / Furniture Plan 6. Marker Boards : See locations on Equipment / Furniture Plan END OF BUILDING INTERIOR SECTION Page 198 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 16 Page 16 007 MECHANICAL SYSTEMS A. GENERAL DESCRIPTION The new mechanical systems for this project are anticipated to be all -electric and will primarily provide conditioning via variable refrigerant flow (VRF) heat recovery condensing units coupled with indoor fan coils serving the various zones. 1. Design Criteria/Design Calculation Guidelines a. Project Location & Climate Gilroy , CA California Climate Zone: 4 Latitude: 37° North Longitude: 121.6° West Elevation: 194’ Cooling Design Temperature: 105°, 70 ° MCWB (0.1%) Wetbulb Design Temperature: 72° (0.1%) Heating Design Temperature: 28 ° (0.2%) b. Indoor Design Conditions, Office Areas People: 250 gross square feet per person Lights: 0.6 0 watts/square foot Equipment: 0.75 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) c. Indoor Design Conditions, Main Entry Lobby People: 100 gross square feet per person Lights: 0.7 0 watts/square foot Equipment: 0.25 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. d. Indoor Design Conditions, Dorm Rooms People: 120 gross square feet per person Lights: 0.40 watts/square foot Equipment: 0.25 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70°F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Interlock: Provide new window sensor for operable window to setback VRF fan coil temperature setpoint when window is in open position. Page 199 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 17 Page 17 e. Indoor Design Conditions, Weight Room People: 100 gross square feet per person Lights: 0.50 watts/square foot Equipment: 0.25 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. Interlock: Provide door sensor for sectional door to reduce HVAC flow and temperature setpoints when door is in open position. f. Indoor Design Conditions, Kitchen People: 40 gross square feet per person Lights: 0.95 watts/square foot Equipment: 1.00 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. g. Indoor Design Conditions, Dining / Day Room Area s People: 35 gross square feet per person Lights: 0.4 0 watts/square foot Equipment: 0.50 watts/square foot Temperature: Summer – 78 °F (± 2°F) Winter – 62 °F (± 2°F) Humidity: No direct humidity control required Ventilation: 30% greater than required by CMC (ASHRAE 62.1) h. Indoor Design Conditions, Laundry /Janitor People: 100 gross square feet per person Lights: 0.45 watts/square foot Equipment: 0.75 watts/square foot Temperature: Summer – 74 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 30% greater than required by CMC (ASHRAE 62.1) Exhaust: Space to be negative relative to adjacent spaces. i. Indoor Design Conditions, Decontamination People: 100 gross square feet per person Lights: 0.45 watts/square foot Equipment: 0.75 watts/square foot Temperature: Summer – 78 °F (± 2°F) Winter – 70 °F (± 2°F) Humidity: No direct humidity control required. Ventilation: 100% OSA Exhaust: 100% exhaust from space sized for 10 air changes per hour. j. Indoor Design Conditions, Turnout Gear Page 200 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 18 Page 18 Lights: 0.45 watts/square foot E xhaus t: 10 air changes per hour Makeup Air : 100% of exhaust air, make -up from gravity intake hoods . k. Indoor Design Conditions, Apparatus Bay Lights: 0.6 5 watts/square foot Exhaust: Direct connections to truck exhaust (Plymovent system, or similar) Makeup Air: 100% of exhaust air, make -up from gravity intake hoods . Heat: Provided by i nfrared heaters (Infratech WD -60, or similar ). l. Indoor Design Conditions, Restrooms Lights: 0.60 watts/square foot Exhaust: Greater of 100 cfm/fixture or 10 air changes per hour Makeup Air: 100% of exhaust air, make -up from adjacent spaces . Restrooms with door sweepers to have transfer boots with ceiling grilles on each side of the full height wall to allow transfer air . 2. Zoning Each fan coil unit (zone ) will be dedicated to a unique room, building orientation, floor level, and interior use. On average, there will be one fan coil zone per 1000 sf. Dorm rooms, offices, and unique uses will have dedicated fan coil zones. Up to three perimeter offices will be served by a single, shared fan coil zone. 3. Energy Conservation Calculations The HVAC design shall utilize the above design criteria as a basis and shall also comply with the 202 5 State of California Energy Code California Code of Regulations (CCR), Title 24 and Building Standards. The performance based “whole building” model compliance approach shall be used. 4. HVAC Equipment The building will be conditioned by a dedicated VRF heat recovery system with ducted and ductless fan coils throughout the various space s. Building ventilation to be provided through an energy recovery ventilator unit. All of the mechanical equipment in the building is anticipated to be on emergency power . Alternate mechanical system types will be considered for the building if the above noted design criteria and zoning conditions can be met. a. Electrical service connections to HVAC equipment will be from dedicated HVAC electrical panels. b. VRF -1: The building will be conditioned by an approximately 12 ton variable refrigerant flow (VR F) heat recovery condensing unit located on the ground near the electrical room . VRF -1, serving the building fan coil units, will consist of a single condensing module with R -32 refrigerant (Daikin, or similar). The module will be independently powered, anchored and externally isolated using neoprene waffle pads (Mason Super W, or similar), and will have a master controller with BACnet compatibility. c. ERV -1: The building will have ventilation and exhaust air provided by a 95 0 cfm energy recovery ventilator unit (Greenheck model ECV , or similar) located on the roof. Ventilation air ducts will be ducted through the building and be coupled with various VRF fan coils in each thermal zone throughout the space. ERV -1 will be paired with VRF-1 fan coils. Return/exhaust air back to the unit shall be fully ducted in the ceiling space via l ow pressure return ducts to the dedicated outdoor air systems where it will pass over the heat recovery core before being exhausted. ERV -1 will include ECM supply and exhaust fans, heat recovery core, MERV 13 filtration, and BACNet controls. Unit should also be mounted on an acoustic vibration isolation curb (Vibrex VIC -EQ, or similar) Page 201 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 19 Page 19 d. VRF Fan Coils (VFC -1 to VFC -11): Each thermal zone in the new building will include a VRF fan coil (Daikin model FXZQ, FXMQ, FXAQ, or equal). The type of fan coil provided in each zone will depend on the requirements of the space – ceiling cassette type for small spaces requiring separate zone control , highwall type for utility spaces with no ceiling, and ducted fan coils for units for large spaces. Each fan coil will have a ventilation air duct coupled with the unit, washable filter (cassettes), MERV 13 filter (ducted units with MERV 13 Air Filter and Cabinet Kit , or similar), factory integral condensate pump s for cassette & ducted un its, field mounted condensate pumps for highwall units (Aspen DACA -CP1-1, or similar), 2-row cooling coil, and BACnet controls . e. Process Cooling Equipment (1-to -1 split systems): Air -cooled mini split systems will provide 24/7 conditioning of MDF and Electrical rooms . Units to use R -32 or R -454B refrigerant. i. FC -1 / CU-1: Electrical 121 will be served by an approximately 3 ton high wall ductless fan coil unit (Daikin FTXV36AVJU9 / RX V 36AVJU 9, or similar). ii. FC -2 / CU -2: MDF 123 will be served by an approximately 3 ton highwall ductless fan coil unit (Daikin FTXV36AVJU9 / RXV36AVJU9 , or similar). iii. FC -3 / CU -3: Decontamination 130 will be served by an approximately 4 ton 100% O/A ducted fan coil unit (Daikin F XMQ48MFVJU / RX TQ48TB VJU B , or similar). This unit will need to be updated to the equivalent R -32 unit as soon as it is available from the manufacturer. iv. Condensing units will be located on the roof . f. Refrigerant Leak Detect ion : Each VRF zone indicated on the plans shall have a VRF refrigerant leak sensor mounted on a wall within 12” of the finished floor level (Macurco model RD-VRF, or similar). g. Multi Port Branch Selector Boxes (BS): The building heat will be provided by the VRF system in conjunction with various BS boxes throughout the space (Daikin model BSQ , or similar). The BS boxe s will be interlocked with the main VRF system and will have control boards to communicate with the VRF main controller . h. Refrigerant Safety Shut -Off Boxes (SOV): The refrigerant piping branches of the VRF system will include safety shut -off boxes to limit the amount of potential R32 refrigerant released into the building in the event of a pipe leak in the system (Daikin model SVA , or similar). The SOV boxes will be interconnected with the main VRF system and will have control boards to communicate with the VRF main controller if they have closed due to leakage being detected . The quantity of SOVs required will be determined by the size of the rooms and the amount of refrigerant in each branch. i. Exhaust Systems: 1. EF -1: Dryer booster fan, approximately 80 cfm, will be provided for the dryer exhaust in the laundry room (Fantech DBF 4XLT, or similar). Dryer to be controlled via a pressure sensor mounted in the ductwork. 2. EF -2: Rooftop exhaust fan, approximately 200 cfm, will be provided for the Turnout Gear exhaust (Greenheck CUE or similar). 3. EF -3: Rooftop exhaust fan, approximately 40 0 cfm, will be provided for the Decontamination room, restroom 131, and storage 128. (Greenheck CUE or similar). 4. EF -4 : Rooftop exhaust fan, approximately 30 0 cfm, will be provided for the drying cabinet in the d econtamination room. (Greenheck CUE or similar). Fan to be interlocked with drying cabinet . 5. Apparatus Bay Vehicle Extraction System (VEF -1): The apparatus bay will be equipped with a vehicle extraction system (Plymovent, or similar). The extraction system shall include the following: (i) Roof mounted exhaust fan (Plymovent model TEV, or similar). Fan to be equipped with a weatherproof enclosure and pressure sensors for fan activation. (ii) A filter housing with MERV 8 pre -filters and 95% final filters Page 202 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 20 Page 20 (iii) One long straight rail in each apparatus bay to run the full length of the bay outfitted with 2 hoses per rail, crab return assemblies, balancer, saddle & hose loop for 25ft 4”Ø hose, pneumatic fill valve and grabber nozzle and complete pneumatic circuit for pa ssive release auto crab/trolley return with safety switch. System to be designed for two apparatuses stored in tandem in each bay with the ability to add a third hose to each rail to be able to store three tandem or remove a hose for a single long app aratus. (iv) Control panel provided to control the vehicle exhaust system. Controls to allow for manual or automatic control of the fan. Control box to also include an alarm device that can be used for status control of the airflow in the exhaust system. j. Gravity Intake Units: 1. IH -1: Rooftop gravity intake hood, approximately 2,0 00 cfm, will be provided for apparatus bay exhaust air makeup (Greenheck GRSI or similar). 2. IH -2: Rooftop gravity intake hood, approximately 200 cfm, will be provided for the Turnout Gear exhaust air makeup (Greenheck GRSI or similar). 3. IH -3: Rooftop gravity intake hood, approximately 200 cfm, will be provided for the Decontamination room exhaust air makeup (Greenheck GRSI or similar). k. Infrared Heaters (IR -1 to IR -6): 1. Infrared heaters to be provided in apparatus bay along sides of apparatus bay (Infratech WD - 60, or similar). A total of 6 heaters anticipated (3 on each side), equally spaced across the length of the bay, and mounted at 12ft above the finished floor. l. Ceiling Fans: 1. CF -1: Ceiling fan, 60 ” diameter, will be provided for the Weight Room (Big Ass Fan Haiku L , or similar). Ceiling fan to include wall controller . 5. HVAC Equipment Additional Notes a. The fire station building is considered an essential facility and will have the majority of the mechanical systems on emergency power. b. HVAC testing, adjusting and balancing agent will be certified by AABC or NEBB. c. HVAC systems commissioning will be provided in accordance with California Energy Code. 6. HVAC Ductwork and Accessories a. Comply with SMACNA HVAC Duct construction Standards, Metal and Flexible (SMACNA), Fourth Edition, 2021 and NFPA 90A. b. Ductwork shall be galvanized steel with G -90 zinc coating, ASTM A 653, minimum 26 gauge, unless otherwise noted. Assume plenum return air system with limited return air ductwork. c. Concealed HVAC supply air ductwork shall be insulated with mineral fiber insulation and ASJ jacket per California Energy Code standards. d. Duct silencers shall be provided at main supply and return /exhaust to each ERV unit. e. Combination fire/smoke dampers, integrated with area -wide fire alarm, will be provided as required at occupancy separations. f. Flexible ductwork shall be provided for final 5 -foot connection to supply air diffusers. Page 203 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 21 Page 21 7. Grilles and Diffusers a. General ceiling supply diffusers to be steel, plaque faced. Ceiling mounted return and exhaust grilles to be steel, louver face. Diffusers and grilles to be compatible with ceiling and wall conditions, field painted where required to match custom wall colo rs. b. Grilles and diffusers located in locker rooms, restrooms, and shower rooms to be aluminum. c. Supply diffusers in exposed ceiling areas to be spiral duct mounted type. Return air in exposed ceiling areas to be minimized to large open -ended ducts covered with wire mesh. d. Air distribution in all lay -in T-bar ceiling areas will be plaque face type. Air distribution in hard lid areas will be linear diffusers (Price, Titus, Krueger or equal). 8. Volume D ampers Manual volume dampers will be provided in branch ducts to each diffuser. In areas with hard ceilings and non - accessible areas, remote balancing damper controllers (Young Regulator EBD, or similar) will be provided at each inlet or outlet in lieu of manual dampers . 9. Refrigerant Piping and Accessories Type L copper tubing with soldered joints shall be provided for refrigerant piping distribution. Refrigerant piping shall be insulated with 1” elastomeric foam pipe insulation. 10. HVAC Controls a. A Building Management System (BMS) is not anticipated to be utilized in the facility and all units are to be provided with programmable thermostats. Equipment to be provided with BACnet provisions to accommodate potential future BMS installation. 11. Seismic Restraints HVAC ductwork and pipe support to comply with SMACNA Seismic Restraint Manual, Guidelines for Mechanical Systems, Third Edition 2008. END OF MECHANICAL SYSTEMS SECTION 008 PLUMBING SYSTEMS A. OVERVIEW The plumbing scope of service for this project is to provide complete plumbing design for a new single -story fire station. The new building shall be provided with complete domestic hot and cold water, sanitary soil, waste, vent, and storm drainage piping systems. B. CODES AND GUIDELINES All aspects of the design shall follow the requirements of the current California Plumbing Code and CalGreen standards for plumbing fixtures. Additional Regulations and Standards shall include as a minimum: • ANSI ‐ American National Standards Institute Inc. • ASHRAE ‐ American Society of Heating Refrigerating and Air Conditioning Engineers Handbooks • ASME ‐ American Society of Mechanical Engineers Guidelines and Standards • AWS ‐ American Welding Society • CAL/OSHA ‐ California Occupational Safety and Health Administration • CBC ‐ California Building Code • CCR ‐Title 24 California Code of Regulations • CFC ‐ California Fire Code Page 204 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 22 Page 22 • CPC ‐ California Plumbing Code • NFPA ‐ National Fire Protection Association Guidelines and Standards • SFM ‐ California State and local Fire Marshal C. PLUMBING FIXTURE Water Efficiency Plumbing fixtures installed in the project will meet or exceed the water efficiency requirements of the 2025 California Green Building Standards (CalGreen) code. The maximum water uses for each indoor plumbing fixture type installed in the project shall be: • Water closets: 1.28 GPF • Urinals: 0.125 GPF • Lavatories: 0.5 GPM • Sinks 1.8 GPM • Showers 1.8 GPM D. A C CESSIBILITY Accessible plumbing fixtures in each restroom will comply with the requirements of the Americans with Disabilities Act (ADA) and all California requirements for accessibility. E. CALIFORNIA AB 1953 COMPLIANCE Potable water system fixtures, materials, valves, and appurtenances to be in compliance with California Assembly Bill 1953, which limits the allowable lead content in certain domestic water system components. F. SITE UTILITIES Refer to “003 – SITE PLANNING” for site domestic water, sewer, and storm drain basis of design. G. PLUMBING PIPING MATERIALS 1. DOMESTIC WATER PIPING Piping within the building and above grade shall be Type "L" ASTM B88, hard drawn copper tubing with wrought copper sweat fittings per ANSI B16.18 and B16.22. Below grade piping outside of the building within five feet (5') of the foundation shall be Type "K" ASTM B88, hard drawn copper with wrought copper sweat fittings per ANSI B16.18 and B16.22. Below slab piping shall be Type "K" soft annealed copper tubing with no fittings below the slab. 2. SANITARY SOIL, WASTE PIPING Soil and waste piping within the building and outside within five feet (5') of the foundation shall be no -hub cast iron pipe and fittings conforming to CISPI Standard 301 -04 or ASTM A -888 -04 with Heavy -Duty No -Hub Couplings conforming to ASTM C -1540 and AS TM C-564. Plumbing fixtures above grade shall be drained by gravity to the site sanitary drainage system. Gravity drainage system shall maintain a minimum slope down of 2% in the direction of flow except where indicated otherwise. 3. SANITARY VENT PIPING Same as specified for sanitary soil and waste piping except with Standard Duty No -Hub Couplings conforming to CISPI Standard 310 and ASTM C -564. Vents from fixture traps shall be extended through and terminate a minimum 12” above roof and shall be located a minimum of 10 feet from building outside air intakes. Exposed vent piping shall be Schedule 40 galvanized steel pipe, ASTM A53. Page 205 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 23 Page 23 4. FACILITY STORM DRAINAGE PIPING Storm drain piping within the building and outside within five feet (5') of the foundation, and overflow drain piping within the building shall be no -hub cast iron pipe and fittings conforming to CISPI Standard 301 -04 or ASTM A -888 -04 with Heavy -Duty No -Hub Couplings conforming to ASTM C -1540 and ASTM C -564. Roof drains, overflow drains and leaders shall be designed for a minimum of 2‐inch per hour rainfall unless directed otherwise by the local building authority. Overflow drain piping shall "daylight" to the building exterior and be provided with downspout covers as indicated on the plumbing plans. Perimeter Gutters and Downspouts will be provided as required, materials to be determined. Coordinate with architectural plans. 5. CONDENSATE DRAINAGE PIPING Condensate drain piping shall be Type "M" ASTM B88, hard drawn copper tubing with wrought copper sweat fittings. 6. INDIRECT WASTE Indirect waste piping shall be Type ”L” ASTM B88, hard drawn copper tubing with wrought copper fittings as specified for water piping. 7. PLUMBING INSULATION Piping for service hot water systems shall be insulated with preformed fiberglass pipe insulation with all service jacket, per California Title -24 standards. H. PLUMBING FIXTURES 1. Plumbing fixtures by Sloan, Zurn, Kohler, American Standard or approved equal. 2. Water closets shall be water efficient 1.28 GPF manual flushometer valve s, wall mount vitreous china with siphon jet action, elongated bowl with open front seat, in both ADA and non -ADA compliant configurations as applicable. 3. Restroom lavatories shall be undermounted vitreous china with manual 0.5 GPM faucet, with prewrapped trap and supply covers, loose key stops, and rigid supplies. ADA compliant. 4. Kitchen area sinks shall be undermount stainless -steel ADA single bowl for use with solid surface countertops, HW/CW with 1.5 GPM kitchen faucet with prewrapped trap and supply covers, loose key stops, rigid supplies, and garbage disposal. 5. Kitchen areas to be provided with connections for dishwasher, filtered water dispenser and coffee machine(s). 6. Icemaker supply box with shut -off valve will be provided at all refrigerators. 7. Interior bottle fillers shall be stainless steel, refrigerated and filtered with recessed compressor. 8. Showers shall be recessed mount, thermostatic mixing valve actuation, with HW/CW, 1.8 gpm showerheads, ADA compliant showers to include in addition a fixed showerhead and control valve. Floor drains shall be cast iron body with flashing collar and nickel -bronze adjustable strainer. 9. Service sinks shall be free standing stainless steel with HW/CW wall mount faucet with integral vacuum breaker, hose, pail hook, and vinyl rim guard. 10. Floor drains with trap primers shall be provided in all restrooms and laundry / decontamination rooms . 11. Provide a wall mounted hose bibb in restrooms for wash down. 12. Provide floor drains with trap primers in the Laundry Room and the Decontamination Room. 13. Provide floor sinks with trap primers at Decontamination Room and as indicated on plans and as required. 14. Provide two -compartment stainless steel, floor -mounted utility sink HW/CW with 1.5 GPM with goose neck faucet with wrist blade handles in Decontamination Room. 15. Provide additional one -compartment stainless steel, floor -mounted utility sink, HW/CW with 1.5 GPM with goose neck faucet with foot pedal activation located adjacent to Decontamination Room. 16. Provide wall mounted clothes washer supply box in the Laundry Room and an indirect drain to a floor trough drain with lint trap at extractor in the Decontamination Room. Page 206 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 24 Page 24 17. Provide downspout covers to the overflow drain pipe termination. Coordinate with architecture the height location of the fixtures. 18. Provide trench drains at Apparatus Bays running the length of the bay as indicated on plans. Coordinate exact length and location with Architectural design. P -traps shall be provided with a trap primer connection. Drainage from Apparatus Bay trench drain s shall extend to the site and discharge to a Sand and Oil Interceptor and Sample Box before continuing to the city sanitary sewer connection. 19. Provide icemaker with floor sink, as indicated on plans, adjacent to the Apparatus Bay . 20. Floor sinks will be provided in the Air Compressor room and the ice machines . 21. Exterior hose bibbs around the building shall be recessed lockable box type with integral vacuum breaker. Rooftop hose bibbs shall be free standing with integral vacuum breaker. 22. Provide hub drain with electric trap primer will be installed for fire riser test drain. 23. Provide hose reels with quick disconnect adaptors. Hose reels to be located in the Apparatus Bay and mounted at a minimum 9’-0” above finished floor. I. PLUMBING EQUIPMENT 1. Domestic Water Heating a. This project will include a tank type electric water heating system with expansion tank, drain pan and drain to receptor located in the Laundry/Janitor room . Hot water will be controlled to a supply temperature no more than 140 degrees Fahrenheit to serve all lavatories, sinks, and service sinks. Point of use thermostatic mixing valves located at the lavatories will provide tempered water. The hot water syst em will be fully circulated with a pump interlocked to an aquastat allowing for control of the circulating system. Water heater(s) shall be a A.O. Smith or approved equal. b. Electric instantaneous point of use water heaters may be provided as required to serve remote fixtures requiring hot water. Water heaters shall be Eemax, Chronomite or equal. 2. Compressed Air System: a. The Air Compressor shall be sized per owner equipment requirements. DBE shall provide the Air Compressor, compressed air piping to equipment and provide a floor sink for indirect drainage from the Air Compressor. All compressed air piping shall terminate with quick disconnect adaptors per owner specified connection type. Refer to plumbing plans for specification 3. Domestic Water Anti -Scale Filtration a. The anti-scale shall be sized per GPM demand of the building. Domestic water to be routed through the anti-scale system prior to the final plumbing fixture location. J. PIPE TESTING 1. All piping systems shall be tested in accordance with the applicable service as indicated in the California Plumbing Code. 2. All new water piping shall be disinfected/sterilized as directed by the California Plumbing Code. END OF PLUMBING SYSTEMS SECTION Page 207 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 25 Page 25 009 ELECTRICAL SYSTEMS A. MAIN SWITCHBOARD MSB A new MSB at 8 00A -120/208V -3PH -4W shall be located in the main electrical room and served from the PG&E transformer located on the site. B. EMERGENCY GENERATOR A new 350kW emergency generator with 2000 gallon base mounted fuel tank shall be located on the site. The generator will serve as emergency back -up for the entire building for 72 -hours. The generator will serve the building through an 800A automatic transfer switc h and emergency distribution board. The generator will be located outdoors in a weatherproof enclosure , sound attenuating muffler system and diesel particulate filter . The base fuel tank will hold enough diesel fuel to power the station for three days. T he basis of design is Rehlko Generators. Comply with federal (EPA), state, and local regulations applicable at the time of commissioning; include factory emissions certification with submittals. C. FUTURE SOLAR READY The MSB will have a section reserved for So lar R eadiness and B attery E nergy S torage S ystem (BESS) connection dedicated to Solar PV . D. POWER 1. GENERAL REQUIREMENTS a. Multiple power and lighting panelboards will be provided as required. Lighting loads will be connected at 120 volts, single-phase, HVAC /Plumbing loads will be connected at 120 volts, single-phase or 208 -volt, 3- phase , Receptacle loads will be connected at 120 volts, single -phase. b. Typical receptacles, switches and wiring devices to be specification grade, white in color, decora type with specification grade stainless steel faceplates. c. Dedicated GFI receptacles shall be provided in restrooms and on the exterior of the building. d. EV charging stations will be based on the number of parking spaces provided on site . E. LIGHTING 1. GENERAL REQUIREMENTS a. Lighting system shall be designed to comply with the California Energy Code and Title 24. b. All lighting shall conform to the latest IES Recommended Practices (RP s) and IES G -1-22 “Guide for Security Lighting for People, Property, and Crit ical Infrastructure”. c. Lighting shall conform to City of Gilroy Zoning Code, including the Glen Loma Ranch Specific Plan, and Resolution No 2014 -19; and amendments to the California Building code, including Ordinance 2025 -06 . d. All fixtures shall be dimmable LED. e. All illumination to be on emergency power. 2. INTERIOR LIGHTING a. General Requirements 1) Color Rendering: 90 CRI minimum 2) Color Temperature: 3500K typical, with exception to specific fixtures where warmer color temperatures are beneficial to night -time activities such as sleeping . 3) Controls: All interior spaces shall have on/off/dimming controls . Where multiple layers of light are provided, individual zone control shall be provid ed for flexibility. Controls shall be accessible Page 208 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 26 Page 26 to occupants, except in publicly occupied spaces such as lobbies, where controls shall be accessible to authorized personnel only. b. Scope / Design Considerations: 1) Offices, Conference Rooms, Corridors & Typical Spaces Throughout: 2x2 or 2x4 troffers. 2) Utility Spaces: Troffers or utility strip lights. 3) Lobbies/Reception: Fixtures shall be vandal resistant. Design shall include vertical illumination at specialty signage/wall graphics. 4) Dorms : Lighting design shall include a minimum of (2) layers of light, including a reading light with local switch control, and general overhead lighting . General overhead lighting shall provide sufficient illumination per IES recommendations, while balancing budget and visual comfort (either through a low UGR rating, indirect illumination , or other methods to soften the lighting and balance vertical and horizontal illumination). 5) Restrooms/Showers : Fixtures shall be shower rated, with dead front trims where applicable. 6) Dining/Kitchen : Design shall include direct and indirect illumination with multi -zone control. Design shall also include decorative pendant over kitchen island. 7) Weight Room : Design shall include direct and indirect illumination with mutli -zone control. Direct fixtures shall not be located directly above fans and fixtures shall be placed such that they do not cause str obing . 8) Apparatus Bays : High volume linear fixtures or linear wraparounds . Fixtures shall be laid out between apparatus bays such that there is ample vertical illumination on the sides of fire trucks and equipment. 9) Decontamination : Fixtures shall be sealed and wash -down rated. 3. EXTERIOR LIGHTING a. General Requirements 1) Color Rendering: 80 CRI minimum 2) Color Temperature: 3000K 3) Heights: Fi xtures shall be at a maximum height of 20 ’ per City of Gilroy, Glen Loma Ranch Specific Plan, and Resolution 2014 -19. 4) Light Pollution: Design shall be sensitive to surrounding residential neighborhood. In addition to complying with all applicable CalGreen requirements, fixtures shall incorporate back -light, uplight, and glare control/shields where relevant to minimize light trespass and pollution. b. Illuminance and Control 1) Lighting design shall be capable of providing a maintained average illuminance of 5fc with an average -to -minimum uniformity ratio not greater than 3:1 per IES standards. 2) Exterior illumination shall be controlled by timeclock and/or photosensors such that lights are automatically turned off during the day, and automatically turned on at night. 3) Poles shall be equipped with occupancy sensors for additional energy savings and to reduce light pollution within the neighborhood when the site is unoccupied. 4) Control shall be designed such that site lighting has a minimum of three settings. a) Emergency Response: During preparation and response to an emergency call for service, parking and station exit area lighting shall be raised to full output, providing the 5fc maintained average. b) Stand -by Mode : Five minutes after all responding personnel and equipment have departed and the building is secured, illumination shall return to stand -by mode, to Page 209 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 27 Page 27 provide 1fc along paths of travel and egress, and a minimum of 0.5fc in parking and roadway areas. Stand -by mode shall be the primary mode when the site is occupied during night -time hours. c) Unoccupied : After occupancy sensors sense 20 minutes of vacancy, lighting output shall be reduced to 50% of stand -by mode. Occupancy of the exterior site shall automatically raise the illumination back to Stand -by Mode levels, except when the Emergency Response mode is triggered. c. Scope 1) Parking/Roadways: 20 ’ max, full -cutoff, dimmable poles with integral occupancy sensors 2) Pedestrian Paths: 40” bollards and/or step lights. 3) Entry Stairs: Integral handrail lighting, with integral driver post. Lighting and rails to be specified as one complete system (handrail, lighting, posts, and drivers provided by one manufacturer). 4) Entry Doorway: Recessed 3” downlight. 5) Flag Pole s and Tree Accents : Ingrade, vandal and impact -resistant, adjustable uplights . 6) Wall Area Light s : Vandal, impact -resistant area lights. 7) Signage: Integral signage lighting by signage manufacture r. (Note: address number must also be illuminated). END OF ELECTRICAL SYSTEMS SECTION 010 STRUCTURED CABLING SYSTEM A. Telecommunications Service Entrance Room (MDF) 1. One (1) MDF room shall be provided per plan . The MDF room shall be air -conditioned and humidity controlled 24/7/365 and shall be equipped with a dedicated 100 Amp panel board (or higher depending on other equipment the department will be installing). The MDF room shall have a minimum of (3) 120v dedicated 20 -amp circuits and (2) 208 -volt 30 -amp circuits routed to outlets attached to overhead ladder tray (outlet types TBD). (2) 3” conduits will be installed from the MDF room to the roof with a weather head, in addition one 2” conduit to roof with weather head connection for GPS repeater system. (2) 2” conduits shall be installed over the apparatus bay to facilitate low voltage cabling pathways from one side of the bay to the other in both . 2. Provide (2) 4" conduit to from tel. co mpany POC pull box and (2) 3" conduit from cable provider POC pull box to MPOE (MDF). Coordinate with local providers engineering departments for pathway requirements. 3. MDF room will have two walls covered with ¾” fire rated plywood finished and painted on one side. 4. The telecom will be designed using UL listed 19” X 7’ equipment racks with minimum 10” wide vertical cable management on both sides to hold patch panels and City of Gilroy provided data switch equipment . Voice and data terminations shall be on rack mounted patch panels. Panels to RJ45 patch cables will be used to connect data ports to switches. Patch cables will be used to connect voice ports to phone switch tail connections. Multi -pair voice grade cable will be run from the rack mounte d panels for cross -connection of phone switch tails and phone backbone cables. CATV equipment will also be included in the racks. Overhead UL listed Telco style ladder tray will be used to hold and distribute all cables entering or leaving the room. Page 210 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 28 Page 28 B. Signal Grounding System 5. An appropriate ground bus bar shall be designed for the telecom room with a #2/0 green -insulated copper ground conductor to be connected to the Main Building Ground and #6 AWG conductor to building steel per TIA 607 standards. All cabinets, racks, conduits, AC units, UPSs, and electronics shall be bonded to the ground busbar with dedicated #6 AWG solid conductor green insulated wire and 2 -hole compression lugs. C. Cable System 1. Appropriately sized conduits shall be used to transition over closed gypsum board ceilings. Outlets for telecom service will have 1 ¼” conduits stubbed 6” above accessible ceiling for the horizontal cables. In inaccessible areas, conduits shall be designed to go directly to the cable tray or to the telecom room depending on the exact circumstance. 3” or 4” EZ Path UL listed firewall penetration systems shall be installed where required for cable access through fire -rated walls. 2. Category 6 cables for voice and data using a Structured Cabling Solution per City of Gilroy standard shall be installed. Horizontal CATV cables will be RG6. D. Horizontal Cabling 1. All horizontal data/voice and CATV cables shall originate from the MDF. E. Wireless Access 1. The building shall be provided with interior and exterior wireless access coverage utilizing City of Gilroy standard wireless access points (WAP’s). P rovide complete design, engineering, installation , and conf iguration of the wireless netw ork to ensure continuous and reliable coverage with strong s ignal strength throughout the ent ire secured ar ea and extending a minimum of 15 feet beyond the secure perimeter fenc eline. F. Station Outlet Configuration 1. Typical outlet configurations shall be one voice and two data jacks. Alternate outlet configurations to be used based on type of space will be 1) one voice, two data and one coaxial jacks, 2) one voice, two data and two multi -mode optics, 3) Voice wall jack and 4) all data jacks. Future wireless access point locations shall be cabled each with (2) Category 6 cables to a ceiling mounted enclosure. Electronics will be provided by City of Gilroy /IT. G. Structured Cable Warranty and Testing 1. All Category 6, Category 3 (voice feeder) and coax cabling shall be tested utilizing a Fluke DTX 1800 or equivalent. All Fiber Optic cables shall be tested utilizing Fluke Networks OFP -100 or equivalent. Test results shall be provided to City of Gilroy via unedited softcopy version of LinkWare. 2. Design -Build Entity shall provide 25 -year System Warranty. END OF STRUCTURED CABLING SYSTEM SECTION Page 211 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 29 Page 29 011 SECURITY SYSTEMS A. ACCESS CONTROL SYSTEM 1. Provide access control card readers at all exterior door s into the facility . Provide access control card readers and a localized mechanical pushbutton lock (basis of design: Simplex 5000 Series) at site pass gates. B. SECURITY VIDEO SURVEILLANCE SYSTEM 1. Provide a security surveillance system and include all equipment for a complete and operable system, including the required servers, video recorder, cameras, camera accessories, camera mounting accessories, camera onboard storage (SD/micro -SD card, if applicable), applications/programs, licensing configurations/programming . 2. P rovide (8 ) exterior secu rity video s urveillance cameras . Confirm all camera locations with City . 3. Cameras are IP -based with category 6A cabling. END OF SECURITY SYSTEMS SECTION 012 AUDIO -VISUAL A. GOALS AND PROJECT REQUIREMENTS 1. The purpose of the basis of design is to provide the proposed description of the Audio -Visual systems design, engineering, installation, and start -up for a complete, fully operational Audio - Visual systems for the project addressing the design assumptions based on the following standards. 2. Technologies listed below are options for review and incorporated as required. a. Speakers in Day Room , with integral cabling to the monitor in the room. b. Speakers in Dining, with integral cabling to the monitor in the room. c. Speakers in Shared Office, with integral cabling to the monitor in the room. d. Speakers in Captain’s Office , with integral cabling to the monitor in the room. B. APPLICABLE CODES AND STANDARDS GUIDELINES 1. C alifornia Electrical Code 2. INFOCOM - Avixa Audio – Visual Design Standards. 3. Accessibility requirements per C alifornia B uilding C odes – Chapter 11B Accessibility to Public Buildings, Public Accommodations, Commercial Building and Public Housing END OF AUDIO -VISUAL SECTION 013 FIRE PROTECTION SYSTEMS A. OVERVIEW The fire protection systems shall be designed responding to the building plan diagrams and complying with the current version of NFPA 13, NFPA 14 and NF PA 24 . This will be a design build process , and the scope will be addressed by the bidding Design -Build Entity and their subcontractors. B. FIRE WATER SUPPLY S prinkler heads shall be as follows: 1. Sprinkler heads in suspended ceiling areas shall be pendent quick response sprinkler, white finish with adjustable semi -recessed white finish escutcheon . Head shall be in the center of the half ACP panel . Page 212 of 256 Basis of Design Narrative | City of Gilroy, Santa Teresa Fire Station | April 3, 2026 LPA Project No.: 3 3236 | Page 30 Page 30 2. Sprinkler heads in gyp board or other non -suspended ceiling areas shall be quick response concealed pendent sprinkler with white or custom color cover plate to match adjacent ceiling surfaces as applicable. Sprinkler heads shall be installed align ed in each ceiling area. 3. Areas with no ceiling shall be provided with sprinkler coverage using brass finish upright quick response sprinklers. END OF FIRE PROTECTION SYSTEMS SECTION 014 FIRE ALARM SYSTEMS C. OVERVIEW The building shall be equipped with a fire alarm system to notify occupants of smoke or fire detected in the building complying with NFPA 72 . END OF FIRE ALARM SYSTEMS SECTION 015 FIRE STATION ALERTING SYSTEMS A. OVERVIEW The building shall be equipped with a fire station a lerting system to notify the fire crew of emergency calls throughout. 1. The S tation Controller : a. Locate t he controller in the MDF room and include a compatible amplifier and UPS for th is specific system. b. Provide station controller expansion modules as required. c. Provide system to provide a signal to other Design -Build Entity provided systems including gas/fuel shut -off system , lighting control system . d. Provide connection between controller’s line -level audio output and house audio amplifier , if applicable per owner AV requirements. e. System shall send alert s to fire personnel ’s smart phones while off -site . 2. System components : a. LED M essage signs : E ach side of each A pp B ay, entrances to App Bay s, Dining , Day Room, Kitchen, Shared Office, Captain’s Office, and Weight Room . b. Strobe Lights: Each side of each App Bay, Shared Crew Office, Weight Room, Workshop. c. Dorm Light: Each dorm room. d. Speaker s , flush mount : Each occupied room . e. Speakers, W eather -proof: App Bays, outside front and rear of App Bays and outdoor patio. f. System remote relay s: As required. 3. Design -Build Entity to provide the following for the complete system. a. Conduit b. Back boxes c. Cable trays . d. Mounting fasteners . END OF FIRE STATION ALERTING SYSTEMS SECTION END OF DOCUMENT Page 213 of 256 408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com PROJECT NUMBER Submittal Date 70% SCHEMATIC DESIGN 03/10/2026 100% SD / BRIDGING DOCS 03/26/2026 33236 SANTA TERESA FIRE STATION 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 G0.00 COVER SHEET Page 214 of 256 11B-201.4 CONSTRUCTION SUPPORT FACILITIES. These requirements shall apply to temporary or permanent construction support facilities for uses and activities not directly associated with the actual processes of construction, including but not limited to offices, meeting rooms, plan rooms, other administrative or support functions. When provided, toilet and bathing facilities serving construction support facilities shall comply with 11B-213. When toilet and bathing facilities serving construction support facilities are provided by portable units, at least one of each type shall be accessible and connected to the construction support facilities it serves by an accessible route. EXCEPTION: During construction an accessible route shall not be required between site arrival points or the boundary of the area of construction and the entrance to the construction support facilities if the only means of access between them is a vehicular way not providing pedestrian access. TEL: 408/846-0277 PUBLIC WORKS, PROJECT MANAGER NAME: CITY OF GILROY CLIENT INFORMATION CITY,STATE, ZIP: GILROY, CA 95020 ADDRESS: 7351 ROSANNA STREET CONTACT: RYAN OSENTON E-MAIL: ryan.osenton@cityofgilroy.org TEL: 408/780-7200 NAME: LPA, INC. ARCHITECT CITY,STATE, ZIP: SAN JOSE, CA 95113 ADDRESS: 60 S MARKET ST #1250 CONTACT: CHARLIE WILLIAMS E-MAIL: cwilliams@lpadesignstudios.com TEL: 916/287-2400 NAME: LPA, INC. LANDSCAPE ARCHITECT CITY,STATE, ZIP: SACRAMENTO, CA 95814 ADDRESS: 431 I ST #107 CONTACT: RITA FRINK E-MAIL: rfrink@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. CIVIL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: ANTHONY TSUI E-MAIL: atsui@lpadesignstudios.com TEL: 925/371-5900 NAME: GEOCON CONSULTANTS, INC. GEOTECHNICAL ENGINEER CITY,STATE, ZIP: LIVERMORE, CA 94550 ADDRESS: 6671 BRISA STREET CONTACT: ADAM KNOX E-MAIL: knox@geoconinc.com TEL: 949/261-1001 NAME: LPA, INC. STRUCTURAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: JOHN WILSON E-MAIL: jwilson@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. MECHANICAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: KRISTY NELSON E-MAIL: knelson@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. ELECTRICAL ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: FRANK TRAN E-MAIL: ftran@lpadesignstudios.com TEL: 949/261-1001 NAME: LPA, INC. PLUMBING ENGINEER CITY,STATE, ZIP: IRVINE, CA 92617 ADDRESS: 5301 CALIFORNIA AVE, SUITE 100 CONTACT: JARED PLUMMER E-MAIL: jplummer@lpadesignstudios.com TEL: 949/497-9000 NAME: GRIFFIN STRUCTURES, INC. CONSTRUCTION MANAGER CITY,STATE, ZIP: IRVINE, CA 92618 ADDRESS: 1 TECHNOLOGY, BUILDING I, SUITE 829 CONTACT: DUSTIN ALAMO E-MAIL: dalamo@griffenstructures.com ADDRESS: 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 APN: 808-58-004 PROJECT NORTHN THE PROJECT CONSISTS OF A NEW 6,500-7,000 SQUARE FOOT ONE-STORY FIRE STATION BUILDING WHICH INCLUDES TWO FIRE TRUCK BAYS, ADMINISTRATIVE OFFICES, INDIVIDUAL DORMITORY ROOMS, KITCHEN, SHARED LIVING AREA, FITNESS AND SUPPORT SPACES ON AN APPROXIMATELY 1.36 ACRE SITE AT THE SOUTHEASTERN CORNER OF WEST LUCHESSA AVENUE AND MILLER AVENUE IN GILROY, CA. SITE IMPROVEMENTS INCLUDE SECURED STAFF PARKING, PUBLIC/ VISITOR PARKING, AN EMERGENCY GENERATOR, A TRASH ENCLOSURE, PERIMETER WALL, AND VEHICULAR GATES. THE INTENT OF THE LIMIT OF WORK LINE IS TO DESCRIBE IN GENERAL THE AREAS AFFECTED BY PROJECT CONSTRUCTION. IT IS NOT INTENDED TO BE AN EXACT INDICATION OR EDGE OF THE CONSTRUCTION AREA. THE DBE SHOULD VISIT THE SITE & BECOME FAMILIAR W/ EXG CONDITIONS & THEIR RELATIONSHIP TO THE WORK PROPOSED IN THE CONTRACT DOCUMENTS. ALL ITEMS NECESSARY FOR THE PROPER EXECUTION & COMPLETION OF THE WORK SHALL BE INCLUDED. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY & WHAT IS REQ BY ONE SHALL BE BINDING AS IF REQ BY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. THESE BRIDGING DOCUMENTS ESTABLISH THE BASIS OF DESIGN FOR THE PROJECT. ITEMS SHOWN, DEPICTED, DESCRIBED, SUGGESTED, IMPLIED, REFERENCED, OR OTHERWISE CONVEYED IN ANY MANNER WITHIN THESE DOCUMENTS SHALL BE INCORPORATED INTO THE DESIGN-BUILD ENTITY’S (DBE) FINAL DESIGN, ENGINEERING, AND CONSTRUCTION WITHOUT ADDITIONAL COST TO THE CITY. THE DBE SHALL RESOLVE ALL DISCREPANCIES, OMISSIONS, SCHEMATIC DETAILS, OR CONFLICTS IN A MANNER CONSISTENT WITH THE OWNER’S PROGRAM, SPATIAL, AND FUNCTIONAL INTENT, WHETHER EXPRESSLY SHOWN OR IMPLIED IN THE BRIDGING DOCUMENTS. AT NO POINT SHALL THE DBE’S FINAL DESIGN OMIT, REDUCE, SUBSTITUTE, OR ALTER ANY SPACE, FURNISHING, SYSTEM, FEATURE, OR ELEMENT DEPICTED, DESCRIBED, REFERENCED, OR OTHERWISE CONVEYED IN THE BRIDGING DOCUMENTS, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER SPECIFIC TO SAID ITEM, AND SUCH APPROVAL SHALL NOT CONSTITUTE GROUNDS FOR ADDITIONAL COMPENSATION OR TIME UNLESS EXPRESSLY AUTHORIZED IN WRITING BY THE CITY. WHERE DISCREPANCIES EXIST AMONG THE BRIDGING DOCUMENTS, THE DBE SHALL ASSUME AND CARRY THE MOST STRINGENT AND COMPREHENSIVE INTERPRETATION OF THE REQUIREMENT AND SHALL NOT HAVE GROUNDS TO REQUEST ADDITIONAL COMPENSATION OR TIME FOR DOING SO. THE DBE SHALL NOT RELY UPON THE PRELIMINARY NATURE OF THESE DOCUMENTS TO ASSERT CLAIMS FOR ADDITIONAL COMPENSATION OR TIME. THE DBE IS SOLELY RESPONSIBLE FOR ENSURING THAT THE FINAL DESIGN IS FULLY COMPLIANT WITH ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, CONSTRUCTIBLE, COORDINATED ACROSS ALL DISCIPLINES, AND CONSISTENT WITH THE OWNER’S PROGRAM INTENT. UTILITY LAYOUTS DEPICTED IN THE BRIDGING DOCUMENTS ARE DIAGRAMMATIC ONLY. THE DBE IS FULLY RESPONSIBLE FOR FINALIZING THE DESIGN, ENGINEERING, AND COORDINATION OF ALL UTILITY SERVICES DIRECTLY WITH THE PROVIDER, INCLUDING SUBMITTING COMPLETE APPLICATIONS AND SECURING APPROVALS AND PERMITS FROM THE SERVING UTILITIES AND AUTHORITIES HAVING JURISDICTION (PERMIT FEES TO BE PAID BY THE CITY). THE DBE SHALL ENSURE THAT ALL UTILITY SERVICES ARE DESIGNED, COORDINATED, AND INSTALLED IN A MANNER THAT MEETS THE PROJECT SCHEDULE AND SUPPORTS TIMELY OCCUPANCY.IN THE EVENT OF CONFLICTS BETWEEN THESE DOCUMENTS, THE INTERPRETATION MOST CONSISTENT WITH THE OWNER’S PROGRAM INTENT SHALL GOVERN. THE DBE SHALL PROVIDE ALL DESIGN, LABOR, MATERIALS, EQUIPMENT, SUPERVISION, AND SYSTEMS REQUIRED TO FURNISH AND INSTALL THE PROJECT CONSISTENT WITH THESE REQUIREMENTS. NO OMISSION OR AMBIGUITY IN THE BRIDGING DOCUMENTS SHALL RELIEVE THE DBE OF ITS OBLIGATION TO DELIVER A COMPLETE, FULLY FUNCTIONING, AND CODE-COMPLIANT FACILITY. FOR PURPOSES OF THIS DISCLAIMER, “BRIDGING DOCUMENTS”MEANS ALL PLANS, SPECIFICATIONS, BASIS OF DESIGN NARRATIVES, REPORTS, AND EXHIBITS ISSUED BY THE OWNER AS PART OF THE PROCUREMENT PACKAGE. CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CI CAST IRON CIP CAST IN PLACE CIV ENG CIVIL ENGINEER CG CORNER GUARD CJ CONTROL JOINT CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR CNTR COUNTER CO CASED OPENING COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CT CERAMIC TILE CTR CENTER CTSK COUNTERSUNK DA DISABLED ACCESS DBE DESIGN-BUILD ENTITY DBL DOUBLE DEPT. DEPARTMENT DESC DESCRIPTION DF DRINKING FOUNTAIN DET DETAIL DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DO DOOR OPENING DR DOOR DWR DRAWER DS DOWNSPOUT DSP DRY STANDPIPE DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANELBOARD EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXPO EXPOSED EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FLASH FLASHING FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOV FACE OF VENEER (BRICK OR PRECAST) FOW FACE OF WALL FR FIRE RETARDANT FPRF FIREPROOF FS FINISH SURFACE FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GI GALVANIZED IRON GL GLASS GND GROUND GR GRADE GYP GYPSUM HB HOSE BIB HC HOLLOW CORE HDWD HARDWOOD HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HGT/HT HEIGHT ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR JAN JANITOR JT JOINT KIT KITCHEN LAB LABORATORY LAM LAMINATE LAND ARCH LANDSCAPE ARCHITECT LAV LAVATORY LKR LOCKER LT LIGHT MATL MATERIAL MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MEMB MEMBRANE MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MUL MULLION N NORTH NIC NOT IN CONTRACT NO/# NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OA OUTSIDE AIR OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OPNG OPENING OPP OPPOSITE OSA OUTSIDE AIR PA PLANTING AREA PRCST PRECAST PH PANIC HARDWARE PL PLATE P LAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD POT PATH OF TRAVEL PR PAIR PT PAINT PTD PAPER TOWEL DISPENSER PTD/R COMBINATION PAPER TOWEL DISPENSER & RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE QT QUARRY TILE R RISER RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR RGTR REGISTER REINF REINFORCED REQD REQUIRED RESIL RESILIENT RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RWD REDWOOD RWL RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SH SHELF SHR SHOWER SHT SHEET SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL S SK SERVICE SINK STA STATION STD STANDARD STL STEEL STOR STORAGE STR STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD TB TOWEL BAR TC TOP OF CURB TEL TELEPHONE TER TERRAZZO T&G TONGUE & GROOVE THK THICK TOB TOP OF BEAM TOC TOP OF CONCRETE TOW TOP OF WALL TOP TOP OF PARAPET TPD TOILET PAPER DISPENSER TS TOP OF SLOPE TV TELEVISION TYP TYPICAL UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE W WEST W/ WITH WC WATER CLOSET WD WOOD W/O WITHOUT WP WATERPROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC & AND ∠ANGLE @ AT ℄CENTERLINE ∅DIAMETER OR ROUND # POUND OR NUMBER (E) EXISTING (P) PAINT (R) REMOVE +/- DIM TOLERANCE AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ACM ALUM COMPOSITE MATERIAL ACT ACOUS CLG TILE AD AREA DRAIN AED AUTO EXT DEFIBRILLATOR ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AGGR AGGREGATE AHJ AUTHORITY HAVING JURISDICTION ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASF ASSIGNABLE SF ASPH ASPHALT BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLK'G BLOCKING BM BEAM BOC BACK OF CURB BOT BOTTOM BO BOTTOM OF BOC BACK OF CURB BOW BOTTOM OF WALL BS BOTTOM OF SLOPE COLUMN LINES 0 0 SURFACE DRAINAGE ARROW INDICATES DIRECTION OF FLOW N PROJECT NORTH BUILDING SECTION SECTION ID SHEET NUMBER WALL SECTION SECTION ID SHEET NUMBER DETAIL CALLOUTS DETAIL ID SHEET NUMBER DETAIL SECTION DETAIL ID SHEET NUMBER DETAIL REFERENCE DETAIL ID SHEET NUMBER INTERIOR ELEVATIONS DETAIL ID SHEET NUMBER A C SIM D BA101 DOOR DESIGNATION ROOM DESIGNATION ROOM NUMBER ROOM AREA 1REVISION CLOUD & TAG (OPTIONAL) SA2U 1t SHADED PORTION POINTS TO SIDE REFERENCED DATUM POINT KEYNOTE WALL TYPE OPENING DESIGNATION TYP. ? MATCH LINE SEE SHEET A101 LEVEL LINE, CONTROL POINT EL: 12'-8" = ELEVATION/SECTION STAIR DIRECTION DN UP CENTER LINES, LEVEL LINES HIDDEN CONSTRUCTION FEATURE BREAK LINE #### FINISH TAG XX-## EQUIPMENT TAG 1i N TRUE NORTH NORTH ARROW EXTERIOR ASSEMBLY REFER TO A8.11 R1 Room 101 150 SF 1 A101 TYP 1 A101 TYP 1 A101 SIM 1 A101 SIM 1 A101 SIM LIST OF APPLICABLE CODES 2025 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR 2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR 2025 CALIFORNIA RESIDENTIAL CODE (CBC), PART 2.5, TITLE 24 CCR 2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR 2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR 2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR 2025 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CCR 2025 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR 2025 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN), PART 11, TITLE 24 CCR 2025 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS APPLICABLE STANDARDS FOR A LIST OF APPLICABLE STANDARDS, INCLUDING CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS, REFER TO CBC CHAPTER 35 AND CFC CHAPTER 80. 1. PLANS FOR THE FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO INSTALLATION. SUBMIT PLANS IN A MANNER WHICH WILL NOT IMPEDE THE PROGRESS OF CONSTRUCTION. 2. FIRE SPRINKLER SYSTEMS & INSTALLATION SHALL CONFORM W/ THE APPLICABLE STANDARDS AND CODES. 3. FIRE SPRINKLER SYSTEMS TO BE TIED INTO THE ALARM SYSTEM PER THE APPLICABLE CODES. 4. AUTOMATIC SPRINKLER SYSTEM(S) SHALL BE SUPERVISED BY AN APPROVED CENTRAL OR REMOTE STATION SERVICE, AND/OR SHALL BE PROVIDED W/ A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL. 5. FIRE SPRINKLER SYSTEM(S) & ALL CONTROL VALVES SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER THE APPLICABLE CODES. 6. FIRE HYDRANT & FIRE SPRINKLER SYSTEM(S) SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUBOUTS & WITNESSED BY THE PROJECT INSPECTOR. 7. A HYDROSTATIC TEST (200 PSI PRESSURE FOR 2 HRS. OR @ 50 PSI IN EXCESS OF THE MIN. STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI) SHALL BE WITNESSED BY THE PROJECT INSPECTOR PRIOR TO COVERING PIPING JOINTS. 8. A 3' CLR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS EXCEPT AS OTHERWISE REQ OR APPROVED PER THE APPLICABLE CODES. 9. THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. 10. ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS, CLASS 200 MIN. 11. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED W/I 100' FROM A PUBLIC FIRE HYDRANT PER THE APPLICABLE STANDARDS AND CODES. 12. FIRE SPRINKLER RISER SHALL BE LOCATED WITHIN 5 FT OF THE EXT WALL (OR AS REQ BY THE AHJ) AND TERMINATE 6" ABV FF 13. AN ALL-WEATHER FIRE ACCESS ROAD SHALL BE IN PLACE BEFORE ANY COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE OR AS REQ BY THE AHJ. 14. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE & COMBUSTIBLE LIQUIDS, FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS MATERIALS SHALL COMPLY W/ THE APPLICABLE CODES. 15. EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS & DIRECTIONAL EXIT SIGNS SHALL BE LOCATED TO DIRECT PERSONS TOWARD EXIT DOORS. 16. EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRONICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR, FOR A DURATION OF 90 MINUTES PER THE APPLICABLE CODES. 17. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 18. ACCESS GATE(S) SHALL BE OPENABLE W/ FIRE DEPT MASTER KEY FROM THE EXTERIOR. 19. CURBS ALONG FIRE LANES SHALL BE PAINTED SAFETY RED & MARKED "FIRE LANE NO PARKING" W/ 3" WHITE LETTERS ON THE TOP OF CURBING EVERY 30' AS INDICATED ON THE APPROVED DRAWINGS. 20. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW & EXG BLDGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER THE APPLICABLE CODES. 21. PROVIDE PERMANENT OR TEMPORARY STANDPIPES WHILE BUILDING IS UNDER CONSTRUCTION PER THE APPLICABLE CODES. 22. PROVIDE FIRE EXTINGUISHERS PER THE REQ THE APPLICABLE STANDARDS AND CODES. 1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS & THE CONTRACT DOCUMENTS. 2. THE DESIGN-BUILD ENTITY (DBE) SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 3. THE DBE IS RESPONSIBLE FOR ALL EXG SURVEY MONUMENTS WHICH MAY BE DISTURBED THROUGH CONSTRUCTION ACTIVITIES DEEMED NECESSARY FOR PRESERVATION BY THE CIVIL ENGINEER. IF SUCH MONUMENTS WERE DISTURBED, THE APPLICANT SHALL HAVE A LICENSED LAND SURVEYOR QUALIFIED CIVIL ENGINEER REESTABLISH ANY SUCH MONUMENTATION DAMAGED OR DESTROYED DURING THE CONSTRUCTION OF THE PROJECT & SUBMIT "PRELIMINARY CORNER RECORDS" TO THE CIVIL ENGINEER AFTER REPLACEMENT. AFTER APPROVAL BY THE CIVIL ENGINEER, THE APPLICANT SHALL FILE THE CORNER RECORDS WITH THE COUNTY SURVEYOR. PRIOR TO THE EXONERATION OF ANY SECURITY, EVIDENCE OF SUCH FILING SHALL BE FURNISHED TO THE CIVIL ENGINEER. 4. THE DBE IS RESPONSIBLE TO INSURE THAT TRUCK ROUTES SHALL BE STEERED AWAY FROM RESIDENTIAL AREAS. 5. THE DBE SHALL ENSURE THAT TRUCKS HAULING DIRT ON PUBLIC ROADS TO & FROM THE SITE SHALL BE COVERED OR WILL MAINTAIN A 6" DIFFERENTIAL BETWEEN THE MAX HGT OF ANY HAULED MATERIAL & THE TOP OF THE HAUL TRAILER. HAUL TRUCK DRIVERS SHALL WATER THE LOAD PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORT. 6. THE DBE SHALL ENSURE THAT GRADED SURFACES USED FOR OFF ROAD PARKING, MATERIALS LAY-DOWN, OR AWAITING FUTURE CONSTRUCTION SHALL BE STABILIZED FOR DUST CONTROL AS NEEDED. FREQUENTLY ACCESSED UNPAVED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO MINIMIZE DIRT TRACKOUT TO PUBLIC RIGHTS-OF-WAY. 7. THE CONSTRACTOR SHALL COORDINATE ANY LANE CLOSURES OR DETOURS WITH THE CITY/COUNTY. FLAG PERSONS & APPROPRIATE TRAFFIC CONTROL DEVICES SHALL BE USED AS NEEDED TO MINIMIZE CONSTRUCTION ACTIVITY INTERFERENCE WITH OFF-SITE-TRAFFIC. 8. THE DBE SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS & EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 9. SHOULD A CONFLICT OCCUR BETWEEN DWGS & SPECIFICATIONS, THE MORE COSTLY CONDITION SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. 10. THE DBE SHALL CONFINE HIS OPERATION ON THE SITE TO AREAS PERMITTED BY OWNER. 11. THE JOBSITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS & LITTER & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUBDBE IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH & DEBRIS AS A RESULT OF HIS OPERATION. 12. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT DAMAGE & DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 13. THE DBE SHALL DO ALL CUTTING, FITTING, AND/OR PATCHING OF HIS WORK THAT MAY BE REQ TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY & SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 14. STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE STRUCTURAL ENGINEER. WHEN REQ, A STATEMENT IN WRITING SHALL BE GIVEN TO THE BUILDING OFFICIAL, STATING THAT THE SITE VISITS HAVE BEEN MADE & WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS & SPECIFICATIONS. 15. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM & RETURN THEM TO THE DBE (WITH A NOTIFICATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED & THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING) FOR PLAN CHECK APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN & SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. 16. PROVIDE ALL ACCESS PANELS AS REQ BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQ WITH ARCHITECT PRIOR TO INSTALLATION. 17. NO PORTION OF WORK REQ A SHOP DWG OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH CORRECTED SHOP DWGS. AND SAMPLES. 18. DIMENSIONS: A. ALL DIMS SHALL TAKE PRECEDENCE OVER SCALE. B. ALL DIMS ARE TO FACE OF STUD / CONCRETE / MASONRY UNO C. CLG HGT DIMS ARE FROM FACE OF SLAB TO FACE OF FIN CLG MATERIAL UNO 19. DO NOT SCALE DRAWINGS 20. PROVIDE ALL NECESSARY BLOCKING, BACKING, & FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, AC EQUIP, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQ. 21. WHERE LARGER STUDS OR FURRING ARE REQ TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNO. 22. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQ BY THE APPLICABLE CODES. ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF TRAVEL. 23. ALL GLASS AND GLAZING SHALL COMPLY WITH THE APPLICABLE CODES. 24. WALL AND CLG MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE APPLICABLE CODES. 25. SURVEYORS CERTIFICATE REQ PRIOR TO FINAL COMPLETION. 26. THE DBE SHALL COMPLY WITH THE APPLICABLE CODES FOR FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. 1. PROVIDE COMPLETE PHOTOVOLTAIC ARRAY SYSTEM OVER PARKING CANOPY. SEE KEYNOTE 26.01 ON ARCHITECTUAL SITE PLAN, AND SEE KEYNOTE ON ELECTRICAL SITE PLAN. 2. EXTEND ELECTRICAL, DOMESTIC WATER, AND SEWER SYSTEM INFRASTRUCTURE TO OPEN GREEN FEILD. SEE KEYNOTE ON CIVIL UTILITY PLAN, AND SEE KEYNOTE ON ELECTRICAL SITE PLAN. RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GENERAL PROJECT INFORMATION & SHEET INDEX G0.20 33236 MG / TP ADA CONSTRUCTION SUPPORT FACILITIES PROJECT DIRECTORY VICINITY MAPPROJECT SCOPE LIMIT OF WORK BASIS OF DESIGN NOTE ABBREVIATIONSSYMBOLS SHEET INDEX SHEET NUMBER SHEET NAME GENERAL G0.00 COVER SHEET G0.20 GENERAL PROJECT INFORMATION & SHEET INDEX G0.40 CALGREEN 1 G0.41 CALGREEN 2 G0.42 CALGREEN 3 G0.43 CALGREEN 4 G1.01 SITE CODE & FIRE ACCESS PLAN G2.01 CODE ANALYSIS & EGRESS PLAN CIVIL C0.01 CIVIL NOTES C0.02 EXISTING CONDITIONS PLAN C1.01 DEMOLITION PLAN C2.01 CONCEPTUAL GRADING PLAN C3.01 CONCEPTUAL STORM DRAIN PLAN C4.01 CONCEPTUAL UTILITY PLAN LANDSCAPE L0.01 LANDSCAPE NOTES AND LEGENDS L1.01 MATERIALS PLAN L7.01 PLANTING PLAN ARCHITECTURE A0.21 SITE PLAN A2.01 FLOOR PLAN A2.02 ROOF PLAN A2.21 FLOOR FINISHES PLAN A2.31 REFLECTED CEILING PLAN A2.41 EQUIPMENT/ FURNITURE PLAN A3.01 EXTERIOR ELEVATIONS A3.11 BUILDING SECTIONS MECHANICAL M0.01 MECHANICAL LEGENDS AND GENERAL NOTES M5.01 MECHANICAL ZONING PLANS M5.02 MECHANICAL ZONING PLANS PLUMBING P0.10 PLUMBING LEGENDS AND GENERAL NOTES P1.00 PLUMBING SITE PLANS P2.01 PLUMBING FLOOR PLAN P2.02 PLUMBING ROOF PLAN P4.01 PLUMBING ENLARGED PLANS P6.00 PLUMBING SCHEDULES ELECTRICAL E0.01 ELECTRICAL LEGEND & GENERAL NOTES E0.02 ELECTRICAL GENERAL NOTES E0.21 ELECTRICAL SITE PLANS E0.31 LIGHTING SITE PLAN E2.01 ELECTRICAL POWER PLANS E2.13 ELECTRICAL MECHANICAL POWER ROOF PLANS E5.00 ELECTRICAL SINGLE LINE DIAGRAMS TOTAL NUMBER OF SHEETS: 41 APPLICABLE CODES FIRE LIFE AND SAFETY NOTESCONSTRUCTION NOTES ALTERNATES Page 215 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 1 G0.40 33236 Checker Page 216 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 2 G0.41 33236 Checker Page 217 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 3 G0.42 33236 Checker Page 218 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CALGREEN 4 G0.43 33236 Checker Page 219 of 256 AC NOPARKINGEVCHARGINGONLYEVCHARGINGONLYNOPARKING1 EVCS1 EVCS 1 1 ADA 1 ADA TYP. 02.01 PROPOSED NEW BUILDING FIRE STATION W LUCHESSA AVE.MILLER AVE.PUBLIC PARKING SPACES 14'-4 3/8"99'-6"63'-6 1/8"SS3540'-3 1/4"1. SITE DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR SPECIFIC DIMENSION INFORMATION. 2. ALL PARKING SHALL COMPLY WITH THE GILROY MUNICIPAL CODE. 3. MOTORIZED ROLLING GATES: IN THE EVENT OF LOSS OF NORMAL POWER TO THE GATE OPERATING MECHANISMS, IT SHALL BE AUTOMATICALLY TRANSFERRED TO A FAIL-SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN BY A SINGLE FIREFIGHTER WITHOUT ANY OTHER ACTIONS, KNOWLEDGE, OR MANIPULATION OF THE OPERATING MECHANISM BEING NECESSARY AND WITHOUT THE USE OF BATTERY BACK-UP POWER. THE GATE SHALL BE CONNECTED TO THE BUILDING EMERGENCY POWER SOURCE 4. THE GATE CONTROL FOR ELECTRONIC GATES SHALL BE OPERABLE BY A KNOX EMERGENCY OVERRIDE KEY SWITCH (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED BETWEEN 42" AND 48" ABOVE THE ROADWAY SURFACE AT THE RIGHT SIDE OF THE ACCESS GATE WITHIN TWO FEET OF THE EDGE OF THE ROADWAY. THE KEY SWITCH SHALL BE READILY VISIBLE AND UNOBSTRUCTED FROM THE FIRE LANE LEADING TO THE GATE. THE KEY SWITCH SHALL BE CLEARLY LABELED "FIRE DEPT." 5. VERIFY ALL SIGN TEXT, COLOR, AND GRAPHICS WITH THE ARCHITECT PRIOR TO FABRICATION. ACCESSIBLE BUILDING ENTRANCE ACCESSIBLE PATH OF TRAVEL* 1 PARKING STALL COUNT APPROXIMATE ROADWAY CENTERLINE PROPERTY LINE *ACCESSIBLE PATH OF TRAVEL (P.O.T. BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. P.O.T. SHALL MAINTAIN FREE OF OVERHANG OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-204 AND 11B-307). ARCHITECT TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 11B-206 PER 11B-201.4. CONSTRUCTION SUPPORT FACILITIES, RELATED PARKING, AND TOILETS SHOULD BE INCLUDED IN THE PATH OF TRAVEL (EXCEPT AS NOTED IN 11B-203.2) S KNOX SWITCH FOR GATE ENTRY RECESSED KNOX BOX FIRE HYDRANT FIRE LANE-20' WIDE U.N.O. WITH 17' RAD. MIN. ADJACENT CURBS TO BE PAINTED RED FROM BASE OF CURB RISER TO BACK OF THE CURB, WHERE REQUIRED. LETTERING SHALL BE WHITE, 3" IN HEIGHT AND HAVE A 3/4" STROKE. CURB LETTERING SHALL STATE "NO PARKING-FIRE LANE," CVC 225000.1, AND SHALL OCCUR AT NOT LESS THAN 25 FOOT INTERVALS. FDC EXISTING PATH OF TRAVEL (N.I.C. EXISTING TO REMAIN) LIMIT OF WORK (L.O.W.) SITE PARKING CALCULATIONS TOTAL *NOTES TOTAL PARKING 13 *TOTAL USER PARKING TOTAL: 13 ADA PARKING 2 EVCS-FUTURE (TOTAL) 2 EVCS (TOTAL) 2 BIKE PARKING- SHORT TERM 3 BIKE PARKING- LONG TERM 2 1 PARKING STALL COUNT 1" = 20'-0" G1.01 05SITE ACCESSIBILITY PLAN RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020SITE CODE & FIRE ACCESS PLAN G1.01 33236 Checker KEYNOTES 02.01 BUILDING OVERHANG GENERAL NOTES LEGEND PARKING P R O J E C T N O R T HN Page 220 of 256 WP WP WPWPWP WP J M M M M MM M MM M M M M MJ J JJJJJCLNGJ J J J J J WP WP J JCLNGCLNGCLNGCLNGCLNG FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (CBC TABLE 601): STRUCTURAL FRAME: EXTERIOR BEARING WALLS: INTERIOR BEARING WALLS: EXTERIOR NONBEARING WALLS: INTERIOR NONBEARING WALLS: FLOOR CONSTRUCTION: ROOF CONSTRUCTION: FIRE-RESISTANCE RATING REQ FOR EXTERIOR WALLS (CBC TABLE 705.5) 1-HR PROTECTED: NO PROTECTION REQ: BUILDING USE: CONSTRUCTION CLASSIFICATION (CBC 602): OCCUPANCY CLASSIFICATION (CBC 302 & 508.3): FIRE PROTECTION: ACCESSORY OCCUPANCY (CBC 508.2): INCIDENTAL USES (CBC 509): ALLOWABLE BUILDING HEIGHT AND NUMBER OF STORIES (BASED ON S-1 AREA INCREASE WITH SPRINKLERS) (CBC 504 & TABLE 504.3, CBC 504 & TABLE 504.4): ALLOWABLE BUILDING AREA (CBC 506.2.3 & TABLE 506.2): ACTUAL BUILDING HEIGHT: ACTUAL NUMBER OF STORIES: FIRST FLOOR BUILDING AREA1: EXTERIOR ROOF PROJECTION (UNCONDITIONED)1: OVERALL BUILDING AREA1: FIRE STATION TYPE V-B B, R-2, S-2 (NONSEPARATED OCCUPANCIES - MOST RESTRICTIVE OCCUPANCY ALLOWABLE AREA, HEIGHT & STORIES) AUTOMATIC FIRE SPRINKLER SYSTEM PER NFPA 13 F-2: FACTORY (WORK ROOM): 99 SF ACCESSORY FLOOR AREA/ TOTAL FLOOR AREA 99 SF/ 6,687 SF = 0.014 = 1.4% 1.4% < 10% FLOOR AREA B: 60'/ 3 STORIES R-2: 40'/ 2 STORIES S-2: 60'/ 3 STORIES B: 36,000 SF R-2: 28,000 SF S-2: 54,000 SF 26'-6<40' - OK 26'-6" - OK 1 STORY - OK 6,687 SF 6,687 SF < 2,226 SF 8,939 SF < 28,000 - OK 8,939 SF OLF 1:50 GROSS = 1:200 GROSS = 1:150 GROSS = 1:200 GROSS = 1:300 GROSS = 1:50 GROSS = 1:50 GROSS = 1:300 GROSS = 1:100 GROSS = TOTAL FUNCTION RESIDENTIAL2 DORMITORIES BUSINESS AREAS PARKING GARAGES2 STORAGE2 EXCERCISE ROOMS2 LOCKER ROOM2 MECHANICAL2 WORK ROOM2 OCCUPANT LOAD PER FLOOR: LEVEL 1: 1BUILDING AREAS INCLUDE HORIZONTAL PROJECTIONS OF THE ROOF OR FLOOR ABOVE BUT EXCLUDE VENT SHAFTS & COURTS. (CBC 202) 0 0 0 0 0 0 0 < 10'-0" ≥ 10'-0" 71 OCCUPANTS # OF EXITS REQUIRED = 2 # OF EXITS PROVIDED = 7 AREA 1,127 SF 1,884 SF 356 SF 2,083 SF 443 SF 345 SF 156 SF 194 SF 99 SF 6,687 SF OCCUPANTS 25 11 4 11 5 7 4 3 1 71 MAX FLOOR AREA ALLOWANCES PER OCCUPANT (CBC TABLE 1004.5): ELEVATION ALLOWABLE AREA DISTANCE TO PL NORTH 40'-3"NO LIMIT EAST NO LIMIT SOUTH 63'-6" NO LIMIT WEST 16'-11" 75% 99'-6" MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (TABLE 705.8) FOR UNPROTECTED, SPRINKLERED BUILDINGS. FIRE SEPARATION DISTANCE ALLOWABLE AREA 15'-0'>FSD>20'-0" FSD>20'-0" =75% =NO LIMIT MEANS OF EGRESS SIZING (CBC 1005.3): EGRESS COMPONENTS OTHER THAN STAIRWAYS: # OCCUPANTS X 0.2 = EGRESS WIDTH NUMBER OF EXISTS/ EXIT ACCESS DOORWAYS (CBC TABLE 1006.2.1) PROVIDE 2 EXITS IN ALL ROOMS WITH B OCCUPANT LOADS ABOVE 49 PROVIDE 2 EXITS IN ALL ROOMS WITH R-2 OCCUPANT LOADS ABOVE 20 PROVIDE 2 EXITS IN ALL ROOMS WITH S-2 OCCUPANT LOADS ABOVE 29 MAXIMUM COMMON PATH OF TRAVEL (CBC TABLE 1006.2.1): B & S-2 OCCUPANCY: 100'-0" R-2 OCCUPANCY: 125'-0" MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE1017.2): B & R-2 OCCUPANCY: 250'-0" S-2 OCCUPANCY: 400'-0" ROOM NUMBER SQUARE FOOTAGE OCCUPANT LOAD OCCUPANCY LOAD FACTOR OCCUPANCY GROUP COMBINED ROOM OCCUPANCY LOAD INDIVIDUAL ROOM OCCUPANCY LOAD PATH OF EXIT ACCESS TRAVEL PER CBC TABLE 1017.2 COMMON PATH OF TRAVEL PER CBC TABLE 1006.2.1 B OCCUPANCY (OFFICE. ADMIN) 1:150 GROSS ROOF OVERHANG (NO OCCUPANT LOAD) S-2 OCCUPANCY (APPARATUS BAY) 1:200 GROSS F-2 OCCUPANCY (WORK ROOM) 1:300 GROSS 1 HOUR RATED PARTITION FIRE EXTINGUISHER CABINET INDICATES PANIC HARDWARE REQUIRED FE PH REQUIRED PROVIDED 0" 0"EGRESS WIDTH REQUIRED EGRESS WIDTH PROVIDED ### SF Occ-Load OCC. Room Name ### #1:OLF 0 0 R-2 OCCUPANCY (LIVING QUARTERS) 1:200 GROSS 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 8 8 97 SF 1 OCC. ACCESSIBLE RESTROOM/ SHOWER 111 R-2 1:200 79 SF 1 OCC. RESTROOM/ SHOWER 110 R-2 1:200 79 SF 1 OCC. RESTROOM/ SHOWER 109 R-2 1:200 153 SF 1 OCC. LAUNDRY/ JANITOR 108 R-2 1:200 131 SF 1 OCC. ELECTRICAL 121 S-2 1:300 111 SF 1 OCC. DORM 112 R-2 1:200 111 SF 1 OCC. DORM 113 R-2 1:200 111 SF 1 OCC. DORM 114 R-2 1:200 111 SF 1 OCC. DORM 115 R-2 1:200 111 SF 1 OCC. DORM 116 R-2 1:200 234 SF 2 OCC. NON-RATED CORRIDOR 119 R-2 1:200 81 SF 2 OCC. NON-RATED CORRIDOR 107 R-2 1:50 156 SF 4 OCC. TURNOUT 122 S-2 1:50 69 SF 1 OCC. MEDICAL STORAGE 124 S-2 1:300 84 SF 1 OCC. MDF 123 S-2 1:300 302 SF 7 OCC. DAY ROOM 106 R-2 1:50 340 SF 7 OCC. DINING 104 R-2 1:50 345 SF 7 OCC. WEIGHT ROOM 102 B 1:50 203 SF 2 OCC. SHARED OFFICE 101 B 1:150 122 SF 1 OCC. CAPTAIN'S OFFICE 117 B 1:150 2087 SF 11 OCC. APPARATUS BAY 125 S-2 1:200 55 SF 1 OCC. ACCESSIBLE RESTROOM 131 S-2 1:300 184 SF 1 OCC. DECONTAMINATION 130 S-2 1:300 98 SF 1 OCC. WORK ROOM 126 F-2 1:300 26 SF 1 OCC. FIRE RISER 129 S-2 1:300 37 SF 1 OCC. AIR COMP. 127 S-2 1:300 212 SF 5 OCC. KITCHEN 103 R-2 1:50 50 SF 1 OCC. STOR. 128 S-2 1:300 31 SF 1 OCC. STOR. CLOSET 118 B 1:150 180 SF 4 OCC. NON-RATED CORRIDOR 105 R-2 1:50 TO CLOSEST O PENING16'-11"P R O P E R T Y LI N E 1 1 1 1 1 1 1 1 1 8 1 1 4 08.01 08.01 08.01 08.01 08.01 1 4 7 68'-1 3/4"65'-6"19 1 1 7 64'-7"23'-0"14'-2"80'-8" 1 1 1 2 7 1 7HOSE STORAGEPH PH PH 21 OCCUPANTS LAVATORIES DRINKING FOUNTAIN MEN WOMEN REQUIRED FIXTURES WATER CLOSET URINALS PROVIDED FIXTURES MINIMUM PLUMBING FACILITIES: OCCUPANT LOAD FACTOR (IN ACCORDANCE WITH CBC): 71 TOTAL OCCUPANTS = 36 MALES & 35 FEMALES R-2 OCCUPANCY 37 TOTAL OCCUPANTS = 19 MALES & 18 FEMALES MINIMUM PLUMBING FACILITIES (CPC TABLE 422.1): R-2 OCCUPANCY SERVICE SINK 2 2 X* - 2 2 1 1 LAVATORIES DRINKING FOUNTAIN MEN WOMEN WATER CLOSET URINALS SERVICE SINK 2 3 1 - 2 2 1 1 2BUILDING OCCUPANTS WILL BE FIVE (5) MAX. REGULAR DORMITORY OCCUPANTS FOR 48 HOUR SHIFTS. ALL OTHER SPACES ARE ACCESSORY TO THE R-2 DORMITORY OCCUPANTS. 3RESTROOM FACILITIES ARE UNISEX RESTROOMS 4URINAL COUNTS INCLUDE TOILETS AT GENDER NEUTRAL RESTROOMS. PROPOSED BUILDING AREA: 8,939 SF BASIC REQUIRED FLOW (DURATION) 1: 2,500 GPM (2 HOURS) HYDRANT REQUIREMENTS PER CFC APPENDIX SECTION B105.2: NUMBER OF HYDRANTS MIN.1 HYDRANT SPACING (ONSITE / TO ROAD)4 500' / 250' 1. PER 2025 CFC APPENDIX B, SECTION B105.1, TABLE B105.1(2). 2. REDUCTION TO 25% OF REQUIRED FIRE-FLOW PRESCRIBED IN TABLE B105.1(2) OF WITH A MINIMUM FIRE-FLOW RATE OF 1,000 GPM, FOR THE PRESCRIBED DURATION IN TABLE B105.1(2) PER 2022 CFC TABLE B105.2. 3. REDUCTION OF FIRE FLOW LIMITED TO 50% MAX. REDUCTION PER CITY OF GILROY ORDINANCE NO 2025-07. 4. NUMBER OF HYDRANTS PROVIDED PER SPACING REQUIREMENTS IN 2025 CFC APPENDIX C, TABLE C102.1. NOTES: ADJUSTED REQUIRED FLOW 2,3:1,250 GPM (2 HOURS) FIRE FLOW ANALYSIS CONSTRUCTION TYPE: TYPE V-B, FULLY SPRINKLERED RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020CODE ANALYSIS & EGRESS PLAN G2.01 33236 Checker KEYNOTES 08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310. CODE ANALYSIS LEGEND 1/8" = 1'-0" G2.01 05CODE ANALYSIS & EGRESS PLAN PROJECT NORTHNPLUMBING ANALYSIS Page 221 of 256 EEFWFWSDSDWW1.THE INTENT OF THE DEMOLITION PLAN IS TO DESCRIBE IN GENERAL THE DEMOLITIONAREAS AFFECTED BY THE PROJECT CONSTRUCTION. IT IS NOT INTENDED AS ADETAILED DESCRIPTION OF EXISTING ITEMS OR ELEMENTS TO BE REMOVED. THEDESIGN-BUILD ENTITY (DBE) SHALL VISIT THE SITE AND REVIEW ANY AVAILABLERECORD DOCUMENTS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS ANDSHOULD INCLUDE THE REMOVAL OF ALL ITEMS NECESSARY FOR THE PROPEREXECUTION AND COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARECOMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIREDBY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEINGNECESSARY TO PRODUCE THE INTENDED RESULTS.2.REMOVE EXISTING BUILDINGS, FOUNDATIONS AND SERVICE UTILITIES AS INDICATED ONPLANS. CAP ALL UTILITIES AT APPROPRIATE POINTS. ALL EXISTING ELECTRICAL /TELEPHONE / CATV UTILITIES SHALL BE REMOVED AS INDICATED OR BACK TO THEPOINT WHERE THE SPECIFIC UTILITY SYSTEM ENTERS THE WORK AREA. COORDINATEDEMOLITION OF ALL UTILITIES WITH THE OWNER. ALL UTILITIES CONNECTED TOEXISTING BUILDINGS TO REMAIN SHALL CONTINUE TO BE OPERATIONAL DURING THEDEMOLITION PROCESS. DOMESTIC AND FIRE SERVICE WATER AND NATURAL GAS SHALLBE REMOVED TO A POINT OUTSIDE THE PERIMETER OF PROPOSED NEWCONSTRUCTION TO EXISTING VALVES OR SIMILAR SHUT-OFF DEVICES. IF A SHUT-OFFDEVICE IS NOT REASONABLY ADJACENT TO THE PERIMETER OF THE PROPOSED NEWCONSTRUCTION, PROVIDE A SHUT-OFF DEVICE IN BELOW-GRADE YARD BOX. CONFIRMLOCATION OF NEW DEVICES WITH OWNER PRIOR TO INSTALLATION. SANITARY SEWERAND STORM DRAINAGE SHALL BE CAPPED TO A POINT OUTSIDE THE PERIMETER OFTHE PROPOSED NEW CONSTRUCTION. OTHER UTILITIES NOT SPECIFICALLY IDENTIFIEDIN THESE DOCUMENTS AND NOT ANTICIPATED FOR REUSE SHALL BE REMOVED INENTIRETY.3.FOR ALL EXISTING MATERIALS THAT CAN BE SALVAGED, OWNER HAS FIRST RIGHT OFREFUSAL FOR REMOVED ITEMS THAT MAY HAVE RESIDUAL COMMERCIAL OR HISTORICVALUE INCLUDING HARDWARE, GLASS, CORNER STONES, TIME CAPSULES, LIGHT STANDARDS, SIGNS, FENCING, BENCHES, WATER FOUNTAINS, TRASH CONTAINERS,ETC. SHALL REMAIN AS PROPERTY OF THE OWNER. ALL ITEMS TO BE SALVAGED FORREUSE/REINSTALLATION MUST MEET CURRENT CODE REQUIREMENTS. COORDINATEITEMS TO BE RETAINED WITH OWNER AND REMOVE FROM CONSTRUCTION SITE TO ALOCATION APPROVED BY OWNER. REMOVED MATERIALS, NOT INDICATED OR DIRECTEDTO BE SALVAGED FOR THE OWNER'S BENEFIT ARE DEBRIS AND BECOME THE DBE'SPROPERTY UPON REMOVAL.4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ORSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLERECORDS AND FIELD SURVEYS. THE DBE SHALL CONTACT UNDERGROUND SERVICEALERT, UTILITY COMPANIES, AND/OR FIELD VERIFY AND LOCATE ALL UTILITIES BEFOREPROCEEDING WITH WORK. THE DBE IS ALSO REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OFRECORD OR NOT SHOWN ON THESE PLANS. NOTIFY THE ENGINEER IF ADDITIONALUTILITIES ARE LOCATED OR IF CONFLICTS ARE FOUND WITH EXISTING CONDITIONS.5.ALL TREES TO BE REMOVED SHALL BE MARKED BY DBE AND APPROVED FOR REMOVALBY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO REMOVING OR CUTTINGTREE(S). EXISTING ROOTS SHALL BE GRINDED TO A DEPTH OF APPROXIMATELY 3-FEET.USE CAUTION WHILE GRINDING WHEN EXISTING UTILITIES ARE IN CLOSE PROXIMITY TOTREES. ALL TREES TO REMAIN WITHIN THE LIMIT OF WORK SHALL BE PROTECTED ANDMAINTAINED PER SPECIFICATIONS AND DETAILS.6.SAWCUT EXISTING CONCRETE AND ASPHALT TO AN EXISTING CONTROL JOINT WHEREPOSSIBLE, AT MINIMUM TO A NEAT-STRAIGHT LINE. ALL DEBRIS SHALL BE HAULEDOFFSITE TO A LEGAL DUMPING SITE OR SALVAGED FOR REUSE ON PROJECT AS NOTED.7.WORK WITHIN CITY, COUNTY, OR STATE RIGHT-OF-WAY REQUIRES A SEPARATEENCROACHMENT PERMIT WHICH THE DBE IS RESPONSIBLE FOR OBTAINING PRIOR TOSTARTING WORK WITHIN RIGHT-OF-WAY.8.DBE TO COORDINATE UTILITY DEMOLITION WITH DRAINAGE AND UTILITY WORK SHOWNIN THIS PLAN SET. ALL UTILITY SHUTDOWNS SHALL BE COORDINATED PER PROJECTSPECIFICATIONS.9.EXISTING DRY UTILITIES SHOWN FOR DEMOLITION ARE SHOWN FOR COORDINATIONONLY. REFER TO OTHER DISCIPLINES FOR LIMITS AND DETAILS OF DEMOLITION.10.THE DBE SHALL RECYCLE CONSTRUCTION DEBRIS, ASPHALT, AND CONCRETEGENERATED FROM REMOVALS REQUIRED TO CONSTRUCT THE PROJECT. THE DBE ISTO RECYCLE THE WASTE MATERIAL THROUGH AN APPROVED RECYCLING PLANT.11.A LIST OF FACILITIES THAT ACCEPT CONSTRUCTION & DEMOLITION DEBRIS CAN BEFOUND ON THE CALRECYCLE WEBSITE AT:HTTPS://WWW.CALRECYCLE.CA.GOV/CONDEMO1.THE DBE SHALL CONTACT THE RESPECTIVE UTILITY OWNERS FOR LOCATION,REMOVAL, AND/OR RELOCATION OF ANY UTILITY SERVICES AFFECTED BYCONSTRUCTION. THE DBE SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURESTO PROTECT UNDERGROUND OR OVERHEAD STRUCTURES WHETHER OR NOT THEYARE SHOWN ON THESE DRAWINGS.2.THE DBE SHALL NOTIFY THE PROJECT INSPECTOR AND THE RESPECTIVE UTILITYOWNERS AND OTHER AGENCIES AT LEAST TWO WORKING DAYS PRIOR TO START OFCONSTRUCTION.3.THE DBE SHALL BE RESPONSIBLE FOR EXPOSING, VERIFYING LOCATIONS (BOTHHORIZONTAL AND VERTICAL), AND MAINTAINING ALL EXISTING UNDERGROUNDUTILITIES, BOTH SHOWN ON THE PLANS AND/OR NOT SHOWN ON THE PLANS DURINGCONSTRUCTION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE ENGINEER.THE DBE SHALL LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OFCONSTRUCTION TO PERMIT REVISIONS TO PLANS BECAUSE OF LOCATIONS OFEXISTING FACILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIORTO THE COMMENCEMENT OF WORK.4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/ORSTRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THEAVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE AREPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION ORTHE EXISTENCE, OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THELIMITS OF THIS PROJECT. THE DBE IS REQUIRED TO TAKE ALL DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITIES OF RECORD AND/OR NOT OF RECORD SHOWNOR NOT SHOWN AND ANY OTHER LINE(S) OR STRUCTURE(S) NOT SHOWN ON THESEPLANS. THE DBE IS RESPONSIBLE FOR THE PROTECTION OF, AND/OR DAMAGE TOTHESE LINE(S) AND/OR STRUCTURE(S).5.THE DBE SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AT PROPOSED BUILDINGFOUNDATIONS, FOOTINGS, AND WALLS TO PROTECT EXISTING UTILITIES IN PLACE.6.UNAUTHORIZED CHANGES AND USES - CAUTION: THE ENGINEER PREPARING THESEPLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TOOR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANDMUST BE APPROVED BY THE PREPARER OF THESE PLANS.7.THE DBE SHALL MAINTAIN THE EXISTING ACCESSIBLE ROUTE CLEAR OR PROVIDE ANALTERNATE ACCESSIBLE ROUTE OF TRAVEL DURING DEMOLITION AND/ORCONSTRUCTION.8.THE DBE SHALL MAINTAIN THE EXISTING FIRE EXITS AND STAIRS CLEAR AND USABLEOR PROVIDE ALTERNATE FIRE EXITS DURING DEMOLITION AND/OR CONSTRUCTION.PORTIONS OF DEMOLITION MAY REQUIRE BLOCKING AND/OR OBSTRUCTING THROUGHACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. IT SHALL BE THE SOLE RESPONSIBILITYOF THE DESIGN-BUILD ENTITY (DBE) TO PROVIDE A FIRE WATCH SPECIALIST SERVICE FORTHE DURATION OF TIME THAT EMERGENCY / FIRE ACCESS VEHICLES ARE BLOCKED AND/OROBSTRUCTED DURING CONSTRUCTION UNLESS EQUIVALENT ALTERNATE MEASURES ARETAKEN TO ENSURE CONTINUOUS ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES. DBE TOCOORDINATE THROUGH ACCESS TO EMERGENCY / FIRE ACCESS VEHICLES WITH THE LOCALFIRE AUTHORITY HAVING JURISDICTION.FOR SITE PREPARATION, OVEREXCAVATION, FOUNDATION RECOMMENDATIONS, PAVEMENT,SUBGRADE, AND GRADATION REQUIREMENTS SEE DRAFT GEOTECHNICAL INVESTIGATIONREPORT ENTITLED:"GEOTECHNICAL INVESTIGATIONSANTA TERESA FIRE STATIONSOUTHEAST CORNER OF WEST LUCHESSA AVENUEAND MILLER AVENUEGILROY, CALIFORNIA"PREPARED BY:GEOCON CONSULTANTS, INC6671 BRISA STREETLIVERMORE, CA 94550PROJECT NO: E9213-04-06DATED: JANUARY 9, 20261.IT IS THE DESIGN-BUILD ENTITY'S (DBE) RESPONSIBILITY TO REVIEW THE GRADINGPLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THEGRADING DBE'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IFONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORKQUANTITIES.2.THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZEDAS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BEPRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION ISFOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS. ANY DEVIATION SODETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES.3.THE DBE IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONEAND INCLUDE ALL COSTS THEREFROM WITH HIS BID, AS NO ADDITIONAL ALLOWANCEWILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER.4.OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADINGACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIESWHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURECONTENT.5.OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE DBEAND SHALL BE INCLUDED IN THE BID. THE DBE SHALL HOLD THE OWNER AND ENGINEERHARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM THE ACTIONS ENROUTE ORAWAY FROM THE SITE.6.EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICALANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEYOF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION.EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARDENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNINGAGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASUREDCONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARYAS A RESULT.7.ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLERESPONSIBILITY OF THE DBE.8.PAVEMENT AND SUBGRADE RECOMMENDATIONS RELATED TO OVER-EXCAVATION,PAVEMENT SUBGRADE, ETC., PER GEOTECHNICAL REPORT.CADD FILES OF TOPOGRAPHY AND SURVEY PROVIDED BY THE CITY OF GILROY DO NOTCONTAIN VERTICAL AND HORIZONTAL DATUM INFORMATION.DEDICATED PRIVATEFIRE SERVICEREMOVE EXISTING UTILITYSANITARY SEWER LINEDOMESTIC WATER LINESTORM DRAIN LINE(≤8" DIAMETER)FLOW LINE1.DESIGN-BUILD ENTITY (DBE) SHALL ENSURE THAT THE CONSTRUCTION SITE ISPREPARED PRIOR TO THE START OF CONSTRUCTION. DBE SHALL HAVE ALL EROSIONAND SEDIMENT CONTROL MEASURES IN PLACE AT ALL TIMES DURING CONSTRUCTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTILDISTURBED AREAS ARE STABILIZED.3.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE ANDAFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.4.DBE SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR MAINTENANCE OFBMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OR EROSION ANDSEDIMENT CONTROL PLAN.5.IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE,DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LEFTEXPOSED OVER THE WINTER SEASON.6.THE DBE SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIOR TOCOMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTED BYTHE DBE TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFICENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE.7.ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OFEACH WORKING DAY OR MORE OFTEN AS NECESSARY.8.DBE SHALL PLACE GRAVEL/SAND BAGS AROUND ALL NEW DRAINAGE STRUCTUREOPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESEGRAVEL/SAND BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTILCONSTRUCTION IS COMPLETED.9.DBE SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS:A.SOLID WASTE MANAGEMENT:PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FORREGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANICDEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS ANDDOMESTIC WASTE DAILY.B.MATERIAL DELIVERY AND STORAGE:PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENTSUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDE COVERING FORSOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDING SHELL WHENPOSSIBLE. INSPECT AREA WEEKLY.C.CONCRETE WASTE:PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETETRUCK WASH-OUT. CONCRETE WASHOUT CANNOT BE WITHIN 50' MINIMUM OF DRAININLETS. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A CONCRETETRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE STORM DRAINS VIA CURBAND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLY FOR REMOVAL OFHARDENED CONCRETE.D.PAINT AND PAINTING SUPPLIES:PROVIDE INSTRUCTION TO EMPLOYEES AND SUBDBES REGARDING REDUCTION OFPOLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP. INSPECT SITEWEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL.E.VEHICLE FUELING, MAINTENANCE AND CLEANING:PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH ASBERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENTWITH DRIP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENT TOA MINIMUM. INSPECT AREA WEEKLY.F.HAZARDOUS WASTE MANAGEMENT:PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THEDRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL ANDTRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUNDON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUMPRODUCTS, FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZERS,STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS.11.DBE SHALL HYDROSEED ALL GRADED SLOPES. NATIVE SEED MIX SHALL BE 20% LANAPUBESCENT WHEAT GRASS, 40% BLANDO BROME, AND 40% ANNUAL RYE GRASS ANDSHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. SOIL BINDING AGENT SHALLBE VERDYOL, SENTINEL, OR EQUAL, APPLIED AT A RATE OF 110 POUNDS PER ACRE.MULCH SHALL BE SILVER-FIBER, CONWED, OR EQUAL, APPLIED AT A RATE OF 1,000POUNDS PER ACRE. FERTILIZER SHALL BE AGRI-FORM 16-7-12, BEST 16-6-8, OR EQUAL,APPLIED AT A RATE OF 500 POUNDS PER ACRE. THE DBE SHALL WATER SEEDED AREASOR RESEED AS NECESSARY TO ENSURE SUFFICIENT PLANT DEVELOPMENT FOREROSION CONTROL.12.NO GRADING SHALL BE DONE UNTIL SITE- AND SEASON-SPECIFIC SOIL LOSS ANDHOUSEKEEPING STORMWATER BMPs HAVE BEEN APPROVED BY THE INSPECTOR. THEDBE SHOULD EMPLOY THE DESIGN BMPs AND ANY OTHERS NEEDED AS SITUATIONSARISE. DBE SHOULD CONDUCT SITE INSPECTIONS BEFORE, DURING AND AFTER EACHEXTENDED STORM EVENT TO IDENTIFY CONDITIONS THAT MAY CONTRIBUTE TOEROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANT DISCHARGES. IFADDITIONAL CONTROL MEASURES ARE NEEDED, DBE SHOULD IMPLEMENT THEMIMMEDIATELY.RIGHT OF WAY/PROPERTY LINEFENCEAPPROXIMATE CUT:16 CYAPPROXIMATE FILL:2,684 CYNOTES:1.PRELIMINARY EARTHWORK QUANTITIES INDICATED ARE BASED ON COMPARINGPROPOSED GROUND TO EXISTING GROUND. SHRINKAGE FACTOR, UNDERCUT OFBUILDING SLAB/PAVEMENT, TRENCH SPOILS AND OVER-EXCAVATION ARE NOT TAKENINTO ACCOUNT.2.EARTHWORK QUANTITIES INDICATED ARE FOR REFERENCE ONLY. DESIGN-BUILDENTITY (DBE) IS RESPONSIBLE FOR ACTUAL QUANTITIES.ABAGGREGATE BASEACASPHALT CONCRETE PAVEMENTAEACCESS EASEMENTASPHASPHALT PAVINGBCBEGIN CURVATUREBCRBEGIN CURB RETURNBFPBACK FLOW PREVENTERBIBOX INLETBMBENCHMARKBOPBOTTOM OF PIPEBORBOTTOM OF RAMPBSBOTTOM OF STAIRSBVCBEGIN VERTICAL CURVATUREBWBOTTOM OF WALLC&GCURB AND GUTTERC/L,CLCENTER LINECBCATCH BASINCONSTCONSTRUCTCRCURB RETURNCTCOURTCULCULVERTDIDROP INLETDIPDUCTILE IRON PIPEDWDOMESTIC WATERD/WDRIVEWAYDE DRAINAGE EASEMENTDRDRIVE(E)EXISTINGEEASTECEND CURVATUREECREND CURB RETURNEGEXISTING GRADEELEVELEVATIONEOCEDGE OF CONCRETEEPEDGE OF PAVEMENTEQEQUALESMTEASEMENTEVCEND OF VERTICAL CURVATUREFFFINISHED FLOORFFEFINISHED FLOOR ELEVATIONFGFINISHED GRADEFHFIRE HYDRANTFLFLOWLINEFSFINISHED SURFACEFWFIRE PROTECTION SERVICE WATERGBGRADE BREAKGFLGUTTER FLOWLINEGSLLIMITS OF GRAVITY SEWERGRGRATEGVGAS VALVEHBHOSE BIBHPHIGH POINTICVIRRIGATION CONTROL VALVEINTXPOINT OF INTERSECTIONINVINVERTJPJOINT POLELELANDSCAPE EASEMENTLFLINEAR FEETLIPLIP OF GUTTERLPLOW POINTLTLEFTMAXMAXIMUMMHMANHOLEMINMINIMUMMOCMIDDLE OF CURVATURENNORTHNGNATURAL GRADENTSNOT TO SCALEOCON CENTER(P)PROPOSED, NEWPAPLANTING AREAPBCPULL BOX CABLEPBEPULL BOX ELECTRICPBTPULL BOX TELEPHONEPBWPULL BOX WATERPCCPOINT OF COMPOUND CURVATUREPEPEDESTRIAN EASEMENTPIPOINT OF INTERSECTIONPIVCPOINT OF INTERSECTION VERTICALCURVATUREPLPROPERTY LINEPOCPOINT OF CONNECTIONPPPOWER POLEPRCPOINT OF REVERSE CURVATUREPVCPOLYVINYL CHLORIDEPVMTPAVEMENTRRADIUSRCPREINFORCED CONCRETE PIPERIMTOP RIM OF STRUCTUREROWHIGHWAY EASEMENTRTRIGHTRWRECLAIMED WATERR/WRIGHT OF WAYSSOUTH OR SLOPESBESETBACK EASEMENTSCOSANITARY SEWER CLEANOUTSDSTORM DRAINSDMHSTORM DRAIN MANHOLESFSQUARE FEETSHTSHEETSTASTATIONSMHSANITARY SEWER MANHOLESSSANITARY SEWERSWPPPSTORM WATER POLLUTIONPREVENTION PLANS/WSIDEWALKTTANGENTTBTOP OF BERMTBCTOP BACK OF CURBTBWTOP BACK OF WALKTCTOP OF CURBTFTOP OF FOOTINGTGTOP OF GRATETOETOE OF SLOPETOPTOP OF PIPETORTOP OF RAMPTOSTOP OF SLOPETPTOP OF PLANTERTSTOP OF STAIRSTWTOP OF WALLTYPTYPICALTPTELEPHONE POLEVCVERTICAL CURVATUREWWESTWMWATER MAINWVWATER VALVEEXISTING ELECTRICALLINE / CONDUITEXISTING DEDICATEDPRIVATE FIRE SERVICEEXISTING STORM DRAIN LINEEXISTING WATER LINEEXISTING SEWER LINEGRADE BREAK LINETOTAL DISTURBED AREA = 1.2± ACRESPURSUANT TO THE CALIFORNIA GOVERNMENT CODESECTION 4216, NO EXCAVATION PERMIT IS VALIDUNLESS DIG ALERT HAS BEEN CONTACTED AT LEASTTWO (2) WORKING DAYS PRIOR TO THECOMMENCEMENT OF EXCAVATION AND AN INQUIRYIDENTIFICATION NUMBER HAS BEEN ISSUED.INQUIRY ID#1.ALL ASBESTOS CEMENT PIPE TO BE REMOVED SHALL BE SNAPPED, ENCAPSULATED,AND DISPOSED OF PER LOCAL, STATE, AND FEDERAL REGULATIONS.2.DOMESTIC WATER SERVICE AND FIRE PROTECTION SHALL BE MAINTAINED DURINGCONSTRUCTION. PROVIDE BYPASS LINES DURING CONSTRUCTION INCLUDING TIE-IN.COORDINATE ALL SHUT DOWNS OF WATER AND POWER WITH OWNER PRIOR TOCONSTRUCTION.3.PURSUANT TO CALIFORNIA ASSEMBLY BILL 1953 ALL PIPE, FITTINGS, AND FIXTURESINTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION THROUGHDRINKING WATER OR COOKING SHALL BE "LEAD FREE" AS OF JANUARY 1, 2010.IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, DESIGN-BUILD ENTITY SHALLINSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS), AS SHOWN INTHE EROSION CONTROL PLAN AND IN ACCORDANCE WITH THE SWPPP (STORM WATERPOLLUTION PREVENTION PLAN), ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BEINSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR INACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THEPROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORMDRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, ANDOTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROMTHE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND, ORVEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION AND/ORSEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECTPROGRESSES TO ENSURE EFFECTIVENESS.NTSC0.01CIVIL NOTESC0.02EXISTING CONDITIONS PLANC1.01DEMOLITION PLANC2.01CONCEPTUAL GRADING PLANC3.01CONCEPTUAL STORM DRAIN PLANC4.01CONCEPTUAL UTILITY PLANPERFORATED STORMDRAIN LINEGGEXISTING NATURALGAS SERVICETTEXISTINGTELECOMMUNICATIONSLINE / CONDUIT1.FOLLOWING OWNER ACCEPTANCE OF CONSTRUCTION WORK, POST CONSTRUCTIONBEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE MAINTAINED BY THEPROPERTY OWNER, INCLUDING BUT NOT LIMITED TO:1.1.ANNUAL INSPECTION, REPLACEMENT, AND/OR SEDIMENTATION REMOVAL OFVEGETATED SWALES, TREATMENT PONDS, AND OTHER SURFACE STORMWATERTREATMENT MEASURES AS REQUIRED WITH AN INCREASED FREQUENCY BASEDON SITE CONDITIONS.1.2.MAINTENANCE SERVICE AGREEMENT(S) OF STORMWATER TREATMENT VAULTS,INLETS, MANHOLES, AND OTHER DEVICES BASED ON MANUFACTURES'RECOMMENDATIONS AND FREQUENCY.1.3.ANNUAL INSPECTION OF PERMEABLE PAVEMENT AND REMOVAL OF SEDIMENT ASNEEDED.1.4.ANNUAL INSPECTION OF STORMWATER INLETS AND MAINTENANCE AS REQUIREDTO CLEAR GRATES AND INLETS OF DEBRIS.1.5.THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND WATERQUALITY MANAGEMENT PLAN (WQMP) MAY CONTAIN ADDITIONAL OR MORESTRINGENT MAINTENANCE REQUIREMENTS.2.BMP DETAILS MAY BE FOUND IN APPENDIX H OF THE PROJECT SWPPP DOCUMENT. BMPDETAILS PER CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) AND AREAVAILABLE AT www.casqa.org.3.FOR PROJECTS GREATER THAN 1 ACRE: THE DBE SHALL VERIFY THE STATUS OF THESWPPP/NOI/WDID PRIOR TO EARTHMOVING ACTIVITIES. A STORMWATER POLLUTIONPREVENTION PLAN (SWPPP) SHALL BE PREPARED AND A NOTICE OF INTENT (NOI) SHALLBE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) INACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FORSTORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO.CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THE DBE SHALLKEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FOR REVIEW.1.FIRE WATER PIPE, FITTINGS, AND APPURTENANCES SHALL COMPLY WITH NFPA 24INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1.1.FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE PER NFPA 24-5.9.1.2.FDC LOCATION AND SIGNAGE SHALL BE PER NFPA 24-5.9.5.1.PRIOR TO INSTALLATION, ALL PLANS AND SPECIFICATIONS SHALL BE APPROVED BYGOVERNING AGENCY.2.INSPECTIONS ARE REQUIRED:1) PRIOR TO POURING THRUST BLOCKS2) FOR HYDROSTATIC TESTING3) FOR FLUSH3.INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2022 NFPA 13 AND 2019NFPA 24.4.PRIVATE FIRE HYDRANTS SHALL BE APPROVED WET BARREL STYLE WITH A MINIMUM OFONE 2 12" AND ONE 4" OUTLET. THE 4" OUTLET SHALL FACE THE FIRE DEPARTMENTACCESS ROAD. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARDTHREADS (NST).5.FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN DIAMETER. THELOWEST OPERATING NUT SHALL BE MINIMUM OF 18" ABOVE GRADE AND THE FIREHYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE.6.FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYEDGATE VALVE SHALL BE PROVIDED FOR EACH FIRE HYDRANT IN AN ACCESSIBLELOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS.7.ALL PIPES SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 900 DR-18MINIMUM). CLASS 900 DR-14 PIPES SHALL BE USED WHERE THE PRESSURES MAYEXCEED 150 PSI.8.ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH LOOSE 8-MILPOLYETHYLENE TUBE. THE ENDS OF THE TUBE AND ANY SPLICES MADE FOR T's OROTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" TAPE, APPROVED FORUNDERGROUND USE. ALL BOLT JOINTS SHALL BE CLEANED AND THOROUGHLY COATEDWITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY ANDPRIOR TO POLY-TUBE INSTALLATION.9.A BED OF CLEAN FILL SAND SHALL BE PROVIDED ABOVE AND BELOW THE PIPE, AMINIMUM OF 12" ABOVE AND 6" BELOW.10.ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL.11.A MINIMUM OF 30" OF COVER, FROM FINISHED GRADE TO THE TOP OF THE PIPE SHALLBE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALLBE PROVIDED.12.THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BEPROVIDED WHEREVER PIPE CHANGES DIRECTION.13.THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TOPOUR. ALL CORROSION PROTECTION SHALL BE IN PLACE.14.A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATICPRESSURE, WHICHEVER IS GREATER) SHALL BE PERFORMED. BACKFILL BETWEEN THEJOINTS TO PREVENT MOVEMENT OF THE PIPE.15.THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TOOVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM 4" HOSE PIPE.16.PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES,POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTEDOSHA RED, UNLESS NOTED OTHERWISE.17.THE CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BEMONITORED IF THEY SERVE 6 OR MORE SPRINKLER HEADS.FIRE PROTECTION SYSTEM NOTESSSSSDESCRIPTIONLINE TYPEDAYLIGHT LINESTORM DRAIN LINE(>8" DIAMETER)ABBREVIATIONSGENERAL EROSION AND SEDIMENT CONTROL NOTESDEMOLITION NOTESEARTHWORK NOTESPRELIMINARY EARTHWORK QUANTITIESLEGENDDESCRIPTIONSYMBOLROOF DRAIN POC 5' FROM BUILDINGGAS POC 5' FROM BUILDINGFIRE WATER POC 5' FROM BUILDINGDOMESTIC WATER POC 5' FROM BUILDINGSANITARY SEWER POC 5' FROM BUILDINGSTORM DRAIN MANHOLESANITARY SEWER MANHOLEDRAIN INLETAREA DRAINTRENCH DRAINCLEANOUTBLOW OFFFIRE HYDRANTVALVEPOST INDICATOR VALVE (PIV)/CHECK VALVE(CHK VLV)/FIRE DEPARTMENT CONNECTION (FDC)CHECK VALVE (CHK VLV)FIRE DEPARTMENT CONNECTION (FDC)DOUBLE DETECTOR CHECK (DBL CHK)REDUCED PRESSURE (BFP)POST INDICATOR VALVE (PIV)THRUST BLOCKBENDS, TEE AND CROSSWATER METERBENCHMARKLOCATION MAPGEOTECHNICAL INFORMATIONFIRE WATER GENERAL NOTES:IMPORTANT NOTICEDEDICATED FIRE ACCESSDIG ALERT NOTICEGENERAL NOTES TO DESIGN-BUILD ENTITY (DBE)POLLUTION PREVENTION NOTESBMP MAINTENANCE NOTESAREA SUMMARYCIVIL SHEET INDEX ADXXLF S=X.XXXXXLF PVCXXLF S=X.XXXXXLF S=X.XXXGBXXLF PVCcoMDS6"SS8"FW6"SD6"DW12"SDNRDGFWSSNPROJECTLOCATIONSANTA TERESA BLVDLIMIT OF WORKLUCHESSAAVENUEMILL E R A V E N U E W. 1 0 TH S TREE T GREENFIELD DRIVE CIMIN O S T R E E T LOMARANCHSTREETN/AC0.01CIVIL NOTESRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUE Page 222 of 256 (E) PL(E) PL(E) R/W(E) R/WW. LUCHESSA AVENUEMILLER AVENUE Revision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUEEXISTING CONDITIONS PLAN1"=20'20100401"=20'EXISTINGCONDITIONSPLANC0.0205Page 223 of 256 CLEAR AND GRUB(E) PL(E) PL(E) R/WPROTECT IN PLACE(E) SIDEWALKREMOVE (E) DRAIN INLET(297.39)TGPROTECT IN PLACE(E) SD INLET(298.36)TG(288.51)INVPROTECT IN PLACE(E) SD INLET(298.44)TG(288.54)INVPROTECT IN PLACE(E) SIDEWALK ANDDRIVEWAYPROTECT IN PLACE(E) SIDEWALK ANDDRIVEWAY(E) R/WW. LUCHESSA AVENUEMILLER AVENUE CONNECT (E) SD PIPE TO NEWDRAIN INLET PER SHEET C3.01Revision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUEDEMOLITION PLAN1"=20'20100401"=20'DEMOLITIONPLANC1.0105Page 224 of 256 JOIN(299.05)BWJOIN(298.86)BW(0.54%)JOIN(305.69)BW(5.04%)JOIN(304.59)BWJOIN(304.20)BW(4.68%)300.20TC299.70FS305.76TC305.26FS2.70%305.30TC304.80FS304.77TC304.27FS300.01TC299.51FS2. 0 3 %1.71%(307.0)FG(306.0)FG(305.0)FG(304.0)FG(303.0)FG(302.2)FG(302.0)FG303.00TC302.50FS4.87%(301.0)FG(300.0)FG(E) R/W(E) PL(E) PL(E) R/W303.43FS303.43FS303.43FS303.45FS303.45FS303.43FS(300.40)BW0.10%2.00%303.43FS303.43FS303.43FS303.43FS304.50TC304.00FS1.54%304.95TC304.45FS303.01FS3.00%303.45FS303.45FS3.00%303.20FS0"CF(300.34)BW303.00TC302.50FS6.04%0.56%1.10%303.30TC302.80FS303.20FS(E) SD INLET(298.36)TG(288.51)INV303.30TC302.80FS0.50%303.20FS0"CF303.30TC302.80FS303.43FS1. 0 3 %302.86TC302.36FL301.50TC301.00FL303.35TC302.85FS303.65TC303.15FS1.20%1.00%2.00%(TYP)1.20% (TYP) 1.20% (TYP)2.00%302.58TC302.08FS303.17TS301.09BS1.72%1.41%(E) SD INLET(298.44)TG(288.54)INV304.15TW301.05FS305.15TW303.29FS302.29FS302.05FS302.19FS3.13%3. 1 3 %1.65%1.72%1.41%302.07FS301.93FS5 STEPS @ 5"307.95TW307.95TW308.95TW308.95TW309.45TW309.45TW309.45TW309.45TW309.45TW311.45TW303.15TW303.15TW303.95TW304.15TW(302.35)BW(300.93)BW(300.55)BW(300.31)BW305.15TW305.15TW304.15TW304.15TW311.00TW305.0FGW. LUCHESSA AVENUEMILLER AVENUE 302.95TC302.45FSFIRE STATION303.45FF305.15TW4"FW 4" S S4"SS4"SS4"SS 3"DW4" FW 4" FW 3" DWcoco co3/ 4 " DW cococo3" DWNOPARKING E V C H A R G I N G O N L YEV CHARGINGONLYNOPARKING8" S D 4" S D 4" S D 4" S D 8" S D 4"SD8"SD8"SD12"SD 12"SD12"SD 4" S D 4"SD4" S D8"SDRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUECONCEPTUAL GRADING PLAN1"=20'20100401"=20'CONCEPTUALGRADINGPLANC2.0105Page 225 of 256 NOPARKINGE V C H A R G I N G O N L YEV CHARGINGONLYNOPARKING4"FW 4" S S4"SS4"SS4"SS 3"DW4" FW 4" FW 3" DW 3/ 4 " DW 3" DW (E) PL(E) PL(E) R/W(E) R/W8" S D (E) SD INLET(298.36)TG(288.51)INV(E) SD INLET(298.44)TG(288.54)INVcoW. LUCHESSA AVENUEMILLER AVENUE 4" SD POC300.95INV4" SD POC300.95INV4" SD POC300.95INV4" SD POC300.95INV4" SD POC300.95INV4" SD POC301.03INV4" SD POC300.95INV4" SD POC303.00INV4" SD POC303.70INV4" SD POC303.70INV4" SD POC303.70INV4" SD POC300.95INV4" SD POC300.95INVFIRE STATION303.45FF4" S D 4" S D 298.00INV302.88INV298.00INV299.30INV299.30INVco299.50INVcoco299.30INVco299.20INV4" S D 8" S D 4"SD8"SD8"SD12"SD 12"SD12"SD 4" S D 4"SD4" S D8"SDCONNECT (E) SD PIPE TONEW DRAIN INLETFIELD VERIFY LOCATION OF (E)PIPE, SIZE AND MATERIALRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUECONCEPTUAL STORM DRAIN PLAN1"=20'20100401"=20'CONCEPTUALSTORM DRAINPLANC3.0105Page 226 of 256 NOPARKINGE V C H A R G I N G O N L YEV CHARGINGONLYNOPARKINGJOIN (E) 4" SS(290.50)INVJOIN (E) 2" DWJOIN (E) 2" IRR WJOIN (E) 4" FW(E) FH(E) PL(E) PL(E) R/W(E) R/W(E) FH(E) FH4"FW 4" DCDA WITH2-WAY FDC2" WATER METER4" S S4"SS4"SS4"SS 4" SS POC299.95INV3"DW2" RPBP4" FW 4" FWSAND/OIL INTERCEPTERAND SAMPLING BOX PERPLUMBING PLAN2" DW POC3" FW POC3" DWcoco co3/ 4 " DW (E) SD INLET(298.36)TG(288.51)INV(E) SD INLET(298.44)TG(288.54)INV4" SS POC299.95INV4" SS POC299.95INVcocoW. LUCHESSA AVENUEMILLER AVENUE FOX DRAIN AT VEHICLEWASHDOWN AREAFIRE STATION303.45FFcoALTERNATE 2:EXTENSION OF DOMESTIC WATER ANDSANITARY SEWER INFRASTRUCTURE3" DW3/4" DW POC4" SS POC299.95INV8" S D 4" S D 4" S D 4" S D 8" S D 4"SD8"SD8"SD12"SD 12"SD12"SD 4" S D 4"SD4" S D8"SDRevision Date NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING408-780-7200 OfficeLPADesignStudios.com60 South Market Street, Suite 1250San Jose, California 95113Developed forChecked ByScaleJob NumberSubmittal Date 70% SCHEMATIC DESIGN 03/10/2026 This document and all other project documents, ideasaesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.© LPA, Inc.100% SD/BRIDGING DOCS 03/26/2026 GILROY, CA 95020 GRIFFIN STRUCTURES, INC. SANTA TERESA FIRE STATION GRIFFIN STRUCTURES, INC.33236.10KS1330 WEST LUCHESSA AVENUECONCEPTUAL UTILITY PLAN1"=20'20100401"=20'CONCEPTUAL UTILITYPLANC4.0105Page 227 of 256 0 LC II L0.01 LANDSCAPE NOTES AND LEGENDS L1.01 MATERIALS PLAN L7.01 PLANTING PLAN 1.REFER TO CIVIL ENGINEER'S DRAWINGS FOR UTILITY LOCATIONS, TREE SUBDRAINAGE STUBOUTS, (IF REQUIRED), AND FINAL GRADING. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE) SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 3.EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 4.DBE SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES. QUANTITIES SHOWN ON PLANS TAKE PRECEDENCE OVER WRITTEN QUANTITIES IN "PLANTING LEGEND." 5.PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 6.PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. 7.ALIGNED AND EQUALLY SPACED, IN ALL DIRECTIONS, ALL SHRUBS TO BE AS DESIGNATED PER THESE NOTES AND DRAWINGS. 8.ALL TREES IN ROWS TO BE ALIGNED. (UNLESS NOTED OTHERWISE ON PLANS) 9.TREES SHALL BEAR SAME RELATION TO FINISH GRADE AS AT PLACE OF GROWTH. 10.FINISH GRADES OF ALL TURF AREAS SHALL BE (1") BELOW ADJACENT CURB OR PAVEMENT. FINISH GRADES OF ALL SHRUB AREAS SHALL BE (2-1/2") BELOW ADJACENT CURB, PAVEMENT OR HEADER. 11.DBE SHALL SUBMIT FOR APPROVAL COLOR PHOTOS OF ALL TREES, SHRUBS, AND GROUNDCOVER. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE PURPOSES, PHOTOS SHALL BE OF THE ACTUAL PLANT MATERIAL TO BE USED ON THE PROJECT. ALL PLANT MATERIAL SHALL BE OF A QUALITY AS DETERMINED BY THE LANDSCAPE ARCHITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. 12.PROVIDE A (3") LAYER OF MULCH AT PROPOSED TREE, SHRUB, AND GROUNDCOVER PLANTING AREAS, EXCEPT AREAS WITH JUTE MESHING. 13.DBE SHALL CONDUCT AGRICULTURAL SUITABILITY AND FERTILITY SOILS TESTING PER SOIL PREPARATION SPECIFICATION. ANALYSIS SHALL INCLUDE RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX AS WELL AS RECOMMENDATIONS FOR POST MAINTENANCE FERTILIZATION. SUBMIT SOILS ANALYSES AND SAMPLES OF AMENDMENTS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO SOIL PREPARATION. 14.QUANTITIES LISTED ON PLANT LEGEND ARE PER SHEET. DBE MUST VERIFY QUANTITIES GIVEN ON THE PLANS WITH ACTUAL QUANTITIES SHOWN. 15.PROVIDE ROOT BARRIERS IN ADDITION TO THOSE INDICATED ON THE PLANS FOR ALL TREES WITHIN 5' OF ANY HARDSCAPE. 16.NOT INSTALL WATERING BASINS AROUND TREES WHEN PLANTED IN TURF. PROVIDE A CIRCULAR TURF-FREE ZONE TO OUTSIDE EDGE OF ROOTBALL. PLACE ONLY 2-INCHES OF WOOD MULCH IN THIS AREA AND NO CLOSER THAN 4-INCHES FROM TRUNK. 17.PLANT ALL TREES A MIN. OF 5' FROM ANY UTILITIES. THE LANDSCAPE DBE SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK. 18.TREES ARE TO BE A MINIMUM OF 5' AWAY FROM ANY HARDSCAPE SUCH AS CURBS, WALKS, ETC. 19.LANDSCAPE MAINTENANCE PERIOD IS 90 DAYS. 20.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1.THE DESIGN-BUILD ENTITY (DBE) SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF DRIVEWAY, PLANTERS, WALKS, SLOPES AND RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 3.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 4.THIS DRAWING INCLUDES THE LOCATION OF AREA DRAINS FOR REFERENCE. REFER TO RELATED CIVIL ENGINEER'S DRAWINGS FOR CONSTRUCTION DETAILS AND UTILITY CONNECTIONS. 5.REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND CIRCUITRY AS NECESSARY. 6.REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB-BASE MATERIALS AND COMPACTION. 7.WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES. 8.ALL MEASUREMENTS ARE TO FACE OF WALL, CURB OR OTHER FIXED SITE IMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES AS INDICATED. 9.INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. 10.ALL DRAINS/ BASINS SHOULD HAVE BLACK ATRIUM TYPE GRATES WITHIN SHRUBS/GROUNDCOVER AREAS AND BLACK FLAT TYPE GRATES IN TURF AREAS. 1.BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION. 2.REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR PROPOSED UTILITY INFORMATION INCLUDING STORM DRAIN, SEWER, WATER, ELECTRICAL, GAS, TELEPHONE AND CABLE TV. 3.REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 4.VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES AND STRUCTURES, AND OTHER INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE) SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 5.EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BE UNDERTAKEN WITH CARE. THE DBE BEARS FULL RESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 6.DBE SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 7.DBE SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES AND PLANS, FOR THE LOCATIONS OF ALL UNDER-GROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 8.DBE SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE DBE SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 9.DBE IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 10.PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. 11.ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS. 12.ALL PROPERTY LINES, LOT LINES, AND TOP OF SLOPE LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 13.ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS AND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATION PRIOR TO INSTALLATION. 14.SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING. 15.REFER TO CIVIL ENGINEER'S DRAWINGS FOR ELEVATIONS AND LOCATION OF DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS AND OTHER STRUCTURES. 16.REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IF NOTES ON THE PLANS DIFFER FROM THE GEOTECHNICAL REPORT, PROVIDE THE MOST STRINGENT REQUIREMENT. 17.RAISE ALL VAULTS/UTILITIES BOXES TO GRADE WITHIN LIMITS OF WORK. FIELD VERIFY PRIOR TO BID. 1.REFER TO CIVIL ENGINEER'S GRADING PLANS FOR SITE GRADING, DRAINAGE, AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE DESIGN-BUILD ENTITY (DBE) SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2.REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF IN CONNECTION TO STORM DRAIN. 3.THE DBE SHALL REQUEST OBSERVATION AS REQUIRED 48 HOURS ADVANCE OF PERFORMING WORK. 4.THE DBE SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800/227-2600) OR DIG ALERT (800-422-4133) 48 HOURS PRIOR TO ANY EXCAVATION. 5.ALL GRADING OPERATIONS SHALL CONFORM TO LOCAL GUIDELINES. 6.FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE DBE SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE DBE SHALL PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 7.NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER DBE HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. 8.ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PRECISE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS-BUILT CONDITION. 9.THE DEBRIS CREATED BY LANDSCAPE GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE DBE AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 10.FINAL LANDSCAPE GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANTING. GA. GAUGE GALV. GALVANIZED GND. GROUND GR. GRADE HDR HEADER HT.HEIGHT LT. LIGHT MAX. MAXIMUM MET. METAL MFR.MANUFACTURER MIN. MINIMUM MTD. MOUNTED MTL. MATERIAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.D.OUTSIDE DIAMETER (DIM.) PA PLANTING AREA PED.PEDESTRIAN PRCST. PRECAST P.I.P.POURED IN PLACE P.O.T.POINT OF TANGENCY P.T.S. POST TENSION SLAB QTY QUANTITY R. RISER RAD. RADIUS REINF. REINFORCED REQ. REQUIRED SCHED. SCHEDULE SHT. SHEET SPEC. SPECIFICATION S.S.STAINLESS STEEL STD. STANDARD STRL.STRUCTURAL T. TREAD T.C. TOP OF CURB T.O.S. TOP OF SLOPE T.O.W. TOP OF WALL TYP. TYPICAL TBD. TO BE DETERMINED VEH.VEHICULAR VERT.VERTICAL W/WITH W/O WITHOUT &AND ANGLE @ AT CENTERLINE DIAMETER OR ROUND #POUND OR NUMBER ADJ.ADJACENT AGGR. AGGREGATE AL. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECTURAL AC.ASPHALT ACC. ACCESSIBLE B.C.R. BEGINNING OF CURVE RADIUS B.O.C. BACK OF CURB B.O.W. BOTTOM OF WALL B.O.S. BOTTOM OF SLOPE BLDG. BUILDING BLK. BLOCK C.E. CIVIL ENGINEER C.I.P. CAST IN PLACE CLKG. CAULKING CMU.CONCRETE MASONRY UNIT CONC. CONCRETE CONSTR.CONSTRUCTION CONT. CONTINUOUS CTR. CENTER D.A. DISABLED ACCESS DET. DETAIL DIA. DIAMETER DIM. DIMENSION DN.DOWN DWGS. DRAWINGS E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL EQ. EQUAL EXP.EXPANSION EXT.EXTERIOR F.G.FINISH GRADE F.S.FINISH SURFACE F.O.B.FACE OF BUILDING F.O.C. FACE OF CURB F.O.W.FACE OF WALL 1.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT OF ALL FENCE AND GATE COMPONENTS INCLUDING PLANS, ELEVATIONS AND DETAILS AS NECESSARY FOR COMPLETE INSTALLATION. 2.ALL WELDS PER DETAILS. COLD GALVANIZE ALL FIELD WELDS. 3.ALL POSTS SHALL HAVE WELDED METAL CAPS. 4.ALL MEMBERS TO BE 12 GA. WALL THICKNESS MINIMUM, UNLESS NOTED OTHERWISE 5.ALL GATES AND FENCES, INCLUDING CORRUGATED METAL PANEL TO BE PAINTED, SEE MATERIALS PLAN FOR COLOR. 6.SUBMIT SAMPLES OF ALL COMPONENTS AND MATERIALS TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 7.GATE HARDWARE FINISH AND COLOR TO MATCH GATE/FENCE. 8.ANY COMPONENTS REQUIRED FOR A COMPLETE FENCE/GATE SYSTEM, BUT NOT SHOWN, SHOULD BE CONSIDERED A PART OF THESE DRAWINGS AND INCLUDED IN THE FINAL INSTALLED SYSTEM. 9.DESIGN-BUILD ENTIRY (DBE) TO VERIFY ALL ATTACHMENTS AND DIMENSIONS, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 10.ALL JOINTS TO BE WELDED TO MAKE A SOLID GATE FRAME. 1.CONCRETE HARDSCAPE 2.CMU RETAINING AND SITE WALLS 3.MOTORIZED SLIDING GATES 4.STEEL PEDESTRIAN GATE 5.FLAGPOLE WITH UPLIGHTS 6.LIGHT POLES 7.PLANTING AND IRRIGATION AS NOTED SHEET INDEXGENERAL NOTES LAYOUT AND MATERIALS NOTES PLANTING NOTESABBREVIATIONS GENERAL SCOPE OF WORK LANDSCAPE GRADING AND DRAINAGE NOTES FENCE AND GATE NOTES © LPA, Inc.Developed forJob Number Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100 Irvine, California 92617 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.SANTA TERESA FIRE STATION1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.33236 RF70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026L0.01 LANDSCAPE NOTES AND LEGENDS NOTE DESCRIPTION COLOR / FINISH 01 DET/ SHT 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 DET/ SHTNOTEDESCRIPTION A B C D E F G H J K L M N O P Q R S T COMMENTS EXISTING AC PAVING PROTECT IN PLACE EXISTING CONCRETE CURB PROTECT IN PLACE EXISTING CONCRETE GUTTER PROTECT IN PLACE EXISTING UTILITY PROTECT IN PLACE AC PAVING PER CIVIL CONCRETE CURB AND GUTTER PER CIVIL CONCRETE CURB RAMP PER CIVIL PAVEMENT STRIPING PER CIVIL WHEEL STOP PER CIVIL ACCESSIBLE PARKING SIGNAGE PER CIVIL EV CHARGER PER ELEC BIORETENTION BASIN PER CIVIL ELECTRICAL VAULT PER ELEC NATURAL GRAY/ MEDIUM BROOM DAVIS COLORS TBD/ TOPCAST O5 FEDERAL YELLOW/ WAUSAU TILE ADA-2 PAVERS COLOR/ FINISH COLOR/ FINISH REFER TO SITE FURNISHINGS LEGEND IN L0.01 CONCRETE PAVING CONCRETE ACCENT PAVING PRECAST TRUNCATED DOME PAVERS COBBLE CONCRETE STAIR CMU RETAINING WALL ALUMINUM EDGING HANDRAIL AT STAIR MOTORIZED SLIDING STEEL GATE BIKE RACK BIKE LOCKER FLAGPOLE WITH UPLIGHTS SITE LIGHTING REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFER TO SITE FURNISHINGS LEGEND IN L0.01 REFERENCE KEYNOTE LEGEND MATERIALS KEYNOTE LEGEND EXISTING CONCRETE PAVING PROTECT IN PLACE CONCRETE CURB PER CIVIL SINGLE PEDESTRIAN GATE DOUBLE GATES AT EMERGENCY GENERATOR TOURNESOL KITSAP - ALUM FROM STANDARD COLORSMETAL MODULAR RAISED PLANTERS EXISTING STREET LIGHT PROTECT IN PLACE SLIDING GATE OPERATOR SLIDEDRIVER II SD50 HYSECURITY GATE OPERATOR UPS BATTERY BACKUP DAVIS COLORS TBD TOPCAST 05 COLOR/ FINISHCMU FREESTANDING WALL CONCRETE PAVING AT RAMP COLOR TBD/ HIGH PERF COATINGHANDRAIL AT RAMP NATURAL GRAY/ MEDIUM BROOM COLOR TBD/ HIGH PERF COATING EXPANDED METAL, COLOR TBD / HIGH PERF COATING - - EMERGENCY GENERATOR PER ELEC EXPANDED METAL, COLOR TBD / HIGH PERF COATING EXPANDED METAL, COLOR TBD / HIGH PERF COATING ANODIZED 8" THICK CARPORT STRUCTURE PER ARCH MECHANICAL UNIT PER MECHANICAL SITE FURNISHINGS LEGEND SYM.DESCRIPTION MFR.MODEL #COLOR FIN/ PTRN QTY. BIKE RACK BIKE LOCKER FLAG POLE 3 2 3 SATIN MANU. PWDRCOAT CLEAR ANODIZED STAINLESS STEEL ALUMINUM RING DL2 ICC30D61-AA LANDSCAPE FORMS DURA BIKE LOCKER CONCORD AMERICAN FLAGPOLE FROM MANU. STANDARD COLORS SITE LIGHTING LEGEND SYM. BOLLARD LIGHT PER ELEC. PLANS DESCRIPTION DET/ SHT COMMENTS PARKING LOT LIGHT POLE PER ELEC. PLANS NOTE: SEE ELECTRICAL PLANS FOR FIXTURES, LAMPS, AND SPECS. FLAGPOLE UPLIGHTS PER ELEC. PLANS TREE UPLIGHTS PER ELEC. PLANS WALL RECESSED STEP LIGHT PER ELEC. PLANS SITE SYMBOLS LEGEND SYM.DESCRIPTION SYM.DESCRIPTION DET. EXISTING FIRE HYDRANT NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL AND ELEC DWGS FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. CATCH BASIN - PER CIVIL CLEAN OUT - PER CIVIL DIRECTION OF RAMP; DOWN SLOPE PLANTING AREA SAWCUT JOINT EXPANSION JOINT PROPERTY LINE/ RIGHT OF WAYco PA REDUCED PRESSURE BACKFLOW PREV. DOUBLE CHECK DETECTOR ASSEMBLY FIRE DEPARTMENT CONNECTION Page 228 of 256 cocococococococococococoNOPARKINGE V C H A R G I N GONLYEV CHARGINGONLYNOPARKINGL1.01MATERIALS PLANAS NOTED© LPA, Inc.Developed forJob NumberChecked ByScaleRevision Date ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.comSubmittal Date 5301 California Avenue, Suite 100Irvine, California 92617This document and all other project documents, ideas,aesthetics and designs incorporated therein are instrumentsof service. All project documents are copyright protected,are the property of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purpose except asset forth in the contractual agreement between LPA and itsClient. The unauthorized disclosure and/or use of theproject documents (including the creation of derivativeworks), may give rise to liability for copyright infringement,unlawful disclosure, use or misappropriation of propertyrights held by LPA. The unauthorized use of the projectdocuments will give rise to the recovery of monetary lossesand damages including attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existing conditions.SANTA TERESA FIRE STATION 1330 WEST LUCHESSA AVENUE GILROY, CA 95020 GRIFFIN STRUCTURES, INC.33236RF70% SCHEMATIC DESIGN 03/10/2026 100% SD / BRIDGING DOCS 03/26/2026 NOTEDESCRIPTIONCOLOR / FINISH 01DET/SHT0203040506070809101112131415161718192021DET/SHTNOTEDESCRIPTIONABCDEFGHJKLMNOPQRSTCOMMENTSEXISTING AC PAVINGPROTECT IN PLACEEXISTING CONCRETE CURBPROTECT IN PLACEEXISTING CONCRETE GUTTERPROTECT IN PLACEEXISTING UTILITYPROTECT IN PLACEAC PAVINGPERCIVILCONCRETE CURB AND GUTTERPERCIVILCONCRETE CURB RAMPPERCIVILPAVEMENT STRIPINGPERCIVILWHEEL STOPPERCIVILACCESSIBLE PARKING SIGNAGEPERCIVILEV CHARGERPERELECBIORETENTION BASINPERCIVILELECTRICAL VAULTPERELECNATURAL GRAY/MEDIUM BROOMDAVIS COLORS TBD/TOPCAST O5FEDERAL YELLOW/WAUSAU TILE ADA-2 PAVERSCOLOR/FINISHCOLOR/FINISHREFER TO SITE FURNISHINGSLEGEND IN L0.01CONCRETE PAVINGCONCRETE ACCENT PAVINGPRECAST TRUNCATED DOME PAVERSCOBBLECONCRETE STAIRCMU RETAINING WALLALUMINUM EDGINGHANDRAIL AT STAIRMOTORIZED SLIDING STEEL GATEBIKE RACKBIKE LOCKERFLAGPOLE WITH UPLIGHTSSITE LIGHTINGREFER TO SITE FURNISHINGSLEGEND IN L0.01REFER TO SITE FURNISHINGSLEGEND IN L0.01REFER TO SITE FURNISHINGSLEGEND IN L0.01REFERENCE KEYNOTE LEGENDMATERIALS KEYNOTE LEGENDEXISTING CONCRETE PAVINGPROTECT IN PLACECONCRETE CURBPERCIVILSINGLE PEDESTRIAN GATEDOUBLE GATES AT EMERGENCY GENERATORTOURNESOL KITSAP - ALUMFROM STANDARD COLORSMETAL MODULAR RAISED PLANTERSEXISTING STREET LIGHTPROTECT IN PLACESLIDING GATE OPERATORSLIDEDRIVER II SD50HYSECURITYGATE OPERATOR UPS BATTERY BACKUPDAVIS COLORS TBDTOPCAST 05COLOR/FINISHCMU FREESTANDING WALLCONCRETE PAVING AT RAMPCOLOR TBD/HIGH PERF COATINGHANDRAIL AT RAMPNATURAL GRAY/MEDIUM BROOMCOLOR TBD/HIGH PERF COATINGEXPANDED METAL, COLORTBD / HIGH PERF COATING--EMERGENCY GENERATORPERELECEXPANDED METAL, COLORTBD / HIGH PERF COATINGEXPANDED METAL, COLORTBD / HIGH PERF COATINGANODIZED8" THICKCARPORT STRUCTUREPERARCHMECHANICAL UNITPERMECHANICAL1" = 20'-0"05MATERIALS PLANSITE SYMBOLS LEGENDSYM.DESCRIPTIONSYM.DESCRIPTIONDET.EXISTING FIRE HYDRANT NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL AND ELEC DWGS FOR DETAILS ANDEXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT.CATCH BASIN - PER CIVILCLEAN OUT - PER CIVILDIRECTION OF RAMP;DOWN SLOPEPLANTING AREASAWCUT JOINTEXPANSION JOINTPROPERTY LINE/RIGHT OF WAYcoPAREDUCED PRESSURE BACKFLOW PREV.DOUBLE CHECK DETECTOR ASSEMBLYFIRE DEPARTMENT CONNECTIONPANEW FIRE STATIONWEST LUCHESSA AVENUELIMIT OF WORKMILLER AVENUE NLIMIT OF WORK LIMIT OF WORKLIMIT OF WORK PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPA0611TYPMN01T01S08L13L0108161501H010115161017TYPK0908HTYPLHVEHVEH0101TYP03GGGNS08TYP2114TYP2105W/ INTEG.LIGHT10S(FUTURE)PLO0707TYP2119VEH0113PAPAPAPA12121820170802TYP211717TYP03TYPKKQOF 7PAAAFDCBBDCFEOOOB01J04TYP0404TYP04Page 229 of 256 co co co co co co co co co co co co NOPARKINGEV CHARGINGONLYEV CHARGINGONLYNOPARKINGL7.01 PLANTING PLAN AS NOTED © LPA, Inc.Developed forJob Number Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100 Irvine, California 92617 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.SANTA TERESA FIRE STATION1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.33236 RF70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/20261" = 20'-0"05PLANTING PLAN SHRUB LIST S1 ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' / HOWARD MCMINN MANZANITA BACCHARIS PILULARIS 'TWIN PEAKS'/ TWIN PEAKS DWARF COYOTE BRUSH CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT'/ YANKEE POINT CEANOTHUS ILEX VOMITORIA 'NANA'/ DWARF YAUPON HOLLY LANTANA MONTEVIDENSIS/ TRAILING LANTANA LEUCOPHYLLUM FRUTESCENS/ TEXAS SAGE LOMANDRA LONGIFOLIA 'BREEZE'/ DWARF MAT RUSH LOROPETALUM CHINENSE/ CHINESE FRINGE FLOWER MUHLENBERGIA CAPILLARIS/ PINK MUHLY MYOPORUM PARVIFOLIUM/ CREEPING MYOPORUM MYRTUS COMMUNIS 'COMPACTA'/ DWARF MYRTLE, GREEK OLIVE OLEA EUROPAEA 'MONTRA'/ LITTLE OLLIE DWARF OLIVE PHORMIUM TENAX 'BRONZE BABY'/ NEW ZEALAND FLAX RHAMNUS CALIFORNICA 'EVE CASE'/ EVE CASE COFFEEBERRY RHAPHIOLEPIS INDICA/ NDIAN HAWTHORN SALVIA GREGGII/ AUTUMN SAGE SALVIA LEUCANTHA 'SANTA BARBARA'/ SANTA BARBARA MEXICAN BUSH SAGE WESTRINGIA FRUTICOSA 'MORNING LIGHT'/ MORNING LIGHT COAST ROSEMARY ZAUSCHNERIA CALIFORNICA/ CALIFORNIA FUCHSIA S2 ACHILLEA 'MOONSHINE' YARROW 'MOONSHINE' IRIS DOUGLASIANA DOUGLAS IRIS NEPETA X FAASSENII CATMINT SALVIA LEUCANTHA MEXICAN BUSH SAGE SALVIA SPATHACEA HUMMINGBIRD SAGE SANTOLINA CHAMECYPARISSUS LAVENDER COTTON 75% TO BE 1 GAL @ 24" O.C. 25% TO BE 5 GAL @ 36" O.C. (*)- UNLESS NOTED ON PLAN(NCN.)- NO COMMON NAMETREE LIST COMMENTSSYM.REF.SPACINGCOMMON NAME SIZE/BOTANICAL NAME/ WUCOLS MEXICAN REDBUD CERCIS CANADENSIS 'MEXICANA'/L STANDARD 36" BOX/ MUSKOGEE CRAPE MYRTLE LAGERSTROEMIA I 'MUSKOGEE'/L MULTI TRUNK 36" BOX/ COAST LIVE OAK QUERCUS AGRIFOLIA L STANDARD 36" BOX/ CORK OAK QUERCUS SUBER/L STANDARD 36" BOX/ PLANTING LEGEND 'DRAKE' CHINESE ELM ULMUS P. 'DRAKE'/L STANDARD 36" BOX/ T2 T1 RAISED PLANTERS 15% TO BE 1 GAL @ 3' O.C. 70% TO BE 5 GAL @ 4' O.C. 15% TO BE 15 GAL @ 6' O.C. B1 CAREX TUMULICOMA BERKELEY SEDGE CHONDROPETALUM TECTORUM CAPE RUSH JUNCUS PATENS 'ELK BLUE' GRAY RUSH 1 GAL @ 18" O.C. BIORETENTION BASINS H1 CALIFORNIA NATIVE NO MOW GRASS SEED MIXTURE BY STOVER SEED (1.5 LBS / 1000SF) HYDROSEED NEW FIRE STATION T1 T2 T1 S1 B1 S1 S1 S1 S1 N B1 S2 B1B1S1 S2 S1 T1 T1 S1 S1 S2 S2 TYP. TYP. TYP. TYP. TYP. TYP. S1 S1 TYP. TYP. TYP. H1 Page 230 of 256 AC NOPARKINGEVCHARGINGONLYEVCHARGINGONLYNOPARKING04.01 04.01 04.01 04.01 32.02 32.02 1 EVCS351 EVCS 1 1 ADA 1 ADA W LUCHESSA AVE.MILLER AVE.PROPOSED NEW BUILDING FIRE STATION 32.03 32.04 22.04 32.01 05.06 05.06 05.01 26.01 LIMIT OF WORK (L.O.W.) #PARKING STALL COUNT APPROXIMATE ROADWAY CENTERLINE PROPERTY LINE 1. SEE GENERAL NOTES ON G1.01. 2. FOR PARKING COUNTS, SEE G1.01. 1" = 20'-0" A0.21 05SITE PLAN RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020SITE PLAN A0.21 33236 MG / TP KEYNOTES 04.01 4X16 CMU BLOCK SITE WALL. 05.01 CANTILEVERED COLUMN VEHICLE COVER, 13'-6" MIN, VERTICAL CLEARANCE 05.06 CUSTOM METAL SLIDING GATE WITH PREFINISHED EXPANDED METAL PANELS (6'-0" H X 40'-0" L). GATE FRAME SHALL BE HSS 6X4 PERIMETER & AT PANEL JOINTS AND HSS 4X4 VERTICAL INTERMEDIATE SUPPORTS. 22.04 OIL INTERCEPTOR PER PLUMBING DRAWINGS 26.01 ALTERNATE 1: PROVIDE COMPLETE PHOTOVOLTAIC ARRAY SYSTEM OVER PARKING CANOPY. 32.01 TRASH ENCLOSURE WITH ROOF COMPLIANT WITH LOCAL WASTE MANAGEMENT VENDOR REQUIREMENTS. 32.02 AC PAVING, SEE CIVIL DRAWINGS 32.03 APPARATUS VEHICLE WASH AREA 32.04 DRAIN FOR WASH AREA. CONNECTED TO FOX DRAIN SYSTEM TO DIVERT WATER TO SEWER WHEN HOSE BIB IS ACTIVATED. LEGEND GENERAL NOTES P R O J E C T N O R T HN TRASH ENCLOSURE WITH ROOF IN COMPLIANCE WITH LOCAL WASTE MANAGEMENT AND AHJ REQUIREMENTS GENERATOR ENCLOSURE Page 231 of 256 WDDW REF.MW CM HOSESTORAGETVTVMIRROR MB TVTV WH EXTRACTORDRYINGRACK.RH.TVAC TV MBREF.ICE 1 HOUR RATED WALL CONSTRUCTION DENOTES MILLWORK NON-RATED STUD WALL CONSTRUCTIONS MASONRY BLOCK WALL CONSTRUCTION 1. ALL WALLS TO BE 6" STUD FRAMING AT PERIMETER WALLS WITH PLASTER OR METAL PANEL AND 4" STUD FRAMING AT INTERIOR WALLS WITH GYP AT BOTH SIDES AND FULL THICKNESS BATT INSULATION, UNO 2. PROVIDE 6" HIGH CONCRETE CURBS @ ALL RESTROOMS, CUSTODIAL CLOSETS, WATER HEATER CLOSETS, & SHOWER COMPARTMENTS, UNO 3. PROVIDE MOISTURE RESISTANT GYP BD IN ALL WET LOCATIONS, UNO. 4. PROVIDE CEMENTITIOUS BACKER BOARD @ ALL TILE WALL LOCATIONS, UNO 5. PROVIDE IMPACT RESISTANT GYP BOARD AT CORRIDORS AND HALLWAYS TO 4' A.F.F. 6. PENETRATIONS THROUGH RATED WALL CONDITIONS TO BE PROTECTED AS REQUIRED BY THE CBC. PROVIDE THE PENETRATIONS THROUGH RATED WALL CONDITIONS. FOR ALL RATED WALLS, PROVIDE THE FOLLOWING MARKINGS & IDENTIFICATIONS PER THE APPLICABLE CODES: A. BE LOCATED WITHIN 15 FT OF THE END OF EA WALL & @ INTERVALS NOT EXCEEDING 30 FT MEASURED HORIZ ALONG THE WALL OR PARTITION. B. INCLUDE LETTERING NOT LESS THAN 3" IN HEIGHT WITH A MIN 3/8" STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING, "FIRE &/OR SMOKE BARRIER -PROTECT ALL OPENINGS", OR OTHER WORDING. 1 1 AA A3.01 08 A3.0107 A3.01 06 A3.01 05 5'-8"2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 107'-4" ACCESSIBLE RESTROOM/ SHOWER 111 RESTROOM/ SHOWER 110 RESTROOM/ SHOWER 109 LAUNDRY/ JANITOR 108 ELECTRICAL 121 DORM 112 DORM 113 DORM 114 DORM 115 DORM 116 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 107 TURNOUT 122 MEDICAL STORAGE 124 DAY ROOM 106 DINING 104 WEIGHT ROOM 102 SHARED OFFICE 101 CAPTAIN'S OFFICE 117 APPARATUS BAY 125 ACCESSIBLE RESTROOM 131 DECONTAMINATION 130 WORK ROOM 126 FIRE RISER 129 AIR COMP. 127 22'-0"17'-9"37'-1"12'-8"10'-0"5'-8" KITCHEN 103 STOR. 128 99'-6"STOR. CLOSET 118 05 A3.11 8 810'-3"4'-0"29'-6"11'-0"6'-4 1/2"18'-8 3/4"18'-8 3/4"19'-0"99'-6"22'-0"17'-9"37'-1"12'-8"10'-0"10'-3"9'-5 5/8"107'-4" 4'-0"29'-6"11'-0"6'-4 1/2"18'-8 3/4"18'-8 3/4"19'-0" EQ.EQ. EQ.EQ. 07 A3.1106 A3.11 5'-10"4'-0"2'-0"2'-0"3'-6"EQ.EQ.34'-1"3'-6" 16'-6"3'-10 1/2"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"4'-0"2'-1 1/2"3'-0"1'-5"2'-3 1/2"3'-0"9'-4 1/2"2'-1 1/2"2'-8"2'-0"2'-8"2'-0"2'-8"2'-0"2'-8"2'-0"2'-8"14'-9"EQ.4'-0"EQ. 06.01 08.02 08.12 09.01 09.01 09.01 TYP. 11.01 22.01 12.01 09.01 1'-2 1/4"05.05 09.01 09.01 12.01 08.01 08.01 08.01 08.01 08.01 MDF 123 10.01 09.04 05.05 06.02 08.09 08.10 NON-RATED CORRIDOR 105 TO TOP OF HIGHEST OPERABLE PART3'-4".CUSTOM 18 GA BRUSHED ST. STL. COVER FOR A LARGE CONTROLLER RECESSED J-BOX. STANDARD 3 BUTTON DOOR CONTROL PAD, TYP. KEY LOCKOUT, TYP. EQ. 10"1'-0"EQ. FIN. FLR.TO TOP OF HIGHEST OPERABLE PART3'-4"RED ACTIVATION BUTTON. OPENS ALL 3 DOORS SIMULTANEOUSLY CUSTOM 18 GA BRUSHED ST. STL. COVER FOR A LARGE CONTROLLER RECESSED J-BOX. STANDARD 3 BUTTON DOOR CONTROL PAD, TYP. KEY LOCKOUT, TYP.EQ.EQ.EQ.EQ. 1'-2"1'-2"FIN. FLR. OPERATIONAL NOTE: THE 3RD DOOR CONTROL SERVES TO OPEN VEHICULAR EGRESS SITE GATE RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020FLOOR PLAN A2.01 33236 MG / TP KEYNOTES 05.05 ROOF ACCESS LADDER. 06.01 PULLOUT TRASH/ RECYCLE/ COMPOST MILLWORK 06.02 3 SEPARATE TALL CABINETS, LOCKABLE FOR PANTRY STORAGE. 08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310. 08.02 TEMPERED MIRRORS. 08.09 FRONT DOOR COMMON CONTROL PANEL, SEE 08/A2.01 08.10 REAR DOOR COMMON CONTROL PANEL, SEE 12/A2.01 08.12 STOREFRONT WINDOW SYSTEM 09.01 PROVIDE BACKING FOR TV MONITORS. 09.04 LEVEL 5 FINISH. 10.01 CUSTOM SIGNAGE PIECE, $3,000 HOLD 11.01 GEARGRID STANDARD TURNOUT LOCKERS. 12.01 4' X 6' BACK PAINTED MAGNETIC GLASS BOARD. 22.01 WATER BOTTLE FILLING STATION, RECESSED MECHANICAL PUSH BAR ACTUATOR. LEGEND GENERAL NOTES 1/8" = 1'-0" A2.01 05FLOOR PLAN PROJECT NORTHN1" = 1'-0" A2.01 12COILING DOOR CONTROLS - REAR 1" = 1'-0" A2.01 08COILING DOOR CONTROLS - FRONT NTS Page 232 of 256 M M M WP WP J J 1 1 AA A3.01 08 A3.0107 A3.01 06 A3.01 05 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 05 A3.11 8 8 07 A3.11 06 A3.11 53'-4"107'-8"42'-4"11'-0"66'-0"45'-8 1/2" 18'-1" 07.03 07.05 15'-0" TOP OF WALL 2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2" / 12" 2" / 12"2" / 12"2" / 12"2" / 12"07.05 11'-6" 07.08 1'-10 1/2"1'-10 1/2"1'-2 1/2" 08.03 18'-0" TO B.O. SOFFIT 18'-0" TO B.O. SOFFIT 10'-8" TO B.O. SOFFIT 10'-8" TO B.O. SOFFIT 10'-8" TO B.O. SOFFIT 07.01 07.02 07.02 48'-7"15'-11"07.02 07.01 3/8"/ 12"3/8"/ 12"07.02 07.0207.02 07.02 07.01 3/8"/ 12"3/8"/ 12"1/4"/ 12" 1/4"/ 12"1/4"/ 12"1/4"/ 12"08.034'-0"4'-0" 8'-0" 4'-0"8'-0"4'-0"8'-0"4'-0"4'-0"4'-0"8'-0"4'-0"3/8"/ 12"3/8"/ 12"1'-1"5'-4 3/8"07.06 07.0107.07 07.07 26.02 26.02 05.07 05.072'-9 3/4"2'-6 3/8" 07.04 07.04 23.02 INSULATED METAL PANEL ROOFING BASIS OF DESIGN: AEP SPAN SPAN-LOK, COLOR SLATE GRAY SINGLE PLY ROOFING OVER R30 RIGID INSULATION (POLYISO) OVER ROOF DIAPHRAGM EDGE OF EXTERIOR WALL BELOW EDGE OF ROOF BELOW ROOF CRICKET 3/8" / FOOT SLOPE ROOF DRAIN 1. EXTERIOR WALL INSULATION TO BE MIN R-30. 2. ROOF INSULATION TO BE MIN R-18. 1/8" = 1'-0" A2.02 05ROOF PLAN RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020ROOF PLAN A2.02 33236 MG / TP KEYNOTES 05.07 PROVIDE 2 ROWS OF 12' L UNISTRUT RAIL ATTACHED TO INSIDE OF ROOF WELL PARAPET WALLS. CONFIRM LOCATION WITH CITY FOR ANTENNA LOCATION & AIMING DIRECTION 07.01 4" MIN. WIDE GUTTER WITH 1/8" PER FOOT SLOPE, PER 19/A3.01 07.02 3" MIN. DIAMETER DOWNSPOUT. 07.03 FLAT ROOF ASSEMBLY. 07.04 SHEET METAL FASCIA PREFINISHED TO MATCH STANDING SEAM METAL ROOF (22 GA MIN) PER 19/A3.01 DETAIL A 07.05 20 GA. PREFINISHED SHEET METAL WALL CAP. 07.06 SHEET METAL ROOF DIVERTER 07.07 5/16" BLACK OXIDE CHAIN DOWNSPOUT 07.08 FLAT ROOF ASSEMBLY. SLOPE STRUCTURE TO PROVIDE DRAINAGE. 08.03 ROOF ACCESS HATCH. 23.02 MECHANICAL HVAC EQUIPMENT. 26.02 PROVIDE WEATHERPROOF GFCI ROOF TOP RECEPTACLE AS REQUIRED. VERIFY EXACT MOUNTING LOCATIONS WITH OWNER LEGEND GENERAL NOTES PROJECT NORTHNPage 233 of 256 WDDW REF.CM WH.RH.ACREF.ICE CGCGCGCGCGCGCG CG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CG DENOTES MILLWORK -SEE BOD NARRATIVE FINISH TAG FINISH CODE FLOOR TRANSITION CORNER GUARD CG ? GENERAL FINISHES: ALL WALLS TO BE PAINTED (P-1), UNO ALL FLOORING TO BE (PC-1), UNO ALL BASE TO BE (B-1), UNO. 1. DESIGN-BUILD ENTITY SHALL PROVIDE SHOP DRAWINGS FOR EDGE CONDITIONS AND DIRECTION OF INSTALLATION OF ALL FLOOR FINISHES. 2. ACCESS PANELS: PAINT TO MATCH ADJACENT WALL/SOFFIT, WHERE OCCURS. 3. WINDOW COVERINGS: SEE REFLECTED CEILING PLAN FOR LOCATIONS AND TYPE. 4. TILE APPLICATION: SEAL ALL FLOOR AND WALL GROUT AROUND PLUMBING AND WET AREAS. SEAL GROUT PER MANUFACTURER’S SPECIFICATIONS. ARCHITECT TO APPROVE TILE MOCK-UP BEFORE INSTALLATION. 5. FLOOR: CONTINUE FLOOR FINISH UNDER COUNTERS WHERE BASE CABINETS ARE NOT SHOWN, UNDER ACCESSIBLE SINK CABINETS, AND INTO EQUIPMENT AREAS UNDER UPPER CABINETS. 6. FLOOR: PROVIDE 'FEATHER UP' TRANSITION AT ALL DOORS WHEN THERE IS A DIFFERENCE OF 1/4" OR MORE TO MEET ACCESSIBLE REQUIREMENTS AT A MINIMUM. 7. MATERIAL DIRECTIONAL INSTALLATION: IF THE INSTALLATION DIRECTION IS NOT INDICATED ON PLANS, CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION. 8. ALL INTERIOR WALL, FLOOR, AND CEILING FINISH MATERIALS TO COMPLY WITH SECTION 803 -IN ACCORDANCE WITH ASTM E-84 NFPA 286 WITH ALL FINISHES IN RATED CONDITIONS CLASSIFIED AS CLASS "A" FLAME SPREAD AND SMOKE DENSITY. INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS ARE NOT TO EXCEED CLASS "B." CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS ARE TO NOT TO EXCEED CLASS "C." 9. INTERIOR WALL AND CEILING FINISH MATERIAL CLASS PER 803.13 IS TO MEET FLAME SPREAD AND SMOKE DENSITY IN ACCORDANCE WITH CBC TABLE 803.1.2. 10. CURTAIN, DRAPERIES, FABRIC HANGINGS AND SIMILAR COMBUSTIBLE DECORATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL COMPLY WITH FIRE CODE SECTION 807 AND MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701. 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 FIRE RISER 129 DECONTAMINATION 130 ACCESSIBLE RESTROOM 131 WORK ROOM 126 AIR COMP. 127 CAPTAIN'S OFFICE 117 WEIGHT ROOM 102 MDF 123 MEDICAL STORAGE 124 SHARED OFFICE 101 DORM 116 DORM 115 DORM 114 DORM 113 DORM 112 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 TURNOUT 122 ELECTRICAL 121 DAY ROOM 106 KITCHEN 103 DINING 104 APPARATUS BAY 125 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 107 NON-RATED CORRIDOR 105 8 8 STOR. 128 STOR. CLOSET 118 SDT RB-1 PC-1 AWP-1 P-3 PC-1 PC-1 T-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 SC-1 PC-1 PC-1 PC-2 PC-2 PC-2 SC-1 SC-1PC-2 PC-2 WP-1 B-2 WP-1 WP-1WP-1 WP-1WP-1WP-1WP-1WP-1WP-1 WP-1PC-2 FRP PC-2 WP-2 FRPB-2 P-2 P-2 P-3 P-3 P-3 P-3 P-3 RF-1 RF-1 WP-2 WP-2 B-3 PC-1 WP-2 RF-1 B-3 PC-1 WP-2 RF-1 B-3 B-3 09.05 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020FLOOR FINISHES PLAN A2.21 33236 MG / TP KEYNOTES 09.05 PROVIDE FULL HEIGHT STAINLESS STEEL BACKSPLASH AT FULL WIDTH OF RANGE HOOD. LEGEND GENERAL NOTES 1/8" = 1'-0" A2.21 05FLOOR FINISHES PLAN PROJECT NORTHNPage 234 of 256 CLNG CLNG GYP-1 -FRAMED GYP BD CLG ACT-1 2 X 2 SUSPENDED ACOUSTICAL CEILING TILE GYP-2 -FRAMED MOISTURE-RESISTANT GYP BD CLG. CENTER DEVICES ON CLG TILE -TYP INCLUDED BUT NOT LIMITED TO THE FOLLOWING: SPRINKLER, FIRE STROBE, SPEAKERS, DAYLIGHT & OCCUPANCY SENSORS. EXIT SIGN. REFER TO ELEC. 9'-0" XXX-1 TYP CLG HEIGHT, UNO TYP CLG TYPE, UNO EQ EQ EQEQACCESS PANEL 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 ACCESSIBLE RESTROOM 131 WORK ROOM 126 AIR COMP. 127 CAPTAIN'S OFFICE 117 WEIGHT ROOM 102 MDF 123 MEDICAL STORAGE 124 DORM 116 DORM 115 DORM 114 DORM 113 DORM 112 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 TURNOUT 122 ELECTRICAL 121 DAY ROOM 106 KITCHEN 103 DINING 104 APPARATUS BAY 125 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 105 FIRE RISER 129 DECONTAMINATION 130 SHARED OFFICE 101 NON-RATED CORRIDOR 107 8 8 STOR. 128 STOR. CLOSET 118 10' - 0" ACT-1 8' - 0" GYP-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" GYP-1 9' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" ACT-1 8' - 0" GYP-2 8' - 0" GYP-1 8' - 0" GYP-2 8' - 0" GYP-2 8' - 0" GYP-2 8' - 3" GYP-2 8' - 0" GYP-2 8' - 0" GYP-1 8' - 0" GYP-1 9' - 0" GYP-1 9' - 0" ACT-1 08.03 05.05 05.05 08.03 09.03 09.0209.02 09.02 09.0209.02 09.02 09.0209.02 09.0209.02 12.07 12.07 12.07 12.07 12.07 8' - 0" GYP-1 8' - 0" GYP-1 8' - 2" GYP-1 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020REFLECTED CEILING PLAN A2.31 33236 MG / TP KEYNOTES 05.05 ROOF ACCESS LADDER. 08.03 ROOF ACCESS HATCH. 09.02 OPEN CEILING, PAINT EXPOSED STRUCTURE. 09.03 ALL EXPOSED DUCTWORK, PIPING, CONDUIT, CABLE TRAYS, SUSPENSION WIRES, STRUTS, FRAMING, STUDS, EQUIPMENT AND DEVICES ABOVE 10'-0" TO ORGANIZED/ BUNDLED TOGETHER IN CLEAN PATHS AND MOUNTING SUPPORTS. TO BE PAINTED. 12.07 MANUAL WINDOW SHADES. LEGEND GENERAL NOTES 1/8" = 1'-0" A2.31 05FIRST FLOOR REFLECTED CEILING PLAN PROJECT NORTHNPage 235 of 256 WP WP WPWPWP WP J M M M M MM M MM M M M M MJ J JJJJJCLNGJ J J J J J WP WP J JCLNGCLNGCLNGCLNGCLNG WDDW REF.MW CM HOSESTORAGETVTVMIRROR COMP MB TVPRINTER PRINTER TV COMP COMP COMP COMP WH EXTRACTORDRYINGRACKCOMP.RH.TVAC TV MBREF.ICE 1 1 AA 2 2 3 3 4 4 5 5 6 6 BB CC DD EE FF 7 7 WEIGHT ROOM 102 8 8 CHARGING FIRE RISER 129 DECONTAMINATION 130 ACCESSIBLE RESTROOM 131 WORK ROOM 126 AIR COMP. 127 CAPTAIN'S OFFICE 117 MDF 123 MEDICAL STORAGE 124 SHARED OFFICE 101 DORM 116 DORM 115 DORM 114 DORM 113 DORM 112 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 TURNOUT 122 ELECTRICAL 121 DAY ROOM 106 KITCHEN 103 DINING 104 APPARATUS BAY 125 NON- RATED CORRIDOR 119 NON-RATED CORRIDOR 107 NON-RATED CORRIDOR 105 STOR. CLOSET 118 STOR. 128 08 09 14 14 14 14 14 16 14 16 22 22 20 18 21 19 17 23 0107 0305 06 02 04 28 10 2622 22 29 30 31 13 26.03 TYP. 12.06 TYP. 12.06 09.04 12.09 22 22 12.10 12.10 02 10.01 12 11.03 11.04 11.03 11.04 27.04 27.05 11.03 11.04 11.03 11.04 27.03 EQUIPMENT TAG -SEE SCHEDULE ON THIS SHEET KEYNOTE -DESIGN-BUILD ENTITY FURNISHED AND DESIGN-BUILD ENTITY INSTALLED 1i ?RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020EQUIPMENT/ FURNITURE PLAN A2.41 33236 MG / TP KEYNOTES 09.04 LEVEL 5 FINISH. 10.01 CUSTOM SIGNAGE PIECE, $3,000 HOLD 11.03 CORD REEL ASSEMBLY AT +10' A.F.F., PROVIDE BACKING AS REQUIRED. BOD REELCRAFT, MODEL L 4545 123 9G 11.04 COMPRESSED AIR HOSE REEL AT +10' A.F.F., PROVIDE BACKING AS REQUIRED. BOD REELCRAFT RS7650 OLP 12.06 HEAVY DUTY STEEL SHELVING. 48"WX16"D 12.09 MIRROR FULL HEIGHT 12.10 MARKER BOARD 26.03 PROVIDE POWER AND DATA FOR OFOI RADIO CHARGING EQUIPMENT (2 DOUBLE DUPLEX OUTLETS & 2 DOUBLE DATA OUTLETS, MIN. EACH LOCATION) 27.03 GPS REPEATER AT 12' AFF, POWER & RACEWAY TO ROOF WELL ABOVE WITH WEATHER HEAD 27.04 PROVIDE (3) 3" CONDUIT, BUSHING, AND WEATHERHEAD WITH PULLSTRING TO ROOF FOR WIRELESS REPEATER PROVISIONS MOUNTED AT 16' AFF. COORDINATE EXACT LOCATION OF CONDUIT STUB UPS WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. COORDINATE TERMINATION WITH OWNER FOR LOCATION & DIRECTION FOR ANTENNA. 27.05 FIRE STATION ALERTING SCREEN, PROVIDE POWER AND C.O. FOR DATA CABLING PER STATION ALERTING REQUIREMENTS GENERAL NOTES 1/8" = 1'-0" A2.41 05EQUIPMENT PLAN LEGEND FURNITURE & EQUIPMENT SCHEDULE TAG # EQUIPMENT DESCRIPTION OFOI CFCI 01 DISHWASHER BUILT IN WITH TRIM KIT - ADA HT. ASKO 24" 30 SERIES DB 16631S X 02 REFRIGERATOR 25 CU FT FRENCH DOOR WRF535SWH X 03 MICROWAVE DRAWER WITH BUILT IN WITH TRIM KIT HMB30155UC X 04 WATER BOTTLE FILLER PROVIDE WATER LINE & BOTTLE FILLING STATION PER PLUMBING X 05 ELECTRIC RANGE WOLF 36" PROFESSIONAL INDUCTION RANGE, IR36551/S/P X 06 RANGE HOOD WOLF 36" PRO WALL HOOD - 27" DEPTH WITH 1200 CFM INTERNAL BLOWER. PROVIDE DUCTED VENTILATION TO ROOF. X 07 COFFEE MAKER DBE TO PROVIDE WATER CONNECTION PER PLUMBING X 08 WASHER LG-WM8980HVA WASHER, GC TO VERIFY SIZE AND PROVIDE POWER/ DATA CONNECTION X 09 DRYER LG-DLEX8900B DRYER, GC TO VERIFY SIZE AND PROVIDE POWER/ DATA CONNECTION X 10 HEAVY DUTY EXTRACTOR VERIFY SIZE, CLEARANCES, AND PROVIDE POWER/ DATA CONNECTION READY RACK, EW35G SOFT-MOUNT EXTRACTOR 5.2 CU FT. X 12 ICE MAKER VERIFY SIZE, CLEARANCES, AND PROVIDE POWER CONNECTION X 13 AIR COMPRESSOR VERIFY SIZE, CLEARANCES, AND PROVIDE POWER CONNECTION X 14 COMPUTER DBE TO PROVIDE POWER AND DATA CONNECTIONS X 16 PRINTER DBE TO PROVIDE POWER AND DATA CONNECTIONS X 17 PRESS BENCH EXERCISE EQUIPMENT X 18 LIFTING BENCH EXERCISE EQUIPMENT X 19 ELLIPTICAL BIKE DBE TO PROVIDE POWER CONNECTION X 20 TREADMILL DBE TO PROVIDE POWER CONNECTION X 21 ROW MACHINE EXERCISE EQUIPMENT X 22 TELEVISION PROVIDE WALL POWER AND AV/DATA CONNECTIONS. X 23 WEIGHT RACK EXERCISE EQUIPMENT X 26 HOSE STORAGE RACK GROVES FIRE HOSE STORAGE RACK: MOBILE FIRE HOSE RACK, 3000 FT, 104 IN X 87 IN X 28 DRYER CABINET READY RACK, SMART-DRY 6 ALL-PURPOSE DRYING CABINET X 29 TRASH BIN X 30 RECYCLE BIN X 31 COMPOST BIN X NOTE: DBE TO PROVIDE "CFCI" EQUIPMENT. Page 236 of 256 FIRST FLOOR 0'-0" 1 LOW EAVE 10'-8" 234567 HIGH EAVE 18'-0" 8 07 A3.11 06 A3.11 PARAPET 15'-0" 07.05 07.01 08.1208.0708.07 07.01 19 A3.01 08.1207.02 07.02 EQ.EQ. C.L. 07.07 EQEQ C.L. FIRST FLOOR 0'-0" 1 LOW EAVE 10'-8" 2 3 4 5 6 7 HIGH EAVE 18'-0" 807 A3.11 06 A3.11 FLAT ROOF 15'-0"2 " / 1 2 "2" / 12"2" / 12" 2 " / 1 2 "2" / 12" 07.01 07.05 07.01 07.05 08.07 08.07 08.1208.12 EQEQ 07.02 C.L. POLYMER MODIFIED FIBERGLASS REINFORCED PLASTER (PL-1); PAINTED INSULATED METAL PANEL ROOFING BASIS OF DESIGN: AEP SPAN APAN-LOK, COLOR SLATE GRAY INSULATED LOW-E VISION GLAZING (GL-1) DRIFT JOINT 4X16X8 CMU BLOCK 1. EXTERIOR WALL ASSEMBLY INSULATION TO BE MIN R-19. 2. ROOF ASSEMBLY INSULATION TO BE MIN R-30. FIRST FLOOR 0'-0" A LOW EAVE 10'-8" BCDEF HIGH EAVE 18'-0" 05 A3.11 FLAT ROOF 15'-0"2 " / 1 2 " 2 " / 1 2 " 2 " / 1 2 "2" / 12" 2" / 12" 07.01 07.01 07.01 08.12 07.02 07.02 FIRST FLOOR 0'-0" A LOW EAVE 10'-8" B C D E F HIGH EAVE 18'-0" 05 A3.11 2 " / 1 2 " 2" / 12" 2" / 12" 2" / 12"2 " / 1 2 " 07.04 07.04 10.03 07.05 07.05 8'-0"10.02 3'-0"TYP. 08.0108.06 TYP. 08.06 17 A3.01 18 A3.01 07.07 07.07 07.04 07.02 SEALANT & BACKER ROD EXTERIOR INTERIOR CMU W/ WEATHERED JOINT (TYP) 1/4"/ 1'1"1"2 1/2"5/8" GYP BD METAL STUD FRAMED WALL W/ FULL THICKNESS BATT INSULATION 1/2" 1/2" OPERTABLE/ FIXED WINDOW ASSEMBLY, AS OCCURS. SHIM AS REQUIRED18 GA. PREFINISHED SHEET METAL SILL FLASHING W/ DAM AT WINDOW SILL & HEMMED DRIP 16 GA. CLEAT SEALANT & BACKER ROD EXTERIOR INTERIOR WEATHER BARRIER EXTEND OVER EDGE OF FLASHING MEMBRANE, LAP 2" MIN. OVER FLASHING 1/4"/ 1' OPERABLE/ FIXED WINDOW ASSEMBLY, AS OCCURS. SHIM AS REQUIRED1/4"LINE OF JAMB SHEET METAL FLASHING BEYOND, SIM TO HEAD LINE OF C.M.U. BEYOND 18 GA. PREFINISHED SHEET METAL HEAD EXTENDING BEYOND & JAMB FLASHING SILL & HEMMED DRIP 16 GA. CLEAT EXTERIOR PLASTER SYSTEM O/ WRB SYSTEM O/ EXT. GYP. & C.I. EXTERIOR PLASTER SYSTEM O/ WRB SYSTEM O/ EXT. GYP. & C.I. VARIES PER PLAN FRY REGLET VENTED REVEAL FPM-75-V-100, PREFINISHED TO MATCH PLASTER STANDING SEAM METAL ROOF, WITH DOWNTURNED EAVE EDGE, OVER ROOF UNDERLAYMENT 22 GA. SHEET METAL GUTTER LINER PREFINISHED WHITE. VARIABLE SLOPE TO DRAIN 1/8" / FT MIN SLOPE 20 GA. SHEET METAL GUTTER PREFINISHED TO MATCH ROOF PANEL CHAIN DOWNSPOUT WHERE OCCURS 16 GA CONT. CLEAT SHEET METAL FLASHING TO MATCH GUTTER SEE DETAIL A FOR CONDITION WHERE GUTTER DOES NOT OCCUR DETAIL A 1" W X 20 GA. SHEET METAL GUTTER BRACKET AT 36" O.C., PREFINISHEF TO MATCH ROOF 1/8" = 1'-0" A3.01 08EXT ELEVATION - NORTH 1/8" = 1'-0" A3.01 06EXT ELEVATION - SOUTH RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020EXTERIOR ELEVATIONS A3.01 33236 MG / TP KEYNOTES 07.01 4" MIN. WIDE GUTTER WITH 1/8" PER FOOT SLOPE, PER 19/A3.01 07.02 3" MIN. DIAMETER DOWNSPOUT. 07.04 SHEET METAL FASCIA PREFINISHED TO MATCH STANDING SEAM METAL ROOF (22 GA MIN) PER 19/A3.01 DETAIL A 07.05 20 GA. PREFINISHED SHEET METAL WALL CAP. 07.07 5/16" BLACK OXIDE CHAIN DOWNSPOUT 08.01 EMERGENCY ESCAPE CASEMENT WINDOW WITH MINIMUM 5 SF NET CLEAR OPENING AND COMPLIANT PER CBC R310. 08.06 FIXED WINDOW OF SIMILAR TYPE TO OPERABLE WINDOWS. 08.07 SECTIONAL HIGH RISE DOOR, WITH GLAZED PANELS. MOTORIZED WITH CENTRAL COMMON DOOR OPENING CONTROL PANEL FOR FRONT DOORS. 08.12 STOREFRONT WINDOW SYSTEM 10.02 12" TALL X 2" DEEP PIN-MOUNTED ALUMINUM BUILDING ADDRESS. PROVIDE HALO-LIT, INTERNALLY ILLUMINATED COPY. COORDINATE FINAL LOCATION AND QUANTITIES WITH AHJ. 10.03 12" TALL X 1/2" THICK ALUMINUM PIN-MOUNTED (1" OFF MOUNTING SURFACE) BUILDING SIGNAGE. PROVIDE EXTERNAL ILLUMINATION FROM PLANTER BELOW. LEGEND GENERAL NOTES 1/8" = 1'-0" A3.01 07EXT ELEVATION - EAST 1/8" = 1'-0" A3.01 05EXT ELEVATION - WEST 3" = 1'-0" A3.01 17WINDOW SILL 3" = 1'-0" A3.01 18WINDOW HEAD 3" = 1'-0" A3.01 19CONCEALED GUTTER Page 237 of 256 1. EXTERIOR WALL ASSEMBLY INSULATION TO BE MIN R-19. 2. ROOF ASSEMBLY INSULATION TO BE MIN R-30. FIRST FLOOR 0'-0" 1 LOW EAVE 10'-8" 2 3 4 5 6 7 HIGH EAVE 18'-0" 8 07 A3.11 06 A3.11 DECONTAMINATION 130 APPARATUS BAY 125MDF 123 DAY ROOM 106 NON-RATED CORRIDOR 105 SHARED OFFICE 101 10'-6"FIRST FLOOR 0'-0" A LOW EAVE 10'-8" BCDEF HIGH EAVE 18'-0" 05 A3.11 APPARATUS BAY 125 FIRST FLOOR 0'-0" A LOW EAVE 10'-8" BCDEF HIGH EAVE 18'-0" 05 A3.11 KITCHEN 103 DINING 104 DAY ROOM 106 NON-RATED CORRIDOR 107 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 ACCESSIBLE RESTROOM/ SHOWER 111 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020BUILDING SECTIONS A3.11 33236 MG / TP KEYNOTES LEGEND GENERAL NOTES 1/8" = 1'-0" A3.11 05LONGITUDINAL SECTION 1/8" = 1'-0" A3.11 07TRANSVERSE SECTION 02 1/8" = 1'-0" A3.11 06TRANSVERSE SECTION 01 Page 238 of 256 1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE W/ ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, & THE CONTRACT DOCUMENTS. 2. THE DESIGN-BUILD ENTITY (DBE) SHALL BE RESPONSIB LE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. 3. THE DBE SHALL VERIFY ALL SITE CONDITIONS & DIMEN SIONS, & EXACT LOCATIONS & ELEVATIONS OF PIPING BEFORE STARTING WO RK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BE TWEEN THE CONTRACT DOCUMENTS & EXG CONDITIONS, NOTIFY THE ARC HITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. 4. THE DBE SHALL ACQUIRE & PAY FOR ALL PERMITS & FE ES. 5. COORDINATE MECHANICAL WORK W/ ALL OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, & LANDSCAPE). REF ER TO ELECTRICAL, ARCHITECTURAL,STRUCTURAL, CIVIL, & LANDSCAPE DWGS & SPECIFICATIONS FOR DETAILS. COORDINATION SHALL OCCUR PRIOR TO FABR ICATION, PURCHASE, &/OR INSTALLATION OF ALL WORK. 6. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, & F IRE PROTECTION SYSTEM ROUTING PRIOR TO INSTALLATION. DUCTWORK ROUTING TAKES PRECEDENCE OVER OTHER DISCIPLINES INCLUDING FIRE PR OTECTION. DWGS ARE DIAGRAMMATIC IN NATURE. PROVIDE ALL FITTINGS, TRANSITIONS &/OR OFFSETS AS REQ FOR A COMPLETE SYSTEM. 7. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMEN T LOCATIONS W/ THE DBE, OTHER TRADES, ARCHITECT & STRUCTURAL ENGIN EER. 8. MECHANICAL SYSTEMS SEISMIC RESTRAINTS SHALL CONF ORM TO "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS " AS PUBLISHED BY SMACNA 3RD EDITION 2008, ANSI/SMACNA 001-2008. 9. THE DBE IS RESPONSIBLE FOR THE SAFE KEEPING OF H IS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR T HE PROTECTION OF PROPERTIES AGAINST, FIRE, SMOKE, THEFT, & ENVIRO NMENTAL CONDITIONS. 10. MECHANICAL MATERIALS, EQUIPMENT, DUCTWORK & PIP ING SHALL BE STORED IN ORDERLY PROFESSIONAL FASHION. ALL ITEMS S HALL BE COVERED & PROTECTED FROM RAIN & ALL OTHER ENVIRONMENTAL CON DITIONS. 11. VERIFY & COORDINATE THE MAINTENANCE ACCESS & CO DE REQ CLEARANCES FOR ALL MECHANICAL EQUIPMENT. INSTALL ALL WORK & COORDINATE THE WORK OF OTHER TRADES TO MAINTAIN COD E REQ CLEARANCE & ACCESS FOR PROPER MAINTENANCE OF EQUIPM ENT. 12. PROVIDE EQUIPMENT TAGS FOR ALL MECHANICAL EQUIP MENT. TAG SHALL BE MADE OF BAKELITE W/ ETCHED 1/2" HIGH LETTERS. LOCAT E TAG ON EQUIPMENT NEAR MFRS NAMEPLATE. 13. PROVIDE DUCTWORK THAT CONFORMS TO THE "HVAC DUC T CONSTRUCTION STANDARDS - METAL & FLEXIBLE" AS PUBLISHED IN THE LA TEST EDITION OF THE CALIFORNIA MECHANICAL CODE. ACOUSTICAL LINING S HALL CONFORM TO SMACNA 2006 EDITION (ANSI / SMACNA 006-2006) STA NDARDS. 14. FLEXIBLE DUCTWORK SHALL BE USED FOR CONNECTIONS TO AIR TERMINAL DEVICES IN CONCEALED, LOW PRESSURE, ENVIRONMENTAL A IR DUCT SYSTEMS. FLEXIBLE DUCT CONNECTIONS SHALL BE 5’-0” MA X LENGTH & SHALL BE INSTALLED IN ACCORDANCE W/ SMACNA HVAC DUCT CONS TRUCTION STANDARDS. 15. REFRIGERANT PIPING SHALL BE SIZED & ROUTED IN A CCORDANCE W/ MFR’S REQUIREMENTS. REFRIGERANT SYSTEM SHALL INCLUDE ALL ADDITIONAL TRAPS, VALVES, & ACCESSORIES REQ BY THE MFR FOR THE INSTALLED PIPE ROUTING. PROVIDE MIN 1” CLOSED CELL FOAM INSULATION F OR ALL REFRIGERANT PIPING, ARMACELL “ARMAFLEX” OR SIMILAR. R EFER TO SPECIFICATIONS. 16. THE DBE SHALL PROVIDE ALL CONTROL WIRING IN CON DUIT. 17. THERMOSTATS SHALL BE MOUNTED 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. 18. THE DBE SHALL PROVIDE AS-BUILT DWGS. DWGS SHALL BE SUBMITTED IN AUTO CAD FORMAT. AS-BUILT DWGS SHALL BE COMPLETED & SUBMITTED TO ENGINEER/ARCHITECT PRIOR TO SUBSTANTIAL COMPLETION. ENGINEER WILL NOT PERFORM PUNCH LIST UNTIL AS-BUILT DWGS ARE RECE IVED. 19. PROVIDE COMPLETE AIR & WATER BALANCE FOR ALL ME CHANICAL SYSTEMS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT THIRD PARTY & A MEMBER OF "AABC" OR THE "NEBB". DBE SHALL PROVIDE A LL NECESSARY BELTS SHEAVES & PULLEYS AS REQ BY THE BALANCING CON TRACTOR TO COMPLETE THE BALANCING OF THE SYSTEM. 20. DUCT SIZES INDICATED ON PLANS ARE THE "FREE" IN SIDE DIMENSION OF THE DUCT. THE DBE SHALL INCREASE THE SIZE OF THE DUCT T O ACCOMMODATE ACOUSTICAL &/OR PERFORATED LINERS. 21. SEAL ALL DUCT SYSTEMS AIRTIGHT USING MASTIC &/O R LIQUID ELASTIC SEALANT. "DUCT TAPE" SHALL NOT BE USED. 22. PROVIDE VOLUME DAMPERS FOR EA SUPPLY DIFFUSER A S WELL AS FOR RETURN & EXHAUST OPENINGS AS REQ BY THE BALANCING C ONTRACTOR TO BALANCE THE SYSTEM. LOCATE DAMPER AS FAR UPSTREAM A S POSSIBLE. FOR ALL VOLUME DAMPERS LOCATED ABOVE CEILINGS PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORANGE TAPE TO MARK DAMPER LOCATIO NS. 23. PROVIDE "PETE'S PLUG" TYPE TEST WELLS BEFORE & AFTER EA PIECE OF EQUIPMENT REQ BALANCING OR MONITORING IN THE HYDRON IC SYSTEMS INCL BUT NOT LIMITED TO COILS, HEAT EXCHANGERS, CON TROL VALVES, TEMPERATURE & / OR PRESSURE SENSORS, ETC. PROVIDE A DDL TEST WELLS AS REQ BY THE COMMISSIONING AGENT. 24. DUCT SYSTEMS USED W/ BLOWER TYPE EQUIPMENT WHIC H ARE PORTIONS OF HEATING COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE W/ CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE. 25. AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE INTERLOCKED TO & SHUTDOWN BY AREA WIDE FIRE ALARM S YSTEM SIGNAL. FOR BUILDINGS W/O AREA WIDE SYSTEM THE EQUIPMENT SH ALL BE EQUIPPED W/ AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTOR LOCATED IN THE MAIN SUPPLY-AIR DUCT. 26. PROVIDE TURNING VANES IN ALL 90° MITERED ELBOWS 27. DUCT SYSTEMS SHALL BE LEAK TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA ENERGY CODE SECTION 120.4(g). 28. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED W/ ADEQUATE CLEARANCE FOR MAINTENANCE ACCESS, PER MFR'S REQUIREMENTS. 29. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIRE &/OR SMOKE SEPARATION WALLS. THE DBE SHALL PROVIDE FIRE &/OR S MOKE DAMPERS FOR ALL RATED WALLS/CEILINGS/ASSEMBLIES. 2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE C ODE, PART 1, TITLE 24 C.C.R. 2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; (2024 INTERNATIONAL BUILDING CODE OF THE INTERNATIO NAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS) 2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; (2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA) 2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITL E 24 C.C.R.; (2024 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; (2024 UNIFORM PLUMBING CODE OF THE INTERNATIONAL AS SOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2025 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.; 2025 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.; (2024 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2025 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PA RT 11, TITLE 24 C.C.R. 2025 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2025 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MAR SHAL REGULATIONS. PARTIAL LIST OF APPLICABLE STANDARDS ASHRAE 62.1 VENTILATION FOR ACCEPTABLE INDOOR AIR V ERSION 2022 QUALITY ASHRAE 55 THERMAL COMFORT FOR HUMAN OCCUPANCY VERSIO N 2023 ASHRAE G36 HIGH PERFORMANCE SEQUENCE OF OPERATIONS FOR HVAC SYSTEMS VERSION 2024 2019 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2025 EDITION (CALIFORNIA AMENDED) NFPA 14 STANDPIPE SYSTEMS 2019 EDITION (CALIFORNIA AMENDED) NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2025 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITION NFPA 20 STATIONARY PUMPS 2025 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS 2025 EDITION (CALIFORNIA AMENDED) NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2025 E DITION (CALIFORNIA AMENDED) (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 20 25 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 20 23 EDITION SYSTEMS NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 20 25 EDITION (CALIFORNIA AMENDED) BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2026) ABBREVIATION DESCRIPTION A AIR, AMPS AAV AUTOMATIC AIR VENT ABV ABOVE AC AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AFF ABOVE FINISH FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AMB AMBIENT APD AIR PRESSURE DROP ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS, INC. ASSY ASSEMBLY ATM ATMOSPHERE B BOILER BFF BELOW FINISHED FLOOR BHP BRAKE HORSE POWER BEL BELOW BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BTUH BRITISH THERMAL UNIT PER HOUR BV BALL VALVE C CONDENSATE PIPING CA COMPRESSED AIR CAP CAPACITY CD CEILING DIFFUSER, CONDENSATE DRAIN CFG CEILING FIRE DAMPER CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CH CHILLER CHR CHILLED WATER RETURNED CHS CHILLED WATER SUPPLY CV CHECK VALVE CLG CEILING, COOLING CO CARBON MONOXIDE SENSOR CO2 CARBON DIOXIDE SENSOR COMB COMBINATION, COMBUSTION COND CONDENSER, CONDENSATE CONT CONTINUE, CONTROL COP COEFFICIENT OF PERFORMANCE CR CONDENSER WATER RETURN CS CONDENSER WATER SUPPLY Cx COMISSIONING CxA COMISSIONING AGENT (D) DEMOLISH DB DRY BULB dB DECIBEL DDC DIRECT DIGITAL CONTROL DIA DIAMETER DN DOWN Ø DIAMETER EXIST EXISTING (E) EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EG EXHAUST GRILLE ELEC ELECTRICAL EMS ENERGY MANAGEMENT SYSTEM EQUIV EQUIVALENT ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EVAP EVAPORATOR, EVAPORATIVE EWT ENTERING WATER TEMPERATURE F FAHRENHEIT FC FLUID COOLER FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPS FLR FLOOR FLTR FILTER FPM FEET PER MINUTE FPS FEET PER SECOND FSD COMBINATION FIRE SMOKE DAMPER FT FOOT, FEET FV FACE VELOCITY GA GAGE GAL GALLONS GPM GALLONS PER MINUTE GRD GRILLES, REGISTERS, AND DIFFUSERS GWR GLYCOL WATER RETURN PIPING GWS GLYCOL WATER SUPPLY PIPING H HUMIDISTAT, HEIGHT HD HEAD HORIZ HORIZONTAL HP HORSE POWER, HEAT PUMP HTG HEATING HVAC HEATING VENTILATION AND AIR CONDITIONING HHR HEATING WATER RETURN HHS HEATING WATER SUPPLY HZ HERTZ IAQ INDOOR AIR QUALITY IN INCHES IN WC INCHES WATER COLUMN KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LRA LOCKED ROTOR AMPS LVR LOUVER LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MECH MECHANICAL MERV MINIMUM EFFICIENCY REPORTING VALUE MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MOCP MAXIMUM OVER CURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED, NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER P PUMP PD PRESSURE DROP POC POINT OF CONNECTION POD POINT OF DISCONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH RA RETURN AIR, RELIEF AIR REF REFRIGERANT RG RETURN GRILLE RH RELATIVE HUMIDITY RL REFRIGERANT LIQUID LINE RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT S SENSOR SA SUPPLY AIR, SOUND ATTENUATOR SAT SUPPLY AIR TEMPERATURE SF SUPPLY FAN, SQUARE FOOT SG SUPPLY GRILLE SIM SIMILAR SL REFRIGERANT SUCTION LINE SMACNA SHEET METAL AND AIR-CONDITIONING CONTRACTOR NATIONAL ASSOCIATION SOO SEQUENCE OF OPERATION ST SOUND TRAP TD TEMPERATURE DIFFERENCE TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TG TRANSFER GRILLE TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL / STRUCTURE TSP TOTAL STATIC PRESSURE T'STAT THERMOSTAT TU TERMINAL UNIT TYP TYPICAL UH UNIT HEATER V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VENT VENTILATION, VENTILATOR VFD VARIABLE FREQUENCY DRIVE W WATT, WIDE, WATER W/ WITH W/O WITHOUT WB WET BULB TEMPERATURE WT WEIGHT MOTORIZED DAMPER SP BP SD AF A T MD OPERABLE WINDOW CONTACT WC DC OPERABLE DOOR CONTACT DP DUCT SMOKE DETECTOR TEMPERATURE TRANSMITTER AQUASTAT AIRFLOW MEASURING UNIT DUCT STATIC PRESSURE TRANSMITTER BUILDING PRESSURE TRANSMITTER DIFFERENTIAL PRESSURE TRANSMITTER VFD DDC VARIABLE FREQUENCY DRIVE MAIN BUILDING DIRECT DIGITAL CONTROL PANEL AUTOMATIC CONTROL VALVE, 2-WAY AUTOMATIC CONTROL VALVE, 3-WAY ---- TYPE TYPE DESCRIPTION T THERMOSTAT Z ZONE TEMPERATURE SENSOR - W/ LOCAL OVERRIDE / DISPL AY S SPACE TEMPERATURE SENSOR- STAINLESS STEEL FLAT PLATE R HUMIDISTAT OR HUMIDITY SENSOR C CARBON DIOXIDE SENSOR CO CARBON MONOXIDE SENSOR EXAMPLE TCR = THERMOSTAT W/ CO2 & HUMIDISTAT SENSOR GENERAL CONTROL NOTES 1. BUILDING BMS NOT ANTICIPATED FOR THE FACILITY. 2. EQUIPMENT TO BE PROVIDED WITH BACNET PROVISIONS TO ACCOMMODATE POTENTIAL FUTURE BMS INSTALLATION. 3. MOTOR STARTERS SHALL BE PROVIDED BY DBE. STARTER S SHALL BE EQ TO CERUS MODEL 'BAS'. DEFINITION: THERMOSTAT - FACTORY PROVIDED W/ ON-BOARD CONTROL LO GIC & LOCAL USEABILITY CONTROLS. CONNECT TO EMS FOR MONITORING ONLY. ZONE TEMPERATURE SENSOR W/ LOCAL OVERRIDES - FIELD P ROVIDED SENSOR W/ WIRING TO CENTRAL EMS W/ LOCAL USER OVERRIDE CON TROLS. MOUNT FLUSH & AT EQ HEIGHT W/ LIGHT SWITCHES & OTHER DEVICES. SENSOR MODEL TO BE APPROVED BY THE ARCHITECT. SPACE TEMPERATURE SENSOR W/O LOCAL OVERRIDES - FIELD PROVIDED SENSOR W/ WIRING TO CENTRAL EMS W/O LOCAL USER OVER RIDE CONTROLS EQ TO KELE ST-S. EXACT SENSOR TYPE TO MATCH ARCHITECTU RAL FEATURES & TO BE APPROVED BY THE ARCHITECT. 24x10 TRANSITION - ECCENTRIC DUCT RISE / DROP W/ 90° ELBOWS (RECTANGULAR DUCTS) 45° ELBOW, R/D OR R/W=1.5 DUCT RISE / DROP W/ 90° ELBOWS (ROUND AND / OR OVAL DUCT) DUCT RISE / DROP W/ 45° ELBOWS (RECTANGULAR DUCTS) DUCT RISE / DROP W/ 45° ELBOWS (ROUND AND / OR OVAL DUCTS) 90° ELBOW, R/D OR R/W=1.5 TRANSITION OR REDUCER SOUNDLINED DUCTWORK RECTANGULAR DUCT DN RECTANGULAR DUCT UP ROUND OR OVAL DUCT DN ROUND OR OVAL DUCT UP FLEXIBLE CONNECTION DUCT SIZE (CLEAR INSIDE DIMENSION IN INCHES) TRANSITION - RECTANGULAR TO ROUND RADIUS TEE SQUARE TEE W/ TURNING VANES RADIUS TAP IN BULLHEAD TEE MITERED ELBOW WITH TURNING VANES 90° CONICAL TAP 90° STRAIGHT TAP 45° TAP 90° TAP WITH 45° BEVEL WYE FITTING RETURN AIR DUCT UP AND DOWN SUPPLY AIR DUCT UP AND DOWN RETURN DUCT ROOF PENETRATION SUPPLY DUCT ROOF PENETRATION EXHAUST AIR DUCT UP AND DOWN EXHAUST DUCT ROOF PENETRATION WYE AND 45° ELBOW W/ REDUCER (ROUND AND / OR OVAL DUCT) CHILLED WATER SUPPLY PIPING CHILLED WATER RETURN PIPING HEATING WATER SUPPLY PIPING HEATING WATER RETURN PIPING CHS CHR HHS HHR CONTINUATION OF PIPING DUCT SMOKE DETECTOR SHUT-OFF VALVE ABOVE GRADE MANUAL VOLUME DAMPER SMOKE DAMPER FIRE DAMPER FIRE / SMOKE DAMPER BACK DRAFT DAMPER SYMBOL DESCRIPTION SD SUPPLY DIFFUSER RETURN GRILLE EXHAUST GRILLE ELECTRONIC REMOTE DAMPER MECHANICAL REMOTE DAMPER REMOTE DAMPER CONTROL LOCATIONRDCL POINT OF CONNECTION POINT OF DISCONNECTION REFRIGERANT PIPINGREF CONTINUATION OF DUCT (NOT TO SCALE) 1 M7.01 DOOR LOUVER TRANSOM LOUVER UNDERCUT DOOR SUPPLY AIR FLOW DIRECTION OUTSIDE AIR FLOW DIRECTION EXHAUST AIR FLOW DIRECTION RETURN AIR FLOW DIRECTION KEYNOTE SYMBOL EQUIPMENT TAG SYMBOL DETAIL NUMBER SHEET NUMBER DIFFUSER IDENTIFICATION, NECK SIZE AIR FLOW, NUMBER OF OCCURRENCES D/L T/L U/C EA OA ? ? RA SA S-1: 12" 200 TYP.3 (NOT TO SCALE) 1. ALL EQUIPMENT, PIPING, UTILITIES, & THEIR CONNEC TIONS SHALL BE SEISMICALLY BRACED PER LATEST CBC & LATEST EDITION OF SMACNA SEISMIC RESTRAINT MANUAL, BASED ON SEISMIC HAZARD L EVEL A. MAINTAIN A COPY OF SMACNA SEISMIC RESTRAINT MANUAL ON SITE. 2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CO NCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING W / STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVE D ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK W /O CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, AR E LIMITED TO 4" DIA PIPE MAX. LOCATE HANGERS TWO FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLU MNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY. 3. PROVIDE SHOP DWG W/ LARGE SCALE PLANS & SECTIONS SHOWING HANGERS & BRACING LOCATIONS. SHOP DWG SHALL BE PREP ARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFO RNIA & SHALL BE STAMPED & SIGNED. INDICATE HANGERS & BRACING LOADS ON STRUCTURAL FRAMING PLANS. REFERENCE RELEVANT DETAILS FROM SMAC NA SEISMIC RESTRAINT MANUAL. 4. EXPANSION ANCHORS & EPOXY ANCHORS, WHERE USED, S HALL HAVE A MIN EMBEDMENT OF 8 TIMES THE ANCHOR DIA & A MIN EDGE DISTANCE OF 10 TIMES THE DIA. EXPANSION ANCHORS & EPOXY ANCHORS MU ST HAVE CURRENT & VALID ICC REPORT. SHOT PINS ARE NOT ACCEP TABLE. 5. UNLESS SPECIFIED ON STRUCTURAL DWG, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, D RILLING, BORING, BRACING, WELDING, ETC SHALL HAVE WRITTEN APPROVAL B Y THE STRUCTURAL ENGINEER OF RECORD & DSA PRIOR TO STARTING WORK. 6. SEE GENERAL NOTES ON STRUCTURAL DWG FOR ADDL REQ UIREMENTS. 5.201.1 5.504.3 5.504.5.3 5.504.5.3.1 5.410.3 5.410.4.3.1 5.410.4.4 5.410.4 5.410.4.5 5.504.4.1 5.506.1 5.506.2 702.1 702.2 703.1 COMPLY W/ REQ OF CALIFORNIA ENERGY CODE (CCR TITLE -24, PART 6, 2022) PERFORM TESTING & ADJ PROCEDURES IN ACCORDANCE W/ INDUSTRY BEST PRACTICES & APPLICABLE NATIONAL STANDARDS ON EA SYSTEM. TESTING & ADJUSTING OF SYSTEMS SHALL BE REQ FOR BUILDINGS LESS THAN 10,000 SQ FT OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATION. BEFORE A NEW SPACE -CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE SYSTEM SHALL BE BALANCED IN ACCORDANCE W/ THE PROCEDURES DEFINED BY THE TESTING, ADJUSTING, AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS. AFTER COMPLETION OF TESTING, ADJUSTING & BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. BUILDING OWNER SHALL BE PROVIDED W/ DETAILED OPERATING & MAINTENANCE INSTRUCTIONS & COPIES OF GUARANTEES & WARRANTIES FOR EA SYSTEM PRIOR TO FINAL INSPECTION. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS & CAULKS SHALL COMPLY W/ LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 & 5.504.4.2. AEROSOL ADHESIVES & SMALLER UNIT SIZES OF ADHESIVES AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE LB & DO NOT CONSIST OF MORE THAN 16 FLUID OZ) SHALL COMPLY WITH STATEWIDE VOC STANDARDS & OTHER REQ, INCL PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING W/ SECTION 94507. AT THE TIME OF ROUGH INSTALLATION & DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING, & VENTILATION EQUIPMENT, ALL DUCT & OTHER AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED W/ TAPE, PLASTIC, SHEETMETAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER, & DEBRIS WHICH MAY ENTER THE SYSTEM. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDINGS W/ AIR FILTRATION MEDIA FOR OUTSIDE & RETURN AIR THAT PROVIDES AT LEAST A MERV 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY & RECOMMENDATIONS FOR MAINTENANCE W/ FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE M&O MANUAL. INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV RATING. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MIN REQ OF SECTION 120.1 OF THE CALIFORNIA ENERGY CODE, CCR TITLE 24, PART 6 & CHAPTER 4 OF CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE WHICHEVER IS MORE STRINGENT. FOR BUILDINGS EQUIPPED W/ DEMAND CONTROL VENTILATION, CO2 SENSORS & VENTILATION CONTROLS SHALL BE SPECIFIED & INSTALLED IN ACCORDANCE W/ THE REQ OF THE LATEST EDITION OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6, SECTION 120.1(c ).1. HVAC SYSTEM INSTALLERS SHALL BE TRAINED & CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCL DUCTS & EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION & RESPONSIBILITY OF A PERSON TRAINED & CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. ACCEPTABLE HVAC TRAINING & CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1) STATE CERTIFIED APPRENTICESHIP PROGRAMS, 2) PUBLIC UTILITY TRAINING PROGRAMS, 3) TRAINING PROGRAMS SPONSORED BY TRADE, LABOR, OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS, 4) PROGRAMS SPONSORED BY MFR ORGANIZATIONS, 5) OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPECIAL INSPECTORS MUST BE QUALIFIED & ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING. THE BUILDING OWNER SHALL BE PROVIDED W/ THE FINAL REPORT OF ALL INSPECTION VERIFICATIONS & REPORTS REQ BY THE ENFORCING AGENCY. ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY REGULATIONS SHALL COMPLY WITH THE APPLIANCE STANDARD. COVERED PROCESS REFRIGERATED WAREHOUSES, COMMERCIAL REFRIGERATION, ENCLOSED PARKING GARAGES, PROCESS BOILERS, AND COMPRESSED AIR SYSTEMS SHALL MEET THE REQUIREMENTS WITHIN THIS SECTION. BUILDING COMMISSIONING PROCEDURES, REVIEWS, AND REPORTS SHALL BE FOLLOWED AS DESCRIBED WITHIN THIS SECTION. EQUIPMENT EFFICIENCY HEATING AND COOLING EQUIPMENT EFFICIENCY ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT COMPLIES WITH ALL THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. PIPE INSULATION ALL HVAC PIPING CONVEYING LIQUIDS OR LOCATED WITHIN HVAC EQUIPMENT SHALL BE INSULATED IN ACCORDANCE WITHIN THIS SECTION. WATER HEATER CERTIFICATION ANY SERVICE WATER-HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT COMPLIES WITH ALL OF THE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. SERVICE WATER HEATING INSTALLATION ON SYSTEMS THAT HAVE A TOTAL CAPACITY GREATER THAN 167,000 BTU/HR. OUTLETS THAT REQUIRE HIGHER SERVICE WATER TEMPERATURES SHALL HAVE SEPARATE REMOTE HEATERS, HEAT EXCHANGERS, OR BOOSTERS. CIRCULATING SERVICE WATER-HEATING SYSTEMS SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED. CONTROLS SHALL LIMIT THE OUTLET TEMPERATURE TO 110°F FOR PUBLIC LAVATORIES. POOL AND SPA EFFICIENCY AND CONTROL A READILY ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING; A PERMANENT, EASILY READABLE, AND WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA AND FOR THE PROPER CARE OF POOL OR SPA WATER WHEN A COVER IS USED. NO ELECTRIC RESISTANCE HEATING. POOL AND SPA INSTALLATION ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH ALL OF THE FOLLOWING: AT LEAST 36 INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER TO ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT; A COVER FOR OUTDOOR POOLS OR OUTDOOR SPAS; THE POOL SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL WATER; THE CIRCULATION PUMP SHALL HAVE A TIME SWITCH THAT ALLOWS THE PUMP TO BE SET TO RUN IN THE OFF-PEAK ELECTRIC DEMAND PERIOD. POOL HEATERS SHALL NOT HAVE A PILOT LIGHT. SPA HEATERS SHALL NOT HAVE A PILOT LIGHT. GENERAL WATER-SIDE SYSTEMS SERVICE HOT WATER SYSTEMS 110.1 120.6 120.8 110.2(d) 120.1(c.2) 120.1(d.1) 120.1(d.2) 120.1(d.3) 120.2(e.1) 120.2(e.2) 120.2(f) 120.2(g) 120.2(i) 120.4 110.2(a) 120.3 110.3(a) 110.3(b) 110.3(c) 110.4(a) 110.4(b) 110.5(c) 110.5(d) AIR-SIDE SYSTEMS HEATING AND COOLING EQUIPMENT EFFICIENCY ANY SPACE-CONDITIONING EQUIPMENT SHALL BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT COMPLIES WITH ALL THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. HEAT PUMP CONTROLS HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE CONTROLS: 1. THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND 2. IN WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-ON TEMPERATURE FOR SUPPLEMENTARY HEATING, AND THE CUT-OFF TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING. THERMOSTATS ALL UNITARY HEATING OR COOLING SYSTEMS, INCLUDING HEAT PUMPS, NOT CONTROLLED BY A CENTRAL ENERGY MANAGEMENT SYSTEM SHALL HAVE A SETBACK THERMOSTAT. FURNACE CONTROLS GAS-FIRED AND OIL-FIRED FORCED AIR FURNACES WITH INPUT RATINGS 225,000 BTU/H SHALL NOT HAVE A PILOT LIGHT, AND SHALL HAVE EITHER POWER VENTING OR A FLU E DAMPER. NATURAL VENTILATION NATURALLY VENTILATED SPACES SHALL BE PERMANENTLY OPEN TO AND WITHIN 20 FEET OF OPERABLE WALL OR ROOF OPENINGS TO THE OUTDOORS; THE OPENABLE AREA OF WHICH IS NOT LESS THAN 5% OF THE CONDITIONED FLOOR AREA OF THE NATURALLY VENTILATED SPACE. WHERE OPENINGS ARE COVERED WITH LOUVERS OR OTHERWISE OBSTRUCTED, OPENABLE AREA SHALL BE BASED ON THE FREE UNOBSTRUCTED AREA THROUGH THE OPENING. THE MEANS TO OPEN REQUIRED OPERABLE OPENINGS SHALL BE READILY ACCESSIBLE TO BUILDING OCCUPANTS WHENEVER THE SPACE IS OCCUPIED. MINIMUM VENTILATION EACH SPACE THAT IS NOT NATURALLY VENTILATED SHALL B E VENTILATED WITH A MECHANICAL SYSTEM CAPABLE OF PROVIDING AN OUTDOOR AIR RATE NO LESS THAN AS REQUIRED BY THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. PRE-OCCUPANCY VENTILATION PURGE THE MINIMUM RATE OF OUTDOOR AIR OR THREE COMPLETE AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDIN G DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED. DEMAND CONTROL VENTILATION HVAC SINGLE ZONE SYSTEMS WITH AN OUTDOOR AIR ECONOMIZER AND WITH A DESIGN OCCUPANT DENSITY, OR A MAXIMUM OCCUPANT LOAD FACTOR FOR EGRESS PURPOSES GREATER THAN OR EQUAL TO 25 PEOPLE PER 1000 SF SHAL L HAVE DEMAND CONTROL VENTILATION OR OCCUPANT SENSOR VENTILATION CONTROLS. TIME CONTROL EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT ARE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE AND SHALL HAVE EITHER AN AUTOMATIC TIME SWITCH CONTROL DEVICE WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO FOUR HOURS; OR AN OCCUPANCY SENSOR; OR A FOUR-HOUR TIMER THAT CAN BE MANUALLY OPERATED. SETBACK AND SETUP CONTROL THE CONTROL SHALL AUTOMATICALLY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN A SETBACK HEATING THERMOSTAT SETPOINT. IF THE SYSTEM PROVIDES MECHANICAL HEATING AND A SETUP COOLING THERMOSTAT SETPOINT IF THE SYSTEM PROVIDES MECHANICAL COOLING. OUTDOOR DAMPER CONTROL OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. ISOLATION ZONES EACH SPACE-CONDITIONING SYSTEM SERVING MULTIPLE ZONES WITH A COMBINED CONDITIONED FLOOR AREA OF MORE THAN 25,000 SQUARE FEET SHALL BE DESIGNED, INSTALLED, AND CONTROLLED TO SERVE ISOLATION AREAS. AUTOMATIC DEMAND SHED CONTROLS HVAC SYSTEMS WITH DDC TO ZONE LEVEL SHALL BE PROGRAMMED TO ALLOW CENTRALIZED DEMAND SHED FOR NON-CRITICAL ZONES. ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD) AIR-COOLED UNITARY DIRECT-EXPANSION UNITS EQUIPPED WITH AN ECONOMIZER AND MECHANICAL COOLING AT AHRI CONDITIONS OF GREATER THAN OR EQUAL TO 54.0 MBH SHALL INCLUDE A FDD SYSTEM. DUCT INSULATION ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THE REQUIREMENTS OF THE 2022 CMC SECTIONS 601, 602, 603 , 604, 605. 110.2(a) 110.2(b) 110.2(c) 120.2(h)RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, idea s, aesthetics and designs incorporated therein are ins truments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of deriva tive works), may give rise to liability for copyright in fringement, unlawful disclosure, use or misappropriation of pro perty rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existin g conditions. LPA is not responsible for any discrep ancies between the project documents and the existing cond itions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020MECHANICAL LEGENDS AND GENERAL NOTES M0.01 33236 KN GENERAL NOTES APPLICABLE CODES ABBREVIATIONS CONTROL DIAGRAM CONTROL SYSTEM (PLAN VIEW) MECH LEGEND ANNOTATION SYMBOLS GENERAL STRUCTURAL NOTES CALGREEN BUILDING STANDARDS NON-RESIDENTIAL MANDATORY MEASURES TITLE-24 MECHANICAL MANDATORY MEASURES Page 239 of 256 WDDW REF.MW CM HOSESTORAGETVTVMIRROR COMP MB TVPRINTER PRINTER TV COMP COMP COMP COMP WH EXTRACTORDRYINGRACKCOMP.RH.TVAC TV MBREF.ICE CGCGCGCGCGCGCG CG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CGTVFC-4TVFC-2TVFC-1T VFC -3 TVFC-5T VFC -6 T VFC -7 T VFC -8 T VFC -9 T VFC -10 TFC-1T FC -2 T VFC -11 T FC -3 1 A 2 3 4 5 6 B C D E F 7 8 TURNOUT 122 NON - RATED CORRIDOR 119 DORM 112 DORM 113 DORM 114 DORM 115 DORM 116 ACCESSIBLE RESTROOM 131 ACCESSIBLE RESTROOM/ SHOWER 111 DECONTAMINATION 130 FIRE RISER 129 AIR COMP. 127 STOR. 128 STOR. CLOSET 118CAPTAIN'S OFFICE 117 MDF 123DAY ROOM 106 DINING 104 NON -RATED CORRIDOR 105 NON -RATED CORRIDOR 107 KITCHEN 103 ELECTRICAL 121 LAUNDRY/ JANITOR 108 RESTROOM/ SHOWER 109 RESTROOM/ SHOWER 110 APPARATUS BAY 125 WEIGHT ROOM 102 SHARED OFFICE 101 MEDICAL STORAGE 124 WORK ROOM 126 VEF 1 VFC 2 VFC 1 VFC 4 VFC 3 VFC 5 VFC 6 VFC 7 VFC 8 VFC 9 VFC 10 FC 1 FC 2 EF 2 EF 1 EF 3 EF 4 VFC 11 FC 3 IR 1 IR 2 IR 3 IR 4 IR 5 IR 6 IH 3 IH 1 IH 2 VRF 1 M-0002 STUD WALL CONSTRUCTION 1 HOUR RATED WALL CONSTRUCTION MASONRY WALL CONSTRUCTION INDIRECTLY CONDITIONED SPACES RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, idea s, aesthetics and designs incorporated therein are ins truments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of deriva tive works), may give rise to liability for copyright in fringement, unlawful disclosure, use or misappropriation of pro perty rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existin g conditions. LPA is not responsible for any discrep ancies between the project documents and the existing cond itions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020MECHANICAL ZONING PLANS M5.01 33236 KN 1/8" = 1'-0"051 - FLOOR - MECHANICAL ZONING LEGEND KEYNOTES ITEM DESCRIPTION M-0002 MECHANICAL ZONE ANTICIPATED FOR VRF-1. UNIT TO BE MOUNTED CLEAR OF ROOF OVERHANG Page 240 of 256 1 A 2 3 4 5 6 B C D E F 7 8 ROOFTOP MECHANICAL EQUIPMENT ZONE ROOFTOP MECHANICAL EQUIPMENT ZONE M-0001 M-0001 STUD WALL CONSTRUCTION 1 HOUR RATED WALL CONSTRUCTION MASONRY WALL CONSTRUCTION INDIRECTLY CONDITIONED SPACES RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026 This document and all other project documents, idea s, aesthetics and designs incorporated therein are ins truments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of deriva tive works), may give rise to liability for copyright in fringement, unlawful disclosure, use or misappropriation of pro perty rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existin g conditions. LPA is not responsible for any discrep ancies between the project documents and the existing cond itions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020MECHANICAL ZONING PLANS M5.02 33236 KN 1/8" = 1'-0"05LR - LOW ROOF - MECHANICAL ZONING LEGEND KEYNOTES ITEM DESCRIPTION M-0001 ROOF ACCESS Page 241 of 256 1. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.2. THE DESIGN-BUILD ENTITY SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.3. THE DBE SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS, AND EXACT LOCATIONS AND ELEVATIONS OF PIPING BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.4. SEWER, WATER, AND STORM DRAIN SYSTEMS INDICATED IN THESE DRAWINGS SHALL EXTEND TO PLUMBING/CIVIL POINTS OF CONNECTION AT 5'-0" OUTSIDE OF THE BUILDING(S) UNLESS NOTED OTHERWISE. CONTINUATION OF THESE PIPING SYSTEMS ARE INDICATED ON THE CIVIL DRAWINGS WITH CORRESPONDING ASSOCIATED MATERIALS SPECIFIED UNDER A SEPARATE SECTION OF THE PROJECT SPECIFICATIONS. ALL SUCH PIPING SHALL BE INSTALLED IN A MANNER TO PROVIDE PROPER CONNECTION TO INVERT ELEVATIONS INDICATED ON CIVIL DRAWINGS. WHERE SIZES DIFFER BETWEEN PLUMBING AND CIVIL DRAWINGS, DBE SHALL PROVIDE TRANSITION FITTINGS AS NECESSARY TO ALLOW FOR PROPER CONNECTION.5. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP STRAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL.6. HORIZONTAL SOIL, WASTE AND TRAP PRIMER PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED WITHIN WALLS, BELOW FINISH FLOOR, OR BELOW FINISH SLAB AS APPLICABLE UNLESS NOTED OTHERWISE. ALL OTHER HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE INSTALLED CONCEALED ABOVE CEILING OR WITHIN WALLS AS APPLICABLE UNLESS NOTED OTHERWISE. ALL VERTICAL PIPING SHALL BE INSTALLED CONCEALED WITHIN WALLS UNLESS NOTED OTHERWISE. NO PIPING SHALL BE INSTALLED IN EXPOSED LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH ON PLANS.7. HORIZONTAL SOIL AND WASTE PIPING 4" AND GREATER IN SIZE SHALL SLOPE AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. ALL SUCH PIPING 3" AND LESS IN SIZE SHALL SLOPE AT 1/4" PER FOOT UNLESS NOTED OTHERWISE.8. HORIZONTAL STORM DRAIN AND OVERFLOW PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.9. HORIZONTAL CONDENSATE PIPING SHALL SLOPE AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.10. PRIOR TO COMMENCING ANY WORK VERIFY ALL EQUIPMENT LOCATIONS WITH THE DBE, OTHER TRADES, ARCHITECT AND STRUCTURAL ENGINEER. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN THE FIELD.11. PIPING BETWEEN EACH PLUMBING FIXTURE AND THE NEAREST BRANCH OR MAIN PIPING RUN SHALL BE SIZED TO MATCH THE CORRESPONDING FIXTURE SCHEDULE CONNECTION SIZE AT A MINIMUM UNLESS NOTED AS A LARGER SIZE ON PLANS. PIPE HEADERS IN WALLS SERVING BANKS OF FIXTURES SHALL BE FULL LINE SIZE FROM THE UPSTREAM END OF THE BRANCH LINE TO THE END TERMINAL UNLESS NOTED OTHERWISE.12. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS, ROUGH IN DIMENSIONS, AND MOUNTING HEIGHTS OF ALL FIXTURES, EQUIPMENT, ACCESS PANELS, HOSE BIBBS, RECESSED HOSE BIBBS, OVERFLOW DRAIN TERMINATION POINTS, AND OTHER EXPOSED PLUMBING ELEMENTS. WHERE DIMENSIONS ARE NOT INDICATED, SEEK ARCHITECT'S DIRECTION AND/OR APPROVAL PRIOR TO INSTALLATION.13. ACCESS PANELSA. WHERE POSSIBLE, USE SAME ACCESS PANEL FOR SHUT-OFF VALVES, MIXING VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTORS AND/OR OTHER INTERIOR WALL COMPONENTS WHEN LOCATED DIRECTLY ADJACENT IN SAME IMMEDIATE VICINITY. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS.14. CLEANOUTS. A. INTERIOR CLEANOUTS SHALL BE WALL CLEANOUTS RATHER THAN FLOOR CLEANOUTS UNLESS OTHERWISE INDICATED, SHALL BE READILY ACCESSIBLE, AND SHALL BE CAREFULLY COORDINATED WITH CASEWORK, EQUIPMENT, AND OTHER ITEMS TO AVOID CONFLICT. NOT ALL REQUIRED CLEANOUTS ARE INDICATED ON PLANS. WALL CLEANOUTS IN FINISHED SPACES SHALL BE INSTALLED IN ACCESS PANELS. B. SEE SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS.15. YARD BOX AND CLEANOUT COVERS SHALL BE CLEARLY STAMPED WITH "WATER", "GAS", OR "SEWER" AS APPLICABLE. VALVES SHALL BE INSTALLED AND PROPERLY POSITIONED WITHIN YARD BOX TO ALLOW FOR FULL RANGE OF OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT. ALL YARD BOXES AND CLEANOUT COVERS SHALL ALIGN WITH SCORED HARDSCAPE JOINTS PER LANDSCAPE PLANS. YARD BOX COVERS SHALL BE CONCRETE. SEWER CLEANOUT COVERS SHALL BE BRASS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.16. VERIFY EXACT LOCATIONS OF ALL MECHANICAL AND/OR OTHER EQUIPMENT INSTALLED BY OTHERS AND REQUIRING PLUMBING CONNECTIONS PRIOR TO ORDERING OF MATERIALS OR INSTALLATION. COORDINATE EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS WITH OTHER INSTALLING CONTRACTORS AS APPLICABLE PRIOR TO INSTALLATION.17. ADA LAVATORIES AND SINKS SHALL BE PROVIDED WITH ADA INSULATED TRAP AND SUPPLY COVERS AS SPECIFIED.18. ADA WATER CLOSETS SHALL BE INSTALLED WITH FLUSH VALVE ACTUATOR HANDLE LOCATED ON THE WHEEL CHAIR ACCESS SIDE.19. ALL VALVES, UNIONS, CLEANOUTS, ETC. TO BE SAME SIZE AS PIPE UNLESS NOTED OTHERWISE.20. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL MANDATORY MEASURES AND ASSOCIATED REQUIREMENTS.21. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES. PROVIDE FIRESTOPPING AT PENETRATIONS THROUGH FIRE RETARDANT CONSTRUCTION IN ACCORDANCE WITH SPECIFICATIONS.22. NO PIPING SHALL BE INCASED IN THE CONCRETE SLAB.23. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTERS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL.24. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE CERTIFIED BY THE CALIFORNIA STATE ENERGY COMMISSION TO COMPLY WITH EFFICIENCY STANDARDS PER SECTION 2-5314(A) OF THE TITLE-24 REGULATIONS.25. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. W1001. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS.26. ALL UNDERGROUND IRON, COPPER OR STEEL PIPING LOCATED BOTH INSIDE AND OUTSIDE OF BUILDING SHALL BE ENCASED WITHIN A MINIMUM 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.27. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE DBE PRIOR TO BID.28. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. AT WALL OR COLUMN LOCATIONS, PIPING ROUGH-IN SHALL BE STUBBED IN WALLS WHENEVER POSSIBLE.29. ABOVE GROUND PIPING SYSTEMS SHALL BE MARKED IN ACCORDANCE WITH ASME A13.1.30. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER.31. ALL CONCEALED CONDENSATE DRAIN PIPING ABOVE CEILING SHALL BE INSULATED WITH 3/4" CLOSED CELL FOAM. INSULATION SHALL BE EQUAL TO ARMACELL "ARMAFLEX".32. VENT PIPING SHALL TERMINATE NOT LESS THAN 10 FEET FROM, OR NOT LESS THAN 3 FEET ABOVE, AN OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT.33. PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGY EFFICIENCY STANDARDS.2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2025 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.;(2021 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS)2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;(2023 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA)2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;(2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;(2021 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)2025 ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.;2025 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.;(2024 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL)2025 CALIFORNIA GREEN BUILDING CODE (CAL GREEN), PART 11, TITLE 24 C.C.R.2025 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.PARTIAL LIST OF APPLICABLE STANDARDS2025 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CH. 35NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2025 EDITION(CALIFORNIA AMENDED)NFPA 14 STANDPIPE SYSTEMS 2019 EDITION(CALIFORNIA AMENDED)NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2025 EDITIONNFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2024 EDITIONNFPA 20 STATIONARY PUMPS 2025 EDITIONNFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 EDITIONNFPA 24 PRIVATE FIRE SERVICE MAINS 2025 EDITION(CALIFORNIA AMENDED)NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2025 EDITION(CALIFORNIA AMENDED)(NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2025 EDITIONNFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING 2023 EDITION SYSTEMSNFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2025 EDITION(CALIFORNIA AMENDED) BUILDING CODES: (APPLICABLE AS OF JANUARY 1, 2026)ABBREVIATION DESCRIPTION&AND@ATABVABOVEA/CAIR CONDITIONINGACCACCESSIBLEADAAMERICANS WITH DISABILITIES ACTAFFABOVE FINISH FLOORAHJAUTHORITY HAVING JURISDICTIONAPACCESS PANELAPPROXAPPROXIMATELYARCHARCHITECTASDAUTOMATIC SPRINKLER DRAINASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSAVTRACID VENT THRU ROOFBELBELOWBFFBELOW FINISHED FLOORBFGBELOW FINISHED GRADEBFPBACKFLOW PREVENTERBLDGBUILDINGBTUHBRITISH THERMAL UNIT PER HOURCACOMPRESSED AIRCBCCALIFORNIA BUILDING CODE, CURRENT EDITIONCDCONDENSATE DRAINCECCALIFORNIA ELECTRICAL CODE, CURRENT EDITIONCFCCALIFORNIA FIRE CODE, CURRENT EDITIONCFMCUBIC FEET PER MINUTECFHCUBIC FEET PER HOURCLGCEILINGCMCCALIFORNIA MECHANICAL CODE, CURRENT EDITIONCOCLEANOUTCOMBCOMBUSTIONCONTCONTINUATIONCONTRCONTRACTORCPCCALIFORNIA PLUMBING CODE, CURRENT EDITIONCVTRCONCENTRIC VENT THRU ROOFCWDCAN WASH DRAIN(D)DEMOLISHDETDETAILDEPTDEPARTMENTDIADIAMETERDNDOWNDWGDRAWINGØDIAMETEREEASTEAEACHEXISTEXISTING(E)EXISTINGELECELECTRICALENGRENGINEEREORENGINEER ON RECORDETEXPANSION TANKEXHEXHAUSTFFAHRENHEITFDFLOOR DRAINFFEFINISH FLOOR ELEVATIONFIN FLRFINISH FLOORFIN GRFINISH GRADEFLRFLOORFMFACTORY MANUALFPSFEET PER SECONDFTFOOT, FEETFVFLUSH VALVEGAGAUGEGALGALLONSGPMGALLONS PER MINUTEGVGREASE VENTGVBFGREASE VENT BELOW FLOORGVTRGREASE VENT THRU ROOFHDRHEADERHORIZHORIZONTALHBD HOSE BIBB DRAINAGEHPHORSE POWERHVACHEATING VENTILATION AND AIR CONDITIONINGHZHERTZICWINDUSTRIAL COLD WATERIEINVERT ELEVATIONININCHESIN WCINCHES WATER COLUMNINTINTEGRALIRRIRRIGATIONKWKILOWATTLBSPOUNDSMAXMAXIMUMMBHTHOUSAND BRITISH THERMAL UNITS PER HOURMCMECHANICAL CONTRACTORMECHMECHANICALMFRMANUFACTURERMINMINIMUMNNORTHNANOT APPLICABLENICNOT IN CONTRACTNFPANATIONAL FIRE PROTECTION ASSOCIATIONNONUMBERNTSNOT TO SCALEOCON CENTEROCDOVERFLOW CONDENSATE DRAINODOVERFLOW DRAIN, OUTSIDE DIAMETERPPUMPPCDPUMPED CONDENSATE DRAINPHPHASEPLBGPLUMBINGPOCPOINT OF CONNECTIONPODPOINT OF DISCONNECTIONPRVPRESSURE REDUCING VALVEPSIPOUNDS PER SQUARE INCHRNVRADON VENTINGROREVERSE OSMOSISRPMREVOLUTIONS PER MINUTERWRECLAIMED WATERSSOUTHSDSTORM DRAINSFSQUARE FOOTSHDSHOWER DRAINSIMSIMILARSPKLRSPRINKLERSCWSOFT COLD WATERSSSERVICE SINKSSTSTAINLESS STEELSTDSTANDARDSTRUCTSTRUCTURALSYSSYSTEMTDTRENCH DRAINTEMPTEMPERATURETHRUTHROUGHT'STATTHERMOSTATTPTRAP PRIMERTYPTYPICALULUNDERWRITER'S LABORATORYUNOUNLESS NOTED OTHERWISEVAVACUUMVVOLTVBFVENT BELOW FLOORVBGVENT BELOW GRADEVTRSANITARY VENT THRU ROOFWWESTW/WITHW/OWITHOUTWCOWALL CLEANOUTWCWATER COLUMNWTWEIGHTYBYARD BOXCSRPBPFSPSDESCRIPTIONABBREVIATIONSYMBOLACID VENT PIPINGAVWALL CLEANOUTHOSE BIBB/PRESSURE REDUCING VALVECHECK VALVESOV / SOC IN WALL APWCOPRVCVREDUCED PRESSURE BACKFLOW PREVENTERRPBPFLOOR CLEANOUTFCOCLEANOUT TO GRADECOTGFLOOR DRAIN OR AREA DRAINHBUNIONSLEEVESTRAINERPUMPPRESSURE GAUGETEMPERATURE GAUGETEMPERATURE AND PRESSURE RELIEF VALVETPVCAP ON END OF PIPEPIPE RISER DOWN (ELBOW)PIPE RISER UP (ELBOW)PIPE RISE OR DROPBRANCH LINE TOP CONNECTIONBRANCH LINE BOTTOM CONNECTIONFLOW IN DIRECTION OF ARROWWATER HAMMER ARRESTOR IN WALL ACCESS PANELFLOW SWITCHPRESSURE SWITCHAQUASTATSEISMIC JOINTTRAP PRIMER WITH SOV IN WALL ACCESS PANELTP W/ SOVWHA IN WALL APBALANCING VALVEBLVSHUT-OFF VALVE / SHUT-OFF COCK IN WALL ACCESS PANELSOVSHUT-OFF VALVE ABOVE FINISHED GRADECONTINUATION OF PIPINGRECESSED HOSE BIBBRHBFLOOR SINKCONTROL STATIONDRYWELLOVERFLOW DRAIN (SPILL TO GRADE)ROOF RECEPTORP1T1FLOOR DRAIN OR AREA DRAINHATCH INDICATES ITEM(S) TO BE DEMOLISHEDSOCSHUT-OFF COCK ABOVE FINISHED GRADEACCESS PANELAPWASHING MACHINE OUTLET BOX WITH 1/4 TURN VALVESWBICE MAKER OUTLET BOX WITH 1/4 TURN VALVEIBSOLENOID VALVESVGAS TURRETSOV INCLG APSHUT-OFF VALVE IN CEILING ACCESS PANELSOV IN YBSHUT-OFF VALVE BELOW FINISHED GRADE IN YARD BOXSOC IN YBSHUT-OFF COCK BELOW FINISHED GRADE IN YARD BOXSOC INCLG APSHUT-OFF COCK IN CEILING ACCESS PANELGAS PRESSURE REGULATORGPRMV / TMVMIXING VALVE / THERMOSTATIC MIXING VALVEACID WASTE PIPING ABOVE FINISHED FLOORAWACID WASTE PIPING UNDERGROUNDAW-UGREASE VENT PIPINGGVGREASE WASTE PIPING ABOVE FINISHED FLOORGWGREASE WASTE PIPING UNDERGROUNDGW-USANITARY VENT PIPINGVSANITARY SOIL OR WASTE PIPING ABOVE FINISHED FLOORSSSANITARY SOIL OR WASTE PIPING UNDERGROUNDSS-UOVERFLOW DRAIN PIPINGODSTORM DRAIN PIPING ABOVE FINISHED FLOORSDSTORM DRAIN PIPING UNDERGROUNDSD-UCONDENSATE DRAIN PIPINGCDOVERFLOW CONDENSATE DRAIN PIPINGOCDHOSE BIBB DRAINAGE PIPINGHBDRECLAIMED WATER PIPINGRWIRRIGATION PIPINGIRRINDUSTRIAL COLD WATER PIPINGICWREVERSE OSMOSIS BLENDED WATER PIPINGRODOMESTIC COLD WATER PIPINGCWDOMESTIC HOT WATER PIPINGHWDOMESTIC HOT WATER RETURN PIPINGHWRDOMESTIC TEMPERED WATER PIPINGTWDOMESTIC TEMPERED WATER RETURN PIPINGTWRDOMESTIC SOFT COLD WATER PIPINGSCWDOMESTIC SOFT HOT WATER RETURN PIPINGSHWRSUBSOIL DRAINAGE PIPINGSSDVACUUM PIPINGVACCOMPRESSED AIR PIPINGCASTANDARD PRESSURE GAS PIPING (8" W.C.)GMEDIUM PRESSURE GAS PIPING (5 PSI)MPGMEDIUM PRESSURE GAS PIPING UNDERGROUND (5 PSI)MPG-UWATER HEATER COMBUSTION AIRCOMB AIRWATER HEATER EXHAUST AIREXH. AIRWATER HEATER CONCENTRIC VENT THRU ROOFCVTRFDFDFSGTRRDWODCSREVISIONDETAILDEMOLITION KEYNOTEPLAN IDENTIFICATIONSHEET WHERE PLAN IS DRAWNCONTINUATIONPLAN IDENTIFICATIONSHEET WHERE PLAN IS DRAWNENLARGED PLANCLOUD AROUND REVISED AREA OPTIONALKEYNOTE IDENTIFICATIONOCCURANCESPECIFIC INFORMATIONDEMOLITION KEYNOTE IDENTIFICATIONOCCURANCEDETAIL IDENTIFICATIONSHEET WHERE DETAIL IS DRAWNOCCURANCEFIXTURE IDENTIFICATIONOCCURANCESPECIFIC INFORMATIONFIXTURE OR EQUIPMENT IDENTIFICATION1FOOD SERVICE SCHEDULE REFERENCE NO.OCCURANCESPECIFIC INFORMATIONSEE1P8.01TYP1P4.01SEE1P2.01FOR CONTRD-1 3", 900 SFTYP OF 4109 IW TO FS-1TYP OF 201011", 150 CFHTYP OF 30101TYP OF 41. ALL EQUIPMENT, PIPING, UTILITIES, AND THEIR CONNECTIONS SHALL BE SEISMICALLY BRACED PER LATEST CBC AND EQUIPMENT ANCHORAGE FOR PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES PER STRUCTURAL DRAWINGS.2. LIMITS TO NON-STRUCTURAL ITEMS SUSPENDED FROM CONCRETE FILLED METAL DECKING: HANGERS SUPPORTED BY METAL DECKING WITH STRUCTURAL CONCRETE FILL MAY BE INSTALLED USING ICC-ES APPROVED ANCHORAGE SYSTEMS. DO NOT SUPPORT UTILITIES FROM METAL DECK WITHOUT CONCRETE. HANGERS FROM CONCRETE FILLED DECK, WHERE OCCURS, ARE LIMITED TO 4-INCH DIAMETER PIPE MAXIMUM. LOCATE HANGERS TWO FLUTES APART ON SAME DECK SPAN. SUPPORT LARGER PIPING FROM STRUCTURAL BEAMS OR COLUMNS. ADD DOUBLE UNISTRUT SPREADERS AS NECESSARY. 3. PROVIDE SHOP DRAWINGS WITH LARGE SCALE PLANS AND SECTIONS SHOWING HANGERS AND BRACING LOCATIONS. SHOP DRAWINGS SHALL BE PREPARED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SHALL BE STAMPED AND SIGNED. INDICATE HANGERS AND BRACING LOADS ON STRUCTURAL FRAMING PLANS. 4. EXPANSION ANCHORS AND EPOXY ANCHORS, WHERE USED, SHALL HAVE A MINIMUM EMBEDMENT OF EIGHT TIMES THE ANCHOR DIAMETER AND A MINIMUM EDGE DISTANCE OF 10 TIMES THE DIAMETER. EXPANSION ANCHORS AND EPOXY ANCHORS MUST HAVE CURRENT AND VALID ICC REPORT. SHOT PINS ARE NOT ACCEPTABLE.5. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING, ETC. SHALL HAVE WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO STARTING WORK.6. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF BUILDING SEISMIC/EXPANSION JOINTS. PROVIDE SEISMIC/EXPANSION JOINTS FOR ALL PIPES CROSSING THESE LOCATIONS.7. SEE GENERAL NOTES ON STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING LEGENDSAND GENERAL NOTESP0.1033236CheckerGENERAL NOTESAPPLICABLE CODESABBREVIATIONSPLUMBING LEGENDPLUMB ANNOTATION SYMBOLSGENERAL STRUCTURAL NOTESPage 242 of 256 NOPARKINGEVCHARGINGONLYEVCHARGINGONLYNOPARKINGAC MILLER AVE.W LUCHESSA AVE.PROPOSED NEW BUILDING FIRE STATIONCOTG4" SS-UI.E = -3' -6" BFF4" SD-UI.E = -2' -5" BFF4" SS-UI.E = -3' -6" BFF4" SD-UI.E = -2' -6" BFF4" SS-UI.E = -3' -6" BFF4" FI.E = -3' -6" BFF2" CWI.E = -3' -0" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFF4" SD-UI.E = -2' -6" BFFOI-1COTGP-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001P-0001FFE = 303.454" SS-UI.E = -3' -6" BFFP-00013/4" CWI.E = -3' -0" BFFP-0001FD-1ETP-4GENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.LIMIT OF WORK (L.O.W.)APPROXIMATE ROADWAY CENTERLINEPROPERTY LINEPLANINSTALL DRIVE LINE WITH 90° BEND TO ENABLE DISCONNECTION AT VALVE.ALL WASHDOWN POINTS MUST COME FROM THIS POINT. NON WASHDOWN POINTS SHOULD BE FROM BEFORE DEMAND VALVE.COLD WATER SUPPLY. MIN 100kPa OTHERS MUST BE PROTECTED BY RPZ. (SUPPLIED ON REQUEST)DRIVE LINE (BY OTHERS) 1/2"ØD COPPER TUBEFOX DEMAND VALVEMEDIUM DUTY GRATESPECIFICATIONSCHAMBER 0.25" MDPEDIVERSION VALVE FLOW RATE 317 GALLONS/MIN @ 1' 7.7" HEADMAXIMUM INLET PRESSURE 1400kPaSTONE BASKET 0.4" HOLES GALVANIZEDGRATE MEDIUM DUTY GALVANIZEDSCHEMATIC DETAIL OF DD400 SYSTEMELEVATIONFOX DIVERSION VALVE4"Ø OUTLET TO SANITARY WASTE4"Ø OUTLET TO STORM WATERBUNDED WASH AREA (USUALLY LESS THAT 32' 10" ²)RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittal Date70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING SITE PLANSP1.0033236CheckerPROJECT NORTHN1" = 20'-0"05PLUMBING SITE PLANKEYNOTESITEM DESCRIPTIONP-0001 POINT OF CONNECTION. SEE CIVIL PLAN FOR CONTINUATION.NTS22CAN WASH DETAIL (FOX DRAINDD400)NTS23Fox Drain DetailPage 243 of 256 WDDWREF.MWCMHOSESTORAGETVTVMIRRORMBTVTVWHEXTRACTORDRYINGRACK.RH.TVACTVMBREF.ICEAC1A23456BCDEF78TURNOUT122NON-RATEDCORRIDOR119DORM112DORM113DORM114DORM115DORM116ACCESSIBLERESTROOM131ACCESSIBLERESTROOM/SHOWER111DECONTAMINATION130FIRERISER129AIRCOMP.127STOR.128STOR.CLOSET118CAPTAIN'SOFFICE117MDF123DAYROOM106DINING104NON-RATEDCORRIDOR105NON-RATEDCORRIDOR107KITCHEN103ELECTRICAL121LAUNDRY/JANITOR108RESTROOM/SHOWER109RESTROOM/SHOWER110APPARATUSBAY125WEIGHTROOM102SHAREDOFFICE101MEDICALSTORAGE124WORKROOM126P4.0107P4.0111P4.0113P4.0105S-1BF-1COTG4" SS-U4" SS-U1 1/2" HW1" CW1 1/2" HW3/4" HWR1 1/2" HW2" CWTD-1TD-1ETP-2FS-14" SS-UFCO4" SD-U4" SS-U4" F2" CW4" SD-U4" SS-UWS-11/2" PD3/4" HWR1 1/2" HW2" CWRHB-14" SDRHB-1WCO4" SD-UP-0003P-0004DSB-1DSB-1DSB-1DSB-1DSB-1DSB-1DSB-1DSB-1COTGOI-1P-0002P-0002P-0002P-0002P-0002P-0002P-0002P-0002P-0002WCODSB-1P-0002P-00023/4" HWR1 1/2" HW2" CWDSB-11/2" CA1/2" CAHR-1HR-1P-0002HB-2P-0005RPBF-13/4" CW1/2" CAIMB-1IMB-1P-00024" OD4" OD4" OD4" SD4" SDGENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOIDE INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.6. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL PLANS.7. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.8. AL INDIRECT WASTE PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR.STUD WALL CONSTRUCTION1 HOUR RATED WALL CONSTRUCTIONMASONRY WALL CONSTRUCTIONRevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittal Date70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING FLOOR PLANP2.0133236Checker1/8" = 1'-0"051ST FLOOR PLUMBING PLANKEYNOTESITEM DESCRIPTIONP-0002 PROVIDE CONDENSATE PIPING TO MECHANICAL UNIT.P-0003 PROVIDE COLD WATER CONNECTION TO COFFEE MAKER. REFER TOARCHITECTURE FOR EXACT LOCATION.P-0004 PROVIDE HOT WATER CONNECTION TO DISH WASHER. REFER TOARCHITECTURE FOR EXACT LOCATION.P-0005 FOX DRAIN FOR REFERENCE ONLY. REFER TO CIVIL PLAN FOREXACT LOCATION.Page 244 of 256 1A23456BCDEF78RD/ODRD/ODRD/ODHB-1HB-14" V4" V4" V2" VGENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. STORM DRAIN ARE SIZED IN ACCORDANCE WITH THE 2025 CALIFORNIA PLUMBING CODE, TABLE 1103.2, AND IS BASED ON A RAINFALL RATE OF 4" (IN) PER HOUR.3. RAINWATER ON SLOPED ROOF AREAS TO SHEET FLOW TO ARCHITECTURAL GUTTERS. SEE SHEET P2.01 FOR CONTINUATION.4. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.5. BEFORE FABRICATION OR INSTALLATION. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT. PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittal Date70% SCHEMATIC DESIGN 03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING ROOF PLANP2.0233236Checker1/8" = 1'-0"05PLUMBING ROOF PLANKEYNOTESITEM DESCRIPTIONPage 245 of 256 WDWHCGCGCGCGCGCGCGWDWHCGCGCGCGCGCGCGHOSESTORAGEEXTRACTORDRYINGRACKACCGCGCGCGCGCG CGACHOSESTORAGEEXTRACTORDRYINGRACKACCGCGCGCGCGCG CGAC3DEEWH-1CP-1SS-1L-1L-1L-1SH-2TMV-1L-1WC-1WHA-1TP-1FD-1FD-2FD-2WC-1WC-1FD-1FD-2TMV-1TMV-1TP-1WHA-1TP-1WHA-1FD-1FD-1ACCESSIBLERESTROOM/SHOWER111RESTROOM/SHOWER109LAUNDRY/JANITOR108NON-RATEDCORRIDOR107TURNOUT122ELECTRICAL121ET-1CWB-13DEEWH-1CP-1SS-1L-1L-1L-1SH-2TMV-1L-1WC-1WHA-1TP-1FD-1FD-2FD-2WC-1WC-1FD-1FD-2TMV-1TMV-1TP-1WHA-1TP-1WHA-1FD-1FD-1RESTROOM/SHOWER110ACCESSIBLERESTROOM/SHOWER111RESTROOM/SHOWER109LAUNDRY/JANITOR108NON-RATEDCORRIDOR107TURNOUT122ELECTRICAL121ET-12" CW1 1/2" HW2" CW1 1/2" HWSH-2SH-2RHB-1CWB-1C78SS-2WCOL-1WC-1SH-3FD-2FD-1TD-2AC-1ETP-1WHA-1TP-1FD-1APPARATUSBAY125DECONTAMINATION130STOR.128WORKROOM126AIRCOMP.127FIRERISER129APPARATUSBAY125TMV-14" SS-UFD-1ASWF-1P-0006P-0002P-0011C78SS-2L-1WC-1SH-3FD-2FD-1TD-2AC-1ETP-1WHA-1TP-1FD-1APPARATUSBAY125DECONTAMINATION130STOR.128WORKROOM126AIRCOMP.127FIRERISER129APPARATUSBAY125TMV-12" CW1 1/2" HW3/4" HWR4" FASWF-1FD-1RHB-12" CW1/2" CAFS-1P-0007P-0008P-0009P-0010HR-1HR-1P-0011GENERAL NOTESLEGEND1. REFER TO THE GENERAL NOTES SECTION OF SHEET P0.10 FOR OVERALL GENERAL NOTES REGARDING THIS PROJECT.2. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOIDE INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.3. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND PIPING WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.4. REFER TO CIVIL SITE PLANS FOR CONTINUATION OF ALL PLUMBING SYSTEM POINTS OF CONNECTION NOTED ON THIS SHEET.5. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR PRIOR TO BID.6. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL PLANS.7. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.8. AL INDIRECT WASTE PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR.STUD WALL CONSTRUCTION1 HOUR RATED WALL CONSTRUCTIONMASONRY WALL CONSTRUCTIONRevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING ENLARGEDPLANSP4.0133236Checker1/4" = 1'-0"07ENLARGED - DRAINAGE -RESTROOM/SHOWER/ LAUNDRY1/4" = 1'-0"11ENLARGED - WATER -RESTROOM/SHOWER/ LAUNDRY1/4" = 1'-0"05ENLARGED - DRAINAGE - DECONTAMINATION/ FIRE RISER1/4" = 1'-0"13ENLARGED - WATER - DECONTAMINATION/ FIRE RISERKEYNOTESITEM DESCRIPTIONP-0002 PROVIDE CONDENSATE PIPING TO MECHANICAL UNIT.P-0006 FIRE RISER STANDPIPE DRAIN.P-0007 WATER FILTRATION BYPASS LINE WITH ISOLATION SHUT OFFVALVES.P-0008 PRIMARY COLD WATER LINE TO WATER FILTRATION UNIT WITHISOLATION SHUT OFF VALVES.P-0009 PRIMARY COLD WATER SUPPLY TO WATER FILTRATION UNIT.INSTALL PER MANUFACTURERS INSTALLATION REQUIREMENTS.P-0010 FILTERED WATER WITH VACUUM RELIEF VALVE.P-0011 REFER TO AIR COMPRESSOR SCHEDULE ON P6.00 FOR ADDITIONALEQUIPMENT.Page 246 of 256 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTIONARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNINGLPADesignStudios.comDeveloped forChecked ByScaleJob NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS 03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.1330 WEST LUCHESSA AVENUEGILROY, CA 95020PLUMBING SCHEDULESP6.0033236CheckerPLUMBING FIXTURE SCHEDULEITEM FIXTURE TYPE GPM/GPFROUGH-IN CONNECTION SIZES (in)MOUNT HARDWARE TYPE DESCRIPTIONWASTE VENTCOLDWATERHOTWATERASWF-1ANTI-SCALE WATERFILTRATION60 0" 0" 2" 0" FLOOR MOUNT WATTS ONEFLOW ANTI-SCALE WATER FILTRATION SYSTEM (OR SIMILAR). 60 GPM CAPACITY. INSTALL PER MANUFACTURERS REQUIREMENTS.BF-1BOTTLE FILLER,RECESSED2" 1 1/2" 3/4" WALL MOUNT FILTERED BOTTLE FILLING STATION, REFRIGERATED, STAINLESSCOTG CLEANOUT TO GRADE 4" FLOOR MOUNTADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY, WITH GAS AND WATER TIGHT ABS TAPERED THREAD PLUG AND ROUND SCORIATED CAST IRONEXTRA-HEAVY-DUTY SECURED TOP ADJUSTABLE TO FINISHED FLOOR.CWB-1CLOTHESWASHERSUPPLY AND DRAINBOX, FIRE RATED"FIRE RATED WMOB W/ 1/2" SWEAT/ QTR/ ARRESTER", RECESSED WALL MOUNT TYPE, 1/4 TURN VALVES W/ WATER HAMMER ARRESTERS MOUNTED IN HEAVY DUCTSTEEL ENCLOSURE W/ WHITE POWDER COAT FINISH & TWO FACTORY INSTALLED INTUMESCENT PADS, ONE OR TWO HOUR RATED DEPENDING ON WALLCONSTRUCTION. INSTALL IN ACCORDANCE WITH THE MFR'S RECOMMENDATIONS.DSB-1 DOWNSPOUT BOOT WALL MOUNT ENAMELED CAST IRON DOWNSPOUT BOOT WITH WALL SECURING CLAMP AND CLEANOUT PORT.ET-1THERMAL EXPANSIONTANK3/4" WALL MOUNTDIAPHRAGM TYPE, WELDED HIGH GRADE STEEL SHELL WITH EXTERIOR COATING, SHRADER VALVE W/ ADJUSTABLE AIR PRECHARGE, AND LEAD FREE SYSTEMCONNECTION. COMPLETE W/ MAPA PRODUCTS EXPANSION TANK CAGE SIZED FOR EXPANSION TANK.FCO FLOOR CLEANOUT 4" FLOOR MOUNTADJUSTABLE LEVELING FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT ABS TAPERED THREAD PLUG, AND ROUND, SCORIATEDSECURED LIGHT-DUTY TOP WITH ADDITIONAL LEVELING ADJUSTMENT TO FINSIHED FLOOR.FD-1FLOOR DRAIN,SQUARE STRAINER2" 1 1/2" FLOOR MOUNTLAQUERED CAST IRON DRAIN BODY W/ ANCHOR FLANGE, CAST IRON MEMEBRANE CLAMP RING W/ PRIMARY & SECONDARY WEEP HOLES, 5" SQUARE STAINLESSSTEEL STRAINER, 1/2" TRAP SEAL PRIMER CONNECTIONFD-2FLOOR DRAIN,SHOWER, ROUNDSTRAINER2" 1 1/2" FLOOR MOUNTLAQUERED CAST IRON DRAIN BODY W/ ANCHOR FLANGE, CAST IRON MEMEBRANE CLAMP RING W/ PRIMARY & SECONDARY WEEP HOLES, 5" ROUND STAINLESS STEELSTRAINER, 1/2" TRAP SEAL PRIMER CONNECTIONFS-1 FLOOR SINK 2" 1 1/2" FLOOR MOUNTFLOOR SINK, 12" X 12" X 8" DEEP CAST IRON FLOOR AREA & INDIRECT SANITARY WASTE DRAIN, WHITE ACID RESISTANT COATED INTERIOR, LOOSE SET ACIDRESISTANT COATED GRATE WITH ALUMINUM DOME BOTTOM STRAINER, FLASHING CLAMP WITH 1/2 GRATE WITH HARDWARE.HB-1 HOSE BIBB 3/4" ROOF MOUNT ROOF HOSE BIBBHB-2 HOSE BIBB 0" 0" 3/4" 0" WALL MOUNT FOX DEMAND VALVE HOSE BIBB FOR FOX DRAINHR-1 HOSE REEL WALL MOUNT STATIC DISCHARGE REEL, 50', SINGLE LEAD, YELLOW. ATTACH TO WALL AT MINIMUM 9'-0" AFF.IMB-1ICEMAKER SUPLYBOX, FIRE RATED3/4" WALL MOUNT"WHITE POWER COATED METAL IMOB 1/4 TURN VALVE - 1/2" SWEAT CONX", CALIF. AB 1953 COMPLIANT, RECESSED WALL TYPE, 1/4 TURN VALVE & MOUNTED IN HEAVYDUYT STEEL ENCLOSURE W/ WHITE POWDER COAT FINISH & TWO FACTORY INSTALLED INTUMESCENT PADS, ONE OR TWO HOUR RATED DEPENDING ON WALLCONSTRUCTION. INSTALL IN ACCORDANCE WITH MFR'S RECOMMENDATIONS.L-1 LAVATORY, ADA .5 2" 1 1/2" 3/4" 3/4" UNDERMOUNT MANUAL FAUCET LAVATORY - VITREOUS CHINA, PREWRAPPED TRAP SUPPLY COVERS, LOOSE KEY STOPS, AND RIGID SUPPLIES, ADAOI-1SAND OILINTERCEPTOR4" 3" UNDERMOUNT SAND OIL INTERCEPTOR. TRAFFIC RATED WITH SAMPLE BOX.RD/ODROOF & OVERFLOWDRAINSROOF MOUNT15" DIAMETER COMBINATION MAIN ROOF AND OVERFLOW DRAIN WITH LOW SILHOUETTE CAST IRON DOMES AND DOUBLE TOP SET DECK PLATE AND VANDAL PROOFSECURED TOP.RHB-1RECESSED HOSEBIBB3/4" WALL MOUNT STAINLESS STEEL RECESSED HOSE BOX WITH WALL FLANGE.RPBF-1REDUCINGPRESSUREBACKFLOWPREVENTERLEAD-FREE DOUBLE CHECK VALVE "A SERIES", TOP ACCESS MODULAR CHECK VALVE CARTRIDGES, PROVIDE CAPTURED SPRINGS, REPLACEABLE SEATS ANDREVERSIBLE SILICONE SEAT DISCS, BALL VALVE SHUT-OFF'S WITH STAINLESS STEEL HANDLES & NUTS.S-1SINGLE COMP SINK,STAINLESS STEEL,ADA1.5 2" 1 1/2" 3/4" 3/4" UNDERMOUNT MANUAL FAUCETADA COMPLIANT SINGLE COMPARTMENT UNDERMOUNT SINK, 18 GAUGE TYPE 304 STAINLESS STEEL, DECK MOUNTED FAUCET, INSINKERATOR "BADGER 1" GARBAGEDISPOSAL, BRASS BASKET STRAINER, P-TRAP WITH PRE-WRAPPED TRAP AND SUPPLY COVERS, GALVANIZED NIPPLE TRAP ARM W/ CHROMIUM PLATED BRASSCASING, & LOOSE KEY STOPS WITH RIGID SUPPLIES. INSTALL IN ACCORDANCE WITH ADA ACCESSIBILITY REQUIREMENTS.SH-1 SHOWER SYSTEM 1.8 3/4" 3/4" WALL MOUNTSHOWER SYSTEM, PRESSURE BALANCING MIXING VALVE WITH LEVER HANDLE & ADJUSTABLE STOP SCREW, INTEGRATED VOLUME CONTROL SHOWERHEAD,POLISHED CHROME FINISH, AND INTEGRAL SERVICE STOPS AND REVERSE SEAT WHERE REQUIRED.SH-2SHOWER SYSTEM,ADA1.8 3/4" 3/4" WALL MOUNTSHOWER/HAND SHOWER SYSTEM, PRESSURE BALANCING MIXING VALVE WITH HAND SPRAY, 5'-0" FLEXIBLE METAL HOSE, IN-LINE VACUUM BREAKER, DIVERTERVALVE WITH HANDLE, 36" SLIDE BAR AND INTEGRAL SERVICE STOPS. INSTALL IN ACCORDANCE WITH ADA ACCESSIBILITY REQUIREMENTS.SH-3 SHOWER SYSTEM 1.8 3/4" 3/4" WALL MOUNTSHOWER SYSTEM, PRESSURE BALANCING MIXING VALVE WITH LEVER HANDLE & ADJUSTABLE STOP SCREW, INTEGRATED VOLUME CONTROL SHOWERHEAD,POLISHED CHROME FINISH, AND INTEGRAL SERVICE STOPS AND REVERSE SEAT WHERE REQUIRED.SS-1 SERVICE SINK 3" 2" 3/4" 3/4" MANUAL FAUCET FABRICATED NSF SINK, 1-COMPARTMENT, BOWL SIZE 18" X 18" X 18" DEEPSS-22-COMPARTMENTSINK3" 2" 3/4" 3/4" MANUAL FAUCET FABRICATED NSF SINK, 2-COMPARTMENT, 18" RIGHT & LEFT DRAINBOARDS, BOWL SIZE 18" X 18" X 18" DEEPTD-1TRENCH DRAIN,TRAFFIC WEIGHTSTRAINER4" 2" FLOOR MOUNT6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/SLOTTED TABS EVERY 10" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSEDBOTTOM. STANDARD W/ ANSI RATED SPECIAL DUTY LAQUERED DUCTILE IRON HEEL PROOF GRATES W/ SAFE LIVE LOAD OF OVER 10,000 LBS. ITEM SIZE SHALLCORRESPOND TO FULL LINE SIZE OF PIPING SERVED. SEE PLANS FOR SIZES.TD-2 TRENCH DRAIN 3" 2" FLOOR MOUNT LINT TRAP6" WIDE PRE-SLOPED TRENCH DRAIN SYSTEM, POLYPROPYLENE DRAIN BODY W/ INTEGRAL TOP FRAME AND 1/4" PER SECTION BOTTOM SLOPE, ANCHOR FLANGE W/SLOTTED TABS EVERY 8" FOR REBAR TIE-DOWN AND LEVELING, GRATE LOCKDOWN ASSEMBLY, BODY SUPPORT LEGS, INTERLOCKING ENDS, AND RADIUSED BOTTOM.STANDARD W/ ANSI RATED SPECIAL DUTY LAQUERED DUCTILE IRON HEEL PROOF GRATESTMV-1THERMOSTATICMIXING VALVE3/4" 3/4" WALL MOUNTPOINT OF USE THERMOSTATIC MIXING VALVE WITH INTEGRAL CHECK VALVES ON HOT AND COLD INLETS, 1/2" INLETS & 1/2" OUTLET, 0.25 GPM MIN FLOW CAPACITY, 12GPM MAX FLOW CAPACITY. INSTALL WITH SHUT OFF VALVES AND WALL MOUNTING BRACKET. SET OUTPUT TEMPERATURE TO 105 DEGREES.TP-1TRAP PRIMER, SINGLEDRAIN3/4" WALL MOUNT1/2" MALE NPT INLET AND 1/2" FEMALE NPT OUTLET & REMOVABLE FILTER SCREEN. INSTALL COMPLETE W/ WALL ACCESS PANEL, SHUT-OFF VALVE, & 1/2" TYPE "L"COPPER DRAIN LINE FROM TRAP SEAL PRIMER OUTLET TO RECEPTOR CONNECTION POINT.WC-1 WATERCLOSET, ADA 1.28 4" 2" 1" FLOOR MOUNT MANUAL FLUSH VALVEWATER CLOSET, SIPHON JET ACTION, ELONGATED BOWL, WHITE VITREOUS CHINA, COMPLETE W/ MANUAL FLUSHOMETER VALVE, & OLSONITE MODEL No. 95SSCT"STA-TITE" (AS MANUFACTURED BY BEMIS) WHITE ELONGATED OPEN FRONT SEAT LESS COVER W/ STAINLESS STEEL CHECK HINGE.WCO WALL CLEANOUT WALL MOUNTWALL CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS & WATER TIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVERWITH SECURING SCREW.WHA-1WATER HAMMERARRESTOR3/4" WALL MOUNTPISTON WATER HAMMER ARRESTOR, HARD DRAWN SEAMLESS TYPE "K" COPPER BODY, BRASS MALE NPT CONNECTION. INSTALL COMPLETE W/ WALL ACCESSPANEL. WATER HAMMER ARRESTORS SHALL BE SIZED IN ACCORDANCE W/ MFR'S SIZING CRITERIA PER FIXTURE UNIT CAPACITY SERVED AT EACHLOCATION/OCCURRANCE.WS-1 WATER SPIGOT 3/4" COUNTER MOUNT FILTRATION UNIT STAINLESS STEEL WATER FAUCET. CONNECT PENTAIR "EVERPURE SERIES DRINKING WATER FILTRATION.CIRCULATING PUMP SCHEDULEITEM MANUFACTURER MODEL NO. LOCATION TYPECAPACITY ELECTRICALOPERATINGWEIGHT (LBS)DESCRIPTIONGPM HEAD VOLTAGE AMPS PHASE kW HP RPMCP-1 GRUNDFOS UP 15-42 B5LAUNDRY/JANITOR10811.1 14.4 115 V 1 A .114ELECTRIC WATER HEATER SCHEDULEITEM MANUFACTURER MODEL NO. LOCATIONSTORAGE CAPACITY(GAL.)INCOMING CW TEMP(DEG. F.)OUTGOING HW TEMP(DEG. F.)TEMP RISE(DEG. F.)RECOVERY(GAL/HR)OPERATINGWEIGHT (LBS)ELECTRICALDESCRIPTIONVOLTAGE AMPS PHASE kWEWH-1 AO SMITH DRE-120LAUNDRY/JANITOR108120 140 154 208 V 83.3 A 3 30ELECTRIC TRAP PRIMER SCHEDULEITEM LOCATION INLET SIZEELECTRICALEQUIPMENT SIZE DESCRIPTIONVOLTAGE AMPS PHASE kWETP-1 FIRE RISER 129 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VETP-2 APPARATUS BAY 125 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VETP-3 APPARATUS BAY 125 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VETP-4 TRASH ENCLOSURE 3/4" MINI-PRIME ELECTRONIC FLOOR DRAIN TRAP PRIMER WITH NEMA 1 BOX, 115VNOTES:1. ALL BRAZED AND SOLDERED JOINTS SHALL BE LEAD FREE. EXPOSED VENT PIPE SHALL BE GALVANIZED PER SPECIFICATIONS.2. ALL METALLIC PIPING BELOW GRADE SHALL BE ENCASED WITH 10 MIL MINIMUM POLYETHYLENE PLASTIC SLEEVE. ALL FITTINGS, VALVES, ETC. THAT ARE NOT ABLE TO BE ENCASED WITHIN SLEEVESHALL PROVIDE HEAVY OF "HENRY'S" OIL BASE ROOF MASTIC OVER ENTIRE SURFACE AND WRAPPED ENTIRE COMPONENT BY 10 MIL FERGUSON POLYETHYLENE WRAP WITH OVERLAPPED 50% OF THECIRCUMFERENCE. SECURE ENDS AND SEAMS BY 3M SCOTCH, 10 MIL, 2" WIDE PIPE WRAP SEALING TAPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.BELOW GRADEOUTSIDE WITHIN FIVE FEET (5') OF THE FOUNDATION SHALL BE PVC PIPE APPROVED FOR FIRE SERVICE CLASS 150 (DR-18) WITH CAST IRON, RING-TITEFITTINGS AS REQUIRED.FIRE PROTECTIONABOVE GRADEDUCTILE IRON, CEMENT LINED WITH MECHANICAL JOINT FITTINGS, CLASS 250, FLANGED OR MECHANICAL JOINT, IN ACCORDANCE WITH ANSI-AWWAC111/A21.11, CLASS 52 OR AWWA C153 DUCTILE IRON COMPACT FITTINGS.BELOW GRADESAME AS ABOVE WITH HEAVY-DUTY 4-BAND SHIELDED COUPLINGS ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALEDWATER TIGHT WITH POLYVINYL CHLORIDE TAPE.SANITARY VENTABOVE GRADEHUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1277, STANDARD-DUTY, 2-BAND SHIELDED,STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.BELOW GRADE SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.SANITARY WASTEABOVE GRADEHUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED,STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.BELOW GRADE SAME AS ABOVE ENCASED WITHIN A MINIMUM OF 10 MIL POLYETHYLENE PLASTIC SLEEVE SEALED WATER TIGHT WITH POLYVINYL CHLORIDE TAPE.STORM / OVERFLOWDRAINABOVE GRADEHUBLESS CAST IRON PIPE AND FITTINGS, ASTM A 888 OR CISPI 301, SHIELDED COUPLINGS ASTM C 1540, HEAVY-DUTY, 4-BAND SHIELDED,STAINLESS-STEEL COUPLINGS AND ASTM C 564 RUBBER SLEEVE.WITHIN BUILDINGSAME AS ABOVE EXCEPT WITH 1-INCH THICK FLEXIBLE ELASTOMERIC, COMPLYING WITH ASTM C534/C534M GRADE 1; USE TUBULAR MATERIALWHEREVER POSSIBLE.CONDENSATE DRAINON ROOFHARD DRAWN COPPER DWV TUBE, ASTM B 306, DRAINAGE TUBE, DRAWN TEMPER. COPPER DRAINAGE DWV FITTINGS, ASME B16.23, CAST COPPER ORASME B16.29, WROUGHT COPPER, SOLDER-JOINT FITTINGS.HOT WATERSAME AS COLD WATER ABOVE COMPLETE WITH 1" THICK ONE-PIECE PRE-FORMED GLASS FIBER MOLDED PIPE INSULATION WITH ALL PURPOSE FIRERETARDANT VAPOR BARRIER JACKET FOR 3/4" DIAMETER PIPES AND SMALLER, 1-1/2" THICK INSULATION FOR 1" TO 1-1/2" DIAMETER PIPES AND 2" THICKINSULATION FOR 2" DIAMETER PIPES AND LARGER. (VIEGA PRO PRESS FITTINGS ARE AN ACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS).BELOW GRADESOFT COPPER TUBE, ASTM B88, TYPE K WATER TUBE, ANNEALED TEMPER. COPPER SOLDER-JOINT FITTINGS, ASME B16.22, WROUGHT-COPPERPRESSURE FITTINGS. ENCASE WITHIN A HIGH DENSITY CROSS LAMINATED POLYETHYLENE FILM, MINIMUM 10 MIL THICK, TUBE FORM, ASTM A674 ORAWWA C105, FOR PROTECTION AGAINST CORROSION.DOMESTIC WATERCOLD WATERHARD COPPER TUBE, ASTM B88, TYPE L WATER TUBE, DRAWN TEMPER. WROUGHT-COPPER SOLDER-JOINT FITTINGS (VIEGA PRESS FITTINGS ARE ANACCEPTABLE SUBSTITUTION FOR SOLDER JOINTS), ASME B16.22, WROUGHT-COPPER PRESSURE FITTINGS.SERVICES LOCATION MATERIALPIPE MATERIALS SCHEDULEQD-1 AMFLO CP9 & CP10 QUICK DISCONNECTAMFLO MODEL NO. C10 COUPLER AND CP9 COUPLER AND PLUG. 1/2" FEMALE NPT, PLATED STEEL COUPLER AND PLUG. WORKING PRESSURE AT 300 P.S.I. MAXIMUM. FURNISHWITH ESCUTCHEON.OWS-1 QUINCY QCS 100 AIR COMPRESSOR OIL/WATER...QUINCY SERIES 100, OIL/WATER SEPARATOR, WITH 1/2" INLET, 45 - 90 SCFM CAPACITY, 7.9 x 7.9 x 20.7 INCHES, WEIGHT = 7.7 LBS.FB-1 QUINCY QMF 50 AIR COMPRESSOR PRE-FILTERQUINCY QMF 50 SERIES COMPRESSED AIR PRE-FILTER, 50 CFM FLOW CAPACITY. 100 PSIG OPERATING PRESSURE. AIR CONNECTION IN / OUT AT 1/2" NPT THREAD. PROVIDE WITH1/4 INCH DRAIN TO APPROVED RECEPTOR. 2.8 x 2.8 x 9.1 INCHES, ISO 8573 COMPLIANT, OPERATING WEIGHT: 1.3 LBS.AD-1 QUINCY QPNC-21 AIR COMPRESSOR DRYERQUINCY QPNC-21, COMPRESSED AIR DRYER. MAXIMUM OVER-ALL DIMENSIONS SHALL BE 13.97 HIGH X 13.78 WIDE X 19.42 LONG. THE COMPLETE UNIT SHALL BE BOLTED TO THEFLOOR AND PROVIDED WITH SEISMIC BRACES WHERE REQUIRED. THE UNIT SHALL DELIVER 15 CFM AT 41°F PRESSURE DEW POINT AT 189°F MAXIMUM PRESSURE. AIRCONNECTION IN / OUT AT 1/2" NPT THREAD. UNIT SHALL BE 120 VOLTS, 1 PHASE, 2.7 AMPS, 60 HZ. OPERATING WEIGHT: 57 LBS.AC-1 QUINCY QT-5 AIR COMPRESSOR EQUIPMENTSPLASH LUBRICATED, TWO-STAGE CAST IRON PISTON AIR COMPRESSOR. MAXIMUM OVER-ALL DIMENSIONS SHALL BE 74" HIGH X 24" WIDE X 37" LONG. THE COMPLETE UNITSHALL BE BOLTED TO THE FLOOR AND PROVIDED WITH SEISMIC BRACES. AIR COMPRESSOR: 5 H.P., 208 VOLTS, 3 PHASE, 1800 RPM, 60 HZ. COMPRESSOR SHALL DELIVER 17.2CFM AT 100 PSI AT 175 P.S.I. MAXIMUM OPERATING PRESSURE. TANK SHALL BE OF 80 GALLON CAPACITY, VERTICAL TYPE. THE UNIT SHALL BE PROVIDED WITH THE FOLLOWINGACCESSORIES: WIRE BELT GUARD, SAFETY VALVE, AIR VALVE, AIR OUTLET VALVE, PRESSURE GAUGE, ELECTRONIC DRAIN TRAP AND PRESSURE SWITCH, LOW OIL SWITCH ANDAFTER COOLER. APPROXIMATE OPERATING WEIGHT: 680 LBS.TAG MFR. MODEL NO. FIXTURE TYPE DESCRIPTIONAIR COMPRESSOR SCHEDULEPage 247 of 256 ABBREVIATIONS 4S/DP ACT ADA AFF AFG AWG AMP, A AIC AF/AT AHJ AS/AF ATS AVG 4" SQUARE BY 2 1/8" DEEP BOX ACOUSTICAL CEILING TILE AMERICAN WITH DISABILITIES ACT ABOVE FINISH FLOOR ABOVE FINISH GRADE AMERICAN WIRE GAUGE AMPERE AMPERES INTERRUPTING CAPACITY (SYMMETRICAL) AMP FRAME, AMP TRIP AUTHORITY HAVING JURISDICTION AMP SWITCH, AMP FUSE AUTOMATIC TRANSFER SWITCH AVERAGE BDF BR BLDG BUILDING DISTRIBUTION FRAME BRANCH BUILDING CEC CIRC., CKT CB CSFD C CO CONN CPT CLCB CLF CT CALIFORNIA ELECTRICAL CODE CIRCUIT CIRCUIT BREAKER COMBINATION SMOKE FIRE DAMPER CONDUIT CONDUIT ONLY, COMPLETE WITH PULLSTRING CONNECTED CONTROL POWER TRANSFORMER CURRENT LIMITING CIRCUIT BREAKER CURRENT LIMITING FUSE CURRENT TRANSFORMER (D) DIA DISC DIST EXISTING TO BE DEMOLISHED DIAMETER DISCONNECT DISTRIBUTION EC EMS EMT ENT EWC EPO E-O-L EF E/G EP (E) (ER*) ELECTRICAL CONTRACTOR ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING ELECTRIC WATER COLLER EMERGENCY POWER OFF END-OF-LINE CIRCUIT TERMINATOR EXHAUST FAN EQUIPMENT GROUND (GREEN) EXPLOSION PROOF EXISTING EQUIP TO REMAIN EXISTING EQUIP TO BE RELOCATED (*CORRESPONDS TO NEW LOCATION) FT or ' FA FLA FEET FIRE ALARM FULL LOAD AMPS GRD GFCI GFP GEC GROUND GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUNDING ELECTRODE CONDUCTOR HACR HOA HVAC H, W, D, L HID HP HPS HEATING AIR CONDITIONING REFRIGERATION HAND-OFF-AUTO HEATING, VENTILATING AND AIR CONDITIONING HEIGHT, WIDTH, DEPTH, LENGTH HIGH INTENSITY DISCHARGE HORSEPOWER HIGH PRESSURE SODIUM IN or " I/G IDF INCHES OSOLATED GROUND INTERMEDIATE DISTRIBUTION FRAME JBOXJUNCTION BOX K KCMIL KVA KW KWH DEGREE KELVIN THOUSAND CIRCULAR MILS KILOVOLT AMPERES KILOWATT KILOWATT HOUR LCL LF LTG, LTS LPS LONG CONTINUOUS LOAD LINEAR FEET LIGHTING LOW PRESSURE SODIUM MAX MDF MOCP MCB MLO MC M M/M MV MH MIN MCA MCC MCM MCP MFR MTD MW MAXIMUM MAIN DISTRIBUTION FRAME MAXIMUM OVERCURRENT PROTECTION MAIN CIRCUIT BREAKER MAIN LUGS ONLY MECHANICAL CONTRACTOR METER METER MAIN MERCURY VAPOR METAL HALIDE MINIMUM MINIMUM CIRCUIT AMPS MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MOTOR CIRCUIT PROTECTOR MANUFACTURER MOUNTED MICROWAVE (N) NATS NEC NEMA NC NO NF NIC NTS NL NO or # NEW NON AUTOMATIC DISCONNECT NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION NORMALLY CLOSED NORMALLY OPENED NON-FUSED NOT IN CONTRACT NOT TO SCALE NIGHT LIGHT NUMBER OFCIOWNER FURNISHED, CONTRACTOR INSTALLED %Z PH or ~ PC PC P PVC PDU PRIMARY PROVIDE PT PA PERCENT IMPEDANCE PHASE PHOTOCELL PLUMBING CONTRACTOR POWER POLY VINYL CHLORIDE POWER DISTRIBUTION UNIT OVER 600 VOLTS FURNISH, INSTALL AND CONNECT POTENTIAL TRANSFORMER PUBLIC ADDRESS RE REC, RECEPT REF RGS RMS REPLACE EXISTING (IN-PLACE) RECEPTACLE REFRIGERATOR RIGID GALVANIZED STEEL ROOT MEAN SQUARE SCC SCS SFD SECONDARY SMACNA SPD SQ SHORT CIRCUIT CURRENT STRUCTURED CABLING SYSTEM SMOKE FIRE DAMPER 600 VOLTS AND LESS SHEET MTL & AIR COND. CONTRACTORS' NATIONAL ASSOC. SURGE PROTECTION DEVICE SQUARE TC TEL/DATA TV TVSS TYP TIMECLOCK TELEPHONE AND DATA TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL UGPS UNO UPS UNDERGROUND PULL SECTION UNLESS OTHERWISE NOTED UNINTERRUPTABLE POWER SYSTEM VAV V VA VD VFD VARIABLE AIR VOLUME VOLTS VOLT AMPERES VOLTAGE DROP VARIABLE FREQUENCY DRIVE WP W WEATHERPROOF WIRE XFMR XX TRANSFORMER EXISTING EQUIP TO BE DEMO'D FLOOR BOX / SPECIALTY WALL BOX SYMBOLS MECHANICAL EQUIPMENT CALLOUT, "AC" INDICATES UNIT TYPE & "2" INDICATES UNIT NUMBER. REFER TO MECHANICAL DWG FOR EXACT LOCATION & ELECTRICAL REQ. ANNOTATIONS TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO SYSTEM GROUND DETAIL BRANCH CIRCUIT SYMBOLS SINGLE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. TWO SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. THREE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. FOUR SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. SIX SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE SPECIFICATIONS FOR MORE INFO. DELTA CONFIGURATION DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER. FEEDER SIZE DESIGNATION LIGHTING FIXTURE DESIGNATION KEYNOTE REFERENCE, REFER TO NOTES ON SHEETS, OR AS DIRECTED REVISION REFERENCE WYE CONFIGURATION GROUND HOME RUN TO PANEL, LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS, PROVIDE DEDICATED NEUTRAL WIRE FOR EA 'HOT' CIRCUIT IN CONDUIT RUN, #12 AWG MIN UNO CONCEALED CONDUIT OR BRANCH CIRCUIT UNO, 1/2" CONDUIT MIN, (2) #12 AWG CONDUCTORS MIN CONCEALED CONDUIT OR BRANCH CIRCUIT ROUTED IN FLOOR SLAB OR CONCRETE, COORDINATE INSTALLATION W/ DESIGN- BUILD ENTITY & SUPPORT AS REQ 1/2" CONDUIT (2) #12 AWG CONDUCTORS MIN CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4" CONDUIT MIN W/ (2) 12 AWG CONDUCTORS MIN & A CODE SIZED EQUIPMENT GROUND SURFACE-MTD CONDUIT OR BRANCH CIRCUIT UNO. 1/2" CONDUIT MIN, (2) #12 AWG CONDUCTORS MIN, CONDUIT SHALL BE PAINTED TO MATCH ADJ SURFACE. COORDINATE COLOR W/ ARCHITECT INTERIORS CONDUIT STUB OUT, CAP, MARK & RECORD ON AS-BUILT DWG CONDUIT CONTINUATION FLEXIBLE CONNECTION AS REQ. NUMBER OF CONDUCTORS AS REQ, VERIFY CONNECTION REQ W/ MFR PRIOR TO ROUGH-IN CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION DOWN WALL TO FLOOR BELOW CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION UP WALL TO FLOOR ABOVE EXG FEEDER, CONDUIT, WIRE TO BE DEMOLISHED LOW VOLTAGE DUCTBANK BELOW GRADE POWER DUCTBANK BELOW GRADE, SEE FEEDER TAG(s) FOR QUANTITY & SIZE OF CONDUIT & WIRE MEDIUM - HIGH VOLTAGE DUCTBANK BELOW GRADE, W/ VOLTAGE INDICATED. SEE FEEDER TAG(s) FOR QTY & SIZE OF CONDUIT & WIRE FLUSH MTD, LOCKABLE TERMINAL CABINET W/ TERMINAL STRIPS AS REQ SURFACE MTD, LOCKABLE TERMINAL CABINET W/ TERMINAL STRIPS AS REQ XXX-XX X X-X XXXX 1 ? XXX A-1,3,5 LV XX P 12KV LIGHTING SYMBOLS DECORATIVE PENDANT STRIP LIGHT (BOH) DECORATIVE SURFACE MOUNTED LIGHT SURFACE MOUNTED WRAP AROUND RECESSED LENSED TROFFER RECESSED ARCHITECTURAL TROFFER RECESSED LINEAR OR PERIMETER WALL SLOT PENDANT MOUNTED LINEAR RECESSED LINEAR WALL WASH RECESSED DOWN LIGHT RECESSED WALL WASHER RECESSED ADJUSTABLE ACCENT LIGHT SURFACE MOUNTED DOWN LIGHT WALL MOUNTED FIXTURE TRACK LIGHT SURFACE MOUNTED ADJUSTABLE LINEAR WALL WASHER CONCEALED LINEAR LIGHT STRIP RECESSED MULTI LAMP ADJUSTABLE DOWN LIGHT WALL STEP LIGHT BOLLARD LIGHT ABOVE GRADE MOUNTED ADJUSTABLE ACCENT LIGHT POLE MOUNTED LIGHT EXIT SIGN SURFACE MOUNTED EMERGENCY BATTERY PACK "EM" SHADED OR HALF SHADED CONNECTION POINT INDICATES FIXTURE ON EMERGENCY POWER LIGHTING CONTROLS • • • • • WALL MTD OCCUPANCY SENSOR. MTG HEIGHT PER ADA - UNO OR REQ. "xx" INDICATES THE FOLLOWING: IO: INFRARED OCCUPANCY SENSOR UO: ULTRASONIC OCCUPANCY SENSOR DO: DUAL TECHNOLOGY OCCUPANCY SENSOR. P: PHOTOCELL OP: COMBINATION PHOTOCELL & DUAL TECHNOLOGY OCCUPANCY SENSOR LETTERS "ab" INDICATE ZONES CONTROLLED. SINGLE POLE SWITCH, MTG HEIGHT PER ADA, SUBSCRIPT "K" INDICATES KEY OPERATED SWITCH. MANUAL ON/OFF, DIMMING & GRAPHIC SCENE SELECT CONTROL STATION. LOW VOLTAGE MANUAL ON/OFF, DIMMING & MULTI BUTTON ZONE SELECT CONTROL STATION. "#" DENOTES NUMBER OF ZONES. LETTERS "ab" INDICATE ZONES CONTROLLED. WALL MTD COMBINATION VACANCY SENSOR & DIMMER SWITCH, MTG HEIGHT PER ADA - UNO OR REQ. LETTERS "ab" INDICATES ZONES CONTROLLED. BOTH SWITCH LEGS TO BE CONFIGURED IN A "MANUAL ON" CONFIGURATION. • • • CLG MTD SENSOR. PROVIDE W/ POWER PACK & RELAYS FOR PLUG LOAD & HVAC CONTROL. LETTERS "ab" INDICATE ZONES CONTROLLED. "xx" INDICATES THE FOLLOWING: OS: DUAL TECHNOLOGY OCCUPANCY SENSOR P: PHOTOCELL OP: COMBINATION PHOTOCELL AND DUAL TECHNOLOGY OCCUPANCY SENSOR. WALL MTD COMBINATION OCCUPANCY SENSOR & DIMMER SWITCH, MTG HEIGHT PER ADA - UNO OR REQ. LETTERS "ab" INDICATE ZONES CONTROLLED. LOW VOLTAGE MANUAL ON/OFF, DIMMING & MULTI BUTTON SCENE SELECT CONTROL STATION. "#" DENOTES NUMBER OF SCENE. LETTERS "ab" INDICATE ZONES CONTROLLED. LOW VOLTAGE MANUAL ON/OFF & SINGLE ZONE DIMMING CONTROL. XX ab ab xx abo abv SZ MS-#ab MZ-#ab KS G • • DUPLEX RECEPTACLE - MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. "C" INDICATES CONTROLLED RECEPTACLE, MUST BE WITHIN 6'-0" OF UNCONTROLLED RECEPTACLE PER TITLE 24 REQ. DOUBLE DUPLEX RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. DUPLEX, GFCI RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DEDICATED 20A DUPLEX RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. DUPLEX RECEPTACLE WITH USB CONNECTORS - MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. DOUBLE DUPLEX RECEPTACLE WITH USB CONNECTORS, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. EMERGENCY DUPLEX RECEPTACLE - MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND. SIMPLEX RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. SPECIAL RECEPTACLE, MTG HEIGHT PER ADA REQUIREMENTS OR AS NOTED. REFER TO PLAN NOTES. DUPLEX RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DOUBLE DUPLEX RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SIMPLEX RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. SPECIAL RECEPTACLE FLUSH IN CLG - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. DUPLEX RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. DOUBLE DUPLEX RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. DUPLEX, GFCI RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. DOUBLE DUPLEX, GFCI RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS. SIMPLEX RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. SPECIAL RECEPTACLE MTD ABOVE COUNTER, MTG HEIGHT PER ADA REQUIREMENTS - UNO OR REQ. WALL MOUNTED JUNCTION BOX. MTG HEIGHT AS NOTED. 4S/DP MIN OR AS REQ BY NEC. JUNCTION BOX, MTD IN ACCESSIBLE CLG FOR APPLICATION DENOTED ON PLAN. 4S/DP MIN OR AS REQ BY NEC. SURFACE MTD MULTI-OUTLET ASSEMBLY. REFER TO GENERAL PRODUCT SPECIFICATIONS. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DWG FOR SPECIFIC LOAD REQ OR AS NOTED. FLUSH MTD ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. SURFACE MTD ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE. DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM. TRANSFORMER, REFER TO SINGLE LINE DIAGRAM. FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/DISCONNECT SWITCH W/ FUSES PER EQUIPMENT MFR & WEATHERPROOF AS REQ. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT & STARTER SIZES. MOTOR STARTER COMBINATION SWITCH W/ HOA SELECTOR SWITCH, ON "RUNNING LIGHT" RESET & OVERLOAD PROTECTION. NON-FUSED DISCONNECT SWITCH, HP RATED & WEATHERPROOF AS REQ. PROVIDE FINAL CONNECTION TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES. UTILITY COMPANY METER. PROVIDE "CT's" & "PT's" AS REQ, REFER TO SINGLE LINE DIAGRAM. CIRCUIT BREAKER, LINE 1 REPRESENTS FRAME SIZE/RATING; LINE 2 REPRESENTS TRIP SIZE/RATING; LINE 3 REPRESENTS NUMBER OF POLES & LINE 4 REPRESENTS MISC BREAKER INFO. (SEE BELOW): SHUNT = PROVIDE SHUNT TRIP MECHANISM. HACR = PROVIDE HACR-RATED BREAKER. GFP = GROUND FAULT PROTECTION CLCB = CURRENT LIMITING CIRCUIT BREAKER SS = PROVIDE SOLID STATE CIRCUIT BREAKER FUSIBLE SWITCH: LINE 1 REPRESENTS SWITCH SIZE/RATING; LINE 2 REPRESENTS NUMBER OF POLES; LINE 3 REPRESENTS FUSE SIZE/RATING; LINE 4 REPRESENTS FUSE TYPE; LINE 5 REPRESENTS MISC FUSE INFO. (SEE BELOW): SHUNT= PROVIDE SHUNT TRIP MECHANISM. GFP = GROUND FAULT PROTECTION CLF = CURRENT LIMITING FUSE GROUND CONNECTION, SIZE AS INDICATED OR AS REQ. LOW VOLTAGE TRANSFORMER PULLBOX, SIZED PER NEC OR AS NOTED. RECESSED COMBINATION POWER OUTLET FOR IN FLOOR BOX PER PLAN FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM. VERIFY CONNECTION REQ W/ MFR PRIOR TO ROUGH-IN - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. POWER OUTLET OUTLET, MTG HEIGHT PER ADA DEVICE MT REQ. FOR FLEXIBLE CONNECTION TO FURNITURE SYSTEM PROVIDE THE FOLLOWING: IN A NON-RATED INSULATED WALL, OR NON-RATED UNINSULATED WALL, PROVIDE A 2-GANG MUD RING OR CADDY #RBS SERIES BOX MTG BRACKET (EQUAL BY B-LINE OR RAYCO) W/ (2) 1-1/4"CO W/ PULL STRING TO ACCESSIBLE CLG. PROVIDE 1-1/4" BUSHINGS @ CONDUIT ENDS. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE & CLG CONDITIONS. IN A RATED WALL, PROVIDE (1) 4S/DP BOX W/ (2) 1-1/4" CO & (1) 4S/DP BOX W/ (1) 1-1/4" CO W/ PULL STRINGS IN EA CONDUIT TO ACCESSIBLE CLG. PROVIDE 1-1/4" BUSHINGS @ CONDUIT ENDS. UTILIZE CADDY #RBS SERIES BOX MTG BRACKET TO MAINTAIN BOX ALIGNMENT. (EQUAL BY B-LINE OR RAYCO) UTILIZE FIRESTOPPING SYSTEM PADS RATED FOR USE ON THE INSIDE OR OUTSIDE OF THE BOX (STI OR EQ) AS REQ TO MAINTAIN RATING OF WALL OR MEMBRANE. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION/TYPE & CLG CONDITIONS. GROUND BUS BAR POWER SYMBOLS J J 3 T F T PB POR J J 150AF 150AT 3P 1 60AS 3P 1 50AF CLASS J MCT RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL LEGEND & GENERAL NOTES E0.01 33236 Checker Page 248 of 256 1. 2. 3. 4. 5. 6. 7. A. B. C. D. 8. 9. 10. 11. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION & ELEVATION OF ALL LIGHTING FIXTURES & ALL DEVICES. ALL WALL- MTD DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. IF ANY WALL MTD FIXTURES ARE PLACED WITHOUT VERIFICATION FROM THE ARCHITECT, DESIGN-BUILD ENTITY SHALL RELOCATE FIXTURE TO APPROVED LOCATION AT NO ADDITIONAL COST. VERIFY EXACT CLG CONSTRUCTION W/ ARCHITECTURAL REFLECTED CLG PLAN & PROVIDE LIGHTING FIXTURES W/ ALL NECESSARY MTG HARDWARE. ALL RECESSED FIXTURES SHALL BE PROVIDED W/ ALL REQ STRUCTURAL SUPPORTS AS REQ BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. ALL COVE MTD FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. DESIGN-BUILD ENTITY TO FIELD MEASURE COVE LENGTH & ORDER QTY OF FIXTURES AS REQ. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED W/ A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. REFER TO ARCHITECTURAL REFLECTED CLG PLANS FOR EXIT SIGN CHEVRONS & NUMBER OF FACES PER EXIT SIGN.AND/ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL & ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. WHEN EXPOSED CLG OR OPEN GRID CONDITIONS OCCUR, THE DESIGN-BUILD ENTITY WILL NEED TO PROVIDE THE FOLLOWING ITEMS: ALL BRANCH CIRCUITS SHALL BE IN EMT. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY TRAINED & IN PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM “TRAINED” MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP W/ EA OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS & SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDL COST. SHOP DWG SHOWING LOCATION & PLACEMENT OF ALL CONDUITS. RECESSED FIXTURES LOCATED IN A FIRE-RATED CLG OR WALL SHALL BE PROVIDED WITH A 5-SIDED RATED ENCLOSURE SO CONSTRUCTED AS TO ALLOW CODE & MFR-REQ CLEARANCES BETWEEN THE FIXTURE & THE ENCLOSURE. REFER TO GENERAL POWER PLAN NOTES & COMMUNICATIONS PATHWAYS GENERAL NOTES FOR ADDITIONAL REQ WHEN POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN. DESIGN-BUILD ENTITY TO INCLUDE AN ALLOWANCE TO CORE & SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS & REQ W/ ARCHITECTURAL & STRUCTURAL DWGS. COORDINATE ALL PENETRATIONS W/ STRUCTURAL PLANS & DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DWGS. LIGHTING GENERAL NOTES 1. 2. 3. 4. 5. 6. A. B. C. 7. 8. 9. 10. 11. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES & OFFSET 24" MIN. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE W/ AN APPROVED FIRESTOP SYSTEM EQ OR GREATER THAN THE FIRE RATING OF THE WALL. COORDINATE ALL MTG DIMENSIONS FOR ELECTRICAL DEVICES & SWITCHES W/ ARCHITECTURAL INT ELEVATIONS PRIOR TO ROUGH-IN. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED W/ ARCHITECT & FURNITURE VENDOR PRIOR TO ROUGH IN.. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH WHEN EXPOSED CLG OR OPEN GRID CONDITIONS OCCUR, THE DESIGN-BUILD ENTITY WILL NEED TO PROVIDE THE FOLLOWING ITEMS: ALL BRANCH CIRCUITS SHALL BE IN EMT. ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY & IN PARALLEL TO STRUCTURES OR DUCT WORK. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT @ NO ADDITIONAL COST. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC WHERE ADOPTED, ARTICLE 300.22(C. PROVIDE GFCI TYPE RECEPTACLE(S) WITHIN 6 FT OF ANY SINK. DESIGN-BUILD ENTITY TO INCLUDE AN ALLOWANCE TO CORE & SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS & REQ W/ ARCHITECTURAL & STRUCTURAL DWG. COORDINATE ALL PENETRATIONS W/ STRUCTURAL PLANS & DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DWG. COORDINATE ALL KITCHEN CONDUIT & EQUIPMENT ROUGH-IN ON KITCHEN DWG POWER GENERAL NOTES 1. 2. 3. 4. 5. DESIGN-BUILD ENTITY SHALL REFER TO MECHANICAL/PLUMBING & ARCHITECTURAL DWG FOR EXACT LOCATIONS & CHARACTERISTICS OF ALL EQUIPMENT LISTED IN SCHEDULE. ANY MODIFICATIONS AND/OR ADDITIONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID. DESIGN-BUILD ENTITY SHALL VERIFY THE EXACT LOCATION OF ALL CONNECTION POINTS W/ THE EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. DESIGN-BUILD ENTITY SHALL PROVIDE LOCAL REMOTE DISCONNECTING MEANS FOR ALL ELECTRIC HEATING EQUIPMENT IF REQ BY THE LOCAL ELECTRICAL CODE. DESIGN-BUILD ENTITY SHALL COORDINATE THE ROUTING OF CONDUIT/WIRING TO ROOF-MTD EQUIPMENT W/ EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. WHERE ROOF-MTD EQUIPMENT IS MFR TO BE FED FROM WITHIN MECHANICAL CURB ASSEMBLY - SEPARATE ROOF PENETRATIONS FOR WIRING CONNECTIONS SHALL NOT BE PERMITTED. ALL WIRING SHALL BE BELOW THE ROOF IN AN ACCESSIBLE CLG SPACE LOCATION. ALL ROOF MTD EQUIPMENT SHALL BE NEMA 3R RATED. ROOF GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. CONDUITS SHALL, (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND, (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULLBOX. CONDUITS IN PLACE OF PULLBOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2" IN DIAMETER OR LESS, AND, (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2" IN DIAMETER. TERMINATE CONDUITS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2"-3" ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND AS APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE DESIGN-BUILD ENTITY'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE SITE UTILITY PLAN NOTES FOR ADDITIONAL UNDERGROUND COMMUNICATIONS CONDUIT SEALING REQUIREMENTS. CONDUIT(S) SHALL EXIT A PULLBOX ON THE WALL OPPOSITE THE WALL ENTERED. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. COORDINATE ALL MOUNTING DIMENSIONS FOR ELECTRICAL DEVICES AND SWITCHES WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH-IN. COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS AND DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS. ALL PULLBOXES SHALL BE SIZED AND INSTALLED PER ANSI/TIA/EIA-569B. PULLBOXES FOR UNDER FLOOR CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULLBOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3 RATED. PULLBOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING CHART: LOW VOLTAGE GENERAL NOTES CONDUIT SIZEWIDTHLENGTHDEPTHWIDTH INCREASE PER ADDITIONAL CONDUIT 4"16"3"1"2" 8"36"4"2"5" 12"48"5"3"6" 15"60"8"4"8" 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. THESE NOTES ESTABLISH MIN QUALITY LEVELS & COORDINATION REQ RESPECTIVE UTILITY COMPANY PLANS & REQ TAKE PRECEDENCE OVER THESE NOTES WITH REGARD TO RESPECTIVE UTILITY COMPANY CONDUIT & UNDERGROUND STRUCTURE SYSTEMS. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR APPLICABLE STATE & LOCAL DIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. COORDINATE ALL UNDERGROUND STRUCTURES & CONDUIT ROUTING W/ LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. VAULTS, MAINTENANCE HOLES (MH's) & CONDUITS SHALL MAINTAIN A MIN COVER OF 24" BELOW FINAL SURFACE @ ALL CONDITIONS. INCLUDE ALL COSTS IN BASE BID TO MEET UTILITY COMPANY REQ WHICH MAY REQ GREATER MIN CONDUIT DEPTHS. VAULTS, MH's & PULLBOXES (PB's) SHALL BE EQUIPPED WITH KNOCKOUT PANELS OR PRE-CAST INDIVIDUAL CONDUIT OPENINGS. CONDUITS SHALL ONLY ENTER & EXIT ON END/SHORT WALLS. CONDUITS MAY NOT ENTER & EXIT ON SIDE/LONG WALLS, CLG OR FLOORS UNO. CUT DUCTS FLUSH W/ INTERIOR VAULT/MH/PB WALL. GROUT AROUND DUCT ENTRANCES ON VAULT/MH/PB WALLS. SLURRY BACKFILL AROUND DUCTS WITHIN 5 FT OF VAULT/MH/PB TO PREVENT SHEARING. CONDUITS PASSING UNDER THE BUILDING PERIMETER SHALL BE ENCASED IN LIGHTWEIGHT CONCRETE OR WATER-IMPERVIOUS CLAY TO PREVENT WATER INFILTRATION. SEE ELECTRICAL SPECIFICATIONS FOR ADDL INFO. CONDUIT BEND RADIUS FOR BUILDING ENTRANCES & AT POLES SHALL BE A MIN OF 24" FOR CONDUITS W/ LESS THAN 2" INTERNAL DIA AND A MIN OF 48" FOR CONDUITS W/ MORE THAN 2" INTERNAL DIA. PREFERRED CONDUIT SWEEP RADIUS BETWEEN VAULTS IS 25 FT. UNDER NO CIRCUMSTANCES SHALL THE CONDUIT SWEEP RADIUS BE LESS THAN 12.5 FT. MAX OF 90° PER SWEEP & LIMITED TO NO MORE THAN (2) 90° WEEPS BETWEEN VAULTS. VAULTS/MH's/PB's ARE TO BE EQUIPPED W/ RACKING, GROUNDING LUGS, & BOLT-DOWN LIDS UNO. VAULTS & MH's TO BE EQUIPPED W/ ROUND COVERS, EXTENSION RINGS AS REQ, LADDERS & (3) SEGMENTS OF 6 FT HIGH CABLE RACKING PER EA LONG WALL. LABEL ALL NON-UTILITY COMMUNICATION VAULT/MH/PB COVERS W/ "COMMUNICATIONS" UNO ON PLANS. COORDINATE FINAL VAULT/MH/PB OPENING HEIGHT W/ GC PRIOR TO ROUGH-IN TO ENSURE FINAL GRADE DOES NOT SLOPE INTO VAULT/MH/PB OPENING. DESIGN-BUILD ENTITY TO PROVIDE A MIN OF 8" DEEP COMPACTED 1/2" DIA GRAVEL, UNDER ALL VAULTS, MH's OR PB's TO ENSURE UNIFORM DISTRIBUTION OF SOIL PRESSURE ON THE FLOOR & BE ABLE TO DISSIPATE WATER OUT OF THE VAULT, MH OR PB. ALL VAULTS/MH's/PB's W/O GROUNDING LUGS SHALL HAVE AN 8' x 3/4" COPPER GROUND ROD DRIVEN THRU THE FLOOR TO ALLOW GROUNDING OF ITEMS WITHIN. ALL VAULTS/MH's/PB's SHALL BE PROVIDED W/ TRAFFIC RATED COVERS WHEN LOCATED IN PAVED AREAS UTILIZED FOR VEHICLE TRAFFIC. IF THE WATER OR MOISTURE BARRIER ON OR NEAR THE FOUNDATION OF A BUILDING IS DISTURBED IN ANY MANNER BY EXCAVATION OR OTHER CONSTRUCTION WORK. THE MOISTURE BARRIER MUST BE REPAIRED FOLLOWING THE RECOMMENDATIONS OF THE MFR OF THE ORIGINAL BARRIER PRODUCT. THE DESIGN-BUILD ENTITY SHALL INCLUDE IN BASE BID ALL COSTS TO COMPLY WITH ALL REQ FOR CONFINED SPACE ENTRY PER THE OSHA REQ 29 CFR-1910.146, 29 CFR-1910.268, ETC DURING ANY CONFINED SPACE ENTRY. ANY DUCTS LEAVING A VAULT, MH OR PB ROUTED INTO A FACILITY SHALL BE PLUGGED AT EA END USING REMOVEABLE MECHANICAL PLUGS DESIGNED TO PREVENT WATER & GAS FROM ENTERING THE FACILITY. SEE ELECTRICAL SPECIFICATIONS & PLAN DETAILS FOR ADDL REQ REGARDING UNDERGROUND CONDUITS & IN-GRADE VAULT/MH/PB/JUNCTION BOXES. INSTALL MULE TAPE OR 3/8" PULL ROPE & TRUE-TAPE IN EA UTILITY CONDUIT. SITE UTILITY PLAN GENERAL NOTES 1. 2. 3. A. B. C. D. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. THE DESIGN-BUILD ENTITY (DBE) SHALL INCLUDE & PROVIDE IN BID ALL LABOR & MATERIALS NECESSARY FOR A COMPLETE & OPERATIONAL INSTALLATION OF ALL ELECTRICAL SYSTEMS. DBE SHALL COORDINATE & OBTAIN ALL APPROVALS, PERMITS, & DOCUMENTS FROM REGULATORY AGENCIES & UTILITY COMPANIES. ALL CONDUIT RACEWAY SYSTEMS ARE TO BE INSTALLED AS FOLLOWS: RIGID GALVANIZED STEEL IS TO BE INSTALLED IN ALL AREAS WHICH ARE EXPOSED TO WEATHER AND/OR PHYSICAL DAMAGE. FLEXIBLE METALLIC CONDUIT I S PERMITTED FOR SHORT CONNECTIONS TO LIGHT FIXTURES (6'-0" MAX). FLEXIBLE CONDUIT SHALL ALSO BE INSTALLED FOR EQUIPMENT REQ VIBRATION ISOLATION & HORIZONTAL RUNS IN WOODEN STUD WALLS. ELECTRICAL METALLIC TUBING (EMT) W/ COMPRESSION TYPE FITTINGS SHALL BE USED FOR BUILDING INTERIOR WORK. PVC CONDUIT SHALL BE USED FOR UNDERGROUND CONDUITS. ROUTE CODE SIZED GROUND WIRE INSIDE OF CONDUIT. CONDUIT RISERS & STUBS ABOVE GRADE SHALL BE IMC WITH HALF-LAPPED TAPE COVERING OR PVC COATING & UTILITY COMPANIES. UNO OR REFERENCED ON THE DWG ALL NEW ELECTRICAL WIRING IS TO BE 600V RATED COPPER W/ TYPE "THHN/THWN" INSULATION. ALL MTG HEIGHTS REFERENCED ON DWG ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE REFERENCED OR INDICATED ON THE DRAWINGS. ALL ELECTRICAL EQUIPMENT LOCATIONS (LIGHTING, RECEPTACLE, FLOOR BOX, ETC) ARE TO BE VERIFIED WITH THE ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO BEGINNING ANY ROUGH-IN. ALL LIGHTING FIXTURES SHALL BE MTD & SUPPORTED IN ACCORDANCE W/ OSHA STANDARDS, & ALL STATE, LOCAL, SEISMIC, & CALIFORNIA ELECTRIC CODES. THE DWG INCLUDED IN THIS DOCUMENT SET ARE DIAGRAMMATIC. THEY ARE REPRESENTATIVE OF THE ENGINEER OF RECORDS DESIGN INTENT FOR ALL ELECTRICAL DEVICES/EQUIPMENT & THE INDIVIDUAL POWER FEEDS THEY ARE TO BE CONNECTED TO. THE DBE SHALL BE RESPONSIBLE FOR PROVIDING ALL J-BOXES, CONDUIT, WIRING/CABLING, ETC AS REQ FOR A COMPLETE & OPERATIONAL ELECTRICAL INSTALLATION. ALL ELECTRICAL EQUIPMENT (PANELS, RECEPTACLES, J-BOXES, ETC.) SHALL BE WEATHERPROOF AND/OR INSTALLED IN A NEMA 3R ENCLOSURE WHERE APPLICABLE OR INSTALLED OUTDOORS. ALL ELECTRICAL WORK SHALL BE PERFORMED ACCORDING TO STATE, LOCAL, NATIONAL, & DISTRICT STANDARDS & CODES. COORDINATE SPECIFIC REQ W/ DISTRICT STANDARDS & AUTHORITY HAVING JURISDICTION. ALL ELECTRICAL EQUIPMENT SHALL BE NEW & IS TO BE CLEARLY LABELED/IDENTIFIED AS UNDERWRITER LABORATORIES (UL) COMPLIANT UNO OR REFERENCED IN THE DWG OR SPECIFICATIONS. DBE IS RESPONSIBLE FOR SECURING ALL REQ BUILDING PERMITS & SHALL INCLUDE THE COST TO SECURE BUILDING PERMITS IN THEIR FINAL BID. UNLESS OTHERWISE WRITTEN, STATED, OR REFERENCED IN DWG OR SPECIFICATIONS DESIGN-BUILD ENTITY SHALL GUARANTEE THE COMPLETE ELECTRICAL INSTALLATION FOR A PERIOD OF 1-YEAR. ALL ELECTRICAL DISTRIBUTION EQUIPMENT (PANELS, DISTRIBUTION BOARDS, TRANSFORMERS, ETC), FEEDERS (CONDUIT, CONDUCTOR SIZE, & QUANTITY), MECHANICAL EQUIPMENT, ELEVATORS, VARIABLE FREQUENCY DRIVES (VFD'S), ETC. MAY ONLY BE REFERENCED ON THE SINGLE-LINE DWG & NOT INDIVIDUAL PLAN SHEETS. DBE SHALL REVIEW & VERIFY ALL REFERENCED INFORMATION ON THE SINGLE- LINE DWG. DBE SHALL BE RESPONSIBLE FOR ALL REQ SAW-CUTTING, CORE DRILLING, PATCHING, REFINISHING, ETC AS REQ FOR INSTALLATION OF ELECTRICAL EQUIPMENT & SYSTEMS. ANY PENETRATIONS OR OPENINGS MADE IN WALLS OR STRUCTURES SHALL BE PATCHED AND/OR SEALED AS REQ TO MAINTAIN THE INTEGRITY AND/OR RATING OF THE WALL OR STRUCTURE. DBE SHALL VISIT THE SITE PRIOR TO SUBMISSION OF THEIR FINAL BID TO VERIFY ALL EXG SITE CONDITIONS WHICH MAY AFFECT THE COMPLETION OF THE ELECTRICAL INSTALLATION. ALL METHODS & REQUIREMENTS FOR INSTALLATION SHALL BE DETERMINED PRIOR TO BID DATE. ELECTRICAL DBE SHALL NOTIFY THE ENGINEER OF RECORD OF ANY REQ MODIFICATIONS WHICH ARE NOT REFERENCED ON THESE ELECTRICAL PLANS. SUBMITTAL OF THE DBE'S BID DEMONSTRATES THE DESIGN-BUILD ENTITY'S AWARENESS OF ALL SITE CONDITIONS & REQ WORK TO BE PERFORMED. ALL CLGS & CLG SYSTEMS AS A RULE ARE CONSIDERED TO BE INACCESSIBLE. ALL ELECTRICAL DEVICES & EQUIPMENT INSTALLED ABOVE CLGS ARE TO BE MTD IN A LOCATION WHICH IS ACCESSIBLE. IN SITUATIONS WHERE ELECTRICAL DEVICES & EQUIPMENT MUST BE INSTALLED IN AN AREA WHICH IS INACCESSIBLE, DBE SHALL INSTALL AN ADEQUATELY SIZED, CODE COMPLIANT ACCESS PANEL AS REQ BY CURRENT CODES - LOCATION OF THE REQ ACCESS PANEL SHALL BE COORDINATE W/ THE ARCHITECT & INTERIOR DESIGNER PRIOR TO ROUGH-IN. DBE IS RESPONSIBLE FOR COMPLETING ALL FINAL ELECTRICAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT & SHALL PROVIDE ALL MOTOR START SWITCHES, DISCONNECTS, ETC AS REQ. ALL ELECTRICAL EQUIPMENT CONNECTIONS, MOUNTING LOCATIONS, ELECTRICAL REQUIREMENTS, ETC ARE TO BE COORDINATED & VERIFIED PRIOR TO COMMENCEMENT OF ELECTRICAL ROUGH-IN. DBE TO SUBMIT SHOP DWG FOR THE APPROVAL OF THE ELECTRICAL ENGINEER OF RECORD FOR ALL ELECTRICAL EQUIPMENT & MATERIALS TO BE UTILIZED IN THE ELECTRICAL INSTALLATION. ALL APPROVALS BY THE ENGINEER OF RECORD MUST BE SECURED PRIOR TO COMPLETION OF ANY PURCHASE ORDERS OR ROUGH-IN WORK. THESE ELECTRICAL DWG & ASSOCIATED SPECIFICATIONS ARE TO BE CONSIDERED CONTRACT DOCUMENTS FOR AGENCY REVIEW/APPROVAL & DBE BIDDING PURPOSES. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH CEC ARTICLE 250. ALL POWER & LIGHTING CIRCUITS SHALL BE INSTALLED WITH A MIN #12AWG CU GROUND WIRE UNO OR REFERENCED. DBE TO PROVIDE ENGRAVED PHENOLIC NAMEPLATES ON ALL DISCONNECT SWITCHES, DISTRIBUTION EQUIPMENT, J-BOXES ETC. W/ METALLIC COVERS. SEE GENERAL NOTES ON SINGLE-LINE DIAGRAM FOR SPECIFIC INFORMATION REGARDING NAME PLATE REQ. ELECTRICAL & LIGHTING COVER PLATE COLOR, ENGRAVING & LABELING PER SPECIFICATIONS. AT THE COMPLETION OF THE PROJECT THE DBE SHALL PROVIDE THE OWNER WITH A COMPLETE SET OF AS-BUILT ELECTRICAL DWG. ANY & ALL WORK THAT REQ AN INTERRUPTION TO A BUILDING(S) ELECTRICAL SERVICE MUST BE COORDINATED W/ THE DISTRICT A MIN OF 48 HOURS IN ADVANCE. ANY SERVICE DOWNTOWN SHALL NOT OCCUR DURING SCHOOL HOURS. DBE SHALL BE RESPONSIBLE FOR FOR ENSURING THAT ALL LOW VOLTAGE SYSTEMS ARE COMPATIBLE & ARE COMPLETE & OPERATIONAL. DBE SHALL PERMANENTLY TAG ALL CONDUCTORS IN EA ELECTRICAL & LOW VOLTAGE SYSTEM AS REFERENCED IN THE SPECIFICATIONS. ANY SURFACE MTD EXPOSED CONDUIT IN VIEW OF THE PUBLIC SHALL BE PAINTED TO MATCH THE FINISH OF THE SURFACE TO WHICH IT IS MTD WITH TWO (2) COATS OF PAINT. ALL EXT SURFACE MTD EXPOSED CONDUITS ARE TO BE PAINTED W/ TWO (2) COATS OF WEATHERPROOF LATEX PAINT. DBE TO PROVIDE ALL CONDUIT ONLY (CO) INFRASTRUCTURE WITH A 3/16" NYLON PULL ROPE. LABEL PULL ROPE AT EACH END W/ THE LOCATIONS OF ORIGIN & TERMINATION. IN INSTANCES WHERE A CONFLICT BETWEEN THE ELECTRICAL DWG & THE SPECIFICATIONS FOR THE PROJECT EXISTS, THE DBE SHALL ADHERE TO THE MORE STRINGENT REQ. ELECTRICAL DWG ARE DIAGRAMMATIC. AS SUCH, ALL ELECTRICAL EQUIPMENT LOCATIONS, CONDUIT ROUTING, ETC ARE NOT PRECISE & SHALL BE COORDINATED, VERIFIED, & DETERMINED IN THE FIELD. DBE TO INSTALL ALL ELECTRICAL EQUIPMENT & ROUTE ALL CONDUITS IN LOCATIONS WHICH MEET CODE REQ FOR ACCESSIBILITY/MOUNTING & DO NOT INTERFERE W/ ANY BUILDING STRUCTURES, UTILITIES, OR OTHER TRADE EQUIPMENT. ALL EXG SITE RELATED ELECTRICAL EQUIPMENT (I.E. UNDERGROUND UTILITIES, DUCTS, STRUCTURES, PULL BOXES, ETC.) LOCATIONS ARE DIAGRAMMATIC IN NATURE & ONLY REFLECT APPROXIMATE LOCATIONS, QUANTITIES, &/OR ROUTING INFORMATION. ALL REFERENCED INFO HAS EITHER BEEN SURVEYED, REPORTED BY THE OWNER/OWNERS REP, AND/OR REFERENCED ON AN AS-BUILT RECORD DOCUMENTS. ALL EXG ELECTRICAL EQUIPMENT REFERENCED ON THESE DWG IS TO BE FIELD VERIFIED BY THE DESIGN-BUILD ENTITY PRIOR TO COMMENCEMENT OF BY ACCEPTING THESE PLANS OR PROCEEDING WITH ELECTRICAL SCOPE OF WORK, AGREES TO ACCEPT LIABILITY & SHALL RENDER THE ENGINEER OF RECORD HARMLESS FOR ANY ELECTRICAL EQUIPMENT NOT REPORTED TO THE ENGINEER DURING THE DESIGN PROCESS. THE CONTRACT TO TAKE THE REQ PRECAUTIONARY MEASURES TO ENSURE ALL EXG ELECTRICAL EQUIPMENT IS PROTECTED IN PLACE. ANY EXG BUILDING STRUCTURES OR SURFACES DAMAGED BY DEMOLITION OR DURING INSTALLATION ACTIVITIES SHALL BE REPAIRED, PATCHED, AND/OR REFINISHED TO THE SATISFACTION OF THE OWNER. ALL EXG ELECTRICAL EQUIPMENT INDICATED TO BE DEMOLISHED SHALL BE REMOVED ENTIRELY & ALL AFFECTED SURFACES OR STRUCTURES SHALL BE REPAIRED, REPLACED, AND/OR REFINISHED TO MATCH THE ADJACENT SURFACES OR DAMAGED ITEM(S). FOR CLARITY ONLY RECONSTRUCTION OR NEW WORK RELATED ELEMENTS & SELECT EXISTING FACILITIES SPECIFICALLY REQ COORDINATION W/ ANY NEW WORK. ALL CONDUITS, BOXES, SURFACE MTD RACEWAYS, SUPPORT DEVICES, & ASSOCIATED FITTINGS SHALL BE MTD IN CONCEALED LOCATIONS ABOVE CLG, DUCTS, TRUSSES, BEAMS, ETC IN AREAS WHERE A CONCEALED MTG LOCATION IS NOT AVAILABLE EQUIPMENT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACES. ANY PENETRATIONS BY CONDUITS OR OTHER ELECTRICAL EQUIPMENT THROUGH A FIRE RATED WALL - WHETHER EXG OR NEW - SHALL MAINTAIN THE APPROPRIATE FIRE RATING BY SEALING THE PENETRATION W/ THE APPROPRIATE UL-LISTED FIRE-STOP MATERIAL/SYSTEM. DESIGN-BUILD ENTITY SHALL PREPARE & SUBMIT THE FOLLOWING CALIFORNIA ENERGY COMMISSION T-24 CERTIFICATE OF ACCEPTANCE LTG-1-1, PARTS 1, 2, & 3; LIGHTING CONTROL LTG-2-A; AND/OR AUTOMATIC DAYLIGHTING CONTROL LTG-3-A, AS THEY APPLY TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. ALL INFO REFERENCED IS PRELIMINARY IN NATURE & DOES NOT REPRESENT FINAL DESIGN DOCUMENTS. ALL INFO & REQ RELATIVE TO UTILITY INFRASTRUCTURE SHALL BE COORDINATED, VERIFIED, & INSTALLED PER FINAL UTILITY COMPANY DESIGN DOCUMENTS. ROUTING OF ALL CONDUIT SHALL BE COORDINATED IN THE FIELD & CONFIRMED BY ENGINEER & ARCHITECT. COORDINATE ALL CONDUIT ROUTING, ELECTRICAL DEVICE LOCATIONS, PULL BOX LOCATIONS, ETC W/ LANDSCAPE PLANTING PLANS TO AVOID CONFLICTS W/ TREES, SHRUBS, ETC. ALL CONDUCTOR & CABLE RUNS ARE TO BE CONTINUOUS. NO CONDUCTORS OR LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT ONE. ALL CONDUCTORS & LOW VOLTAGE CABLING TO BE INSTALLED AS PART OF INCREMENT TWO & TERMINATED INSIDE OF THE BUILDING. ALL CONDUIT SHALL BE PROVIDED W/ PROPERLY SIZED PULL STRING PER UTILITY COMPANY STANDARDS. ALL EQUIPMENT MTD OUTDOORS SHALL BE INSTALLED IN A WEATHERPROOF NEMA 3R ENCLOSURE. SEE ARCHITECTURAL/LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULL BOXES, MANHOLES, OTHER ELECTRICAL DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES & CONDUIT ROUTING W/ LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. PROVIDE CONCRETE ENCASEMENT FOR ALL TRENCHES W/ MORE THAN THREE (3) CONDUITS. ALL UTILITY CONDUIT SHALL BE ENCASED PER UTILITY COMPANY REQUIREMENTS. ADDITIONAL NOTES RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL GENERAL NOTES E0.02 33236 Checker Page 249 of 256 Page 250 of 256 Page 251 of 256 WDDW REF.MW CM HOSESTORAGETVTVMIRROR COMP MB TVPRINTER PRINTER TV COMP COMP COMP COMP WH EXTRACTORDRYINGRACKCOMP.RH.TVAC TV MBREF.ICE CGCGCGCGCGCGCG CG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGWPWP WPWPWP WPJCLNGCLNG CLNG JJ J JJ J WPWP J JCLNGCLNGCLNGCLNG CLNG 1 A 23456 B C D E F 7 8 E2.01 1 MDF E-1404 E-1401 E-1405 E-1405 E-1405 E-1403 E-1402 E-1401 E-1406 3 4 E MSB UGPS PP MP LP LCPATS-1 SP FUTURE SOLAR RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. As indicated1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL POWER PLANS E2.01 33236 Checker KEYNOTES ITEM DESCRIPTION E-1401 PROVIDE ELECTRICAL CONNECTION TO OVERHEAD DOOR MOTORS AND CONTROL SWITCH. COORDINATE WITH MANUFACTURER FOR POWER REQUIREMENTS. COORDINATE WITH OWNER FOR EXACT LOCATION PRIOR TO ROUGH IN AND INSTALLATION. E-1402 PROVIDE ELECTRICAL CONNECTION TO WIRELESS REPEATER. COORDINATE WITH CITY/ MANUFACTURER FOR POWER REQUIREMENTS. MOUNT REPEATER AT 16' AFF. COORDINATE LOCATION OF STUB UPS WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1403 PROVIDE ELECTRICAL CONNECTION TO GPS REPEATER. COORDINATE WITH CITY/ MANUFACTURER FOR POWER REQUIREMENTS. MOUNT GPS REPEATER AT 12' AFF. COORDINATE LOCATION OF STUB UPS WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1404 PROVIDE ELECTRICAL AND DATA CONNECTION TO FIRE ALERTING SCREEN. COORDINATE WITH MANUFACTURER FOR POWER AND DATA REQUIREMENTS. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1405 PROVIDE ELECTRICAL CONNECTION TO CORD REEL ASSEMBLY. MOUNT CORD REEL AT 10' AFF. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. E-1406 PROVIDE ELECTRICAL CONNECTION TO CORD REEL ASSEMBLY FOR PLYMOVENT . COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH IN AND INSTALLATION. 1/8" = 1'-0"051 - FLOOR - POWER 1/4" = 1'-0"11 - FLOOR - POWER - Callout 1 Page 252 of 256 WP WP J J 1 A 23456 B C D E F 7 8 TYP. E-1501 TYP. E-1502 TYP. E-1601 TYP. E-1601 TYP. E-1601 RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 1/8" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL MECHANICAL POWER ROOF PLANS E2.13 33236 Checker 1/8" = 1'-0"052 - FLOOR - POWER / MECH KEYNOTES ITEM DESCRIPTION E-1501 PROVIDE DUPLEX GFI RECEPTACLE WITH WEATHER RATED COVER. E-1502 PROVIDE ELECTRICAL CONNECTION TO ANTENNA SUPPORT AND RADIO CONNECTIVITY VIA UNISTRUT. COORDINATE WITH CITY FOR REQUIREMENTS AND EXACT LOCATION. E-1601 ALL MECHANICAL EQUIPMENT TO HAVE A DISCONNECT OR MOTOR RATED SWITCH. COORDINATE WITH MANUFACTURER FOR INFORMATION. Page 253 of 256 "MSB-SE" 800 AMPS, 120/208V, 3∅-4W AIC RATING 65kAIC, 100% RATED CM 1" C, #3/0 AWG CU. GROUND PER NEC 250-50, 250-52 (A1-3), 250-53(C&D) 1#3/0 AWG CU. EQUIPMENT BOND PER NEC 250-102(c) 1" C, #3/0 AWG CU. BOND TO COLD WATER PIPE PER NEC 250-104(A) T (N) UTILITY TRANSFORMER OUTDOOR PAD-MOUNTED PROVIDED BY PG&E REQUIREMENTS M 225AF 200AT 3P 3 SPD 225AF 200AT 3P 6 SWITCHBOARD "MSB" 800 AMPS, 120/208V, 3∅-4W AIC RATING 65kAIC, 100% RATED UGPSMETER/MAIN 800AF 800AT 3P LSIG/BIDIR. 2 150AF 125AT 3P 800AF 800AT 3P 7 81 9 225AF 200AT 3P 4 225AF 200AT 3P 5 225AF 225AT 3P 30AF 20AT 3P 225AF 225AT 3P 600AF 600AT 3P FUTURE PV READILY CONNECTION "ATS-1" 800A 120/208v BYPASS/IOSOLATION AUTO TRANSFER SWITCH 350kW/438kVA DIESEL GENERATOR 120/208V,3∅-4W, NEMA 3R 1#3/0 AWG CU. EQUIPMENT BOND PER NEC 250-120(C) 1"C-#3/0 AWG CU. GROUND PER NEC 250-50, 250-52 (A1-3), 250-53 (C&D) 1"C-#3/0 AWG CU. BOND TO COLD WATER PIPE PER NEC 250-104(A) 800A 3P-100% RATED LOAD BANK 350KW/ 438KVA 800A 3P-100% EG 72HR - BELLY TANK GRD GRD GFP SP PANEL MP PANEL LP PANEL PP PANEL MDF PANEL 10 11 30AF 30AT 3P SPACE 12 SPACE###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% ###-#LENGTH = ##'VD = 0.##% RevisionDate408-780-7200 Office 60 South Market Street, Suite 1250 San Jose, California 95113 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com Developed forChecked By Scale Job NumberSubmittalDate70% SCHEMATIC DESIGN03/10/2026100% SD / BRIDGING DOCS03/26/2026This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. 12" = 1'-0"1330 WEST LUCHESSA AVENUEGILROY, CA 95020GRIFFIN STRUCTURES, INC.SANTA TERESA FIRE STATIONGRIFFIN STRUCTURES, INC.ELECTRICAL SINGLE LINE DIAGRAMS E5.00 33236 Checker Page 254 of 256 RESOLUTION NO. 2026-XX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GILROY AMENDING THE BUDGET FOR THE CITY OF GILROY FOR 2025-2026 AND 2026-2027 FISCAL YEARS AND AUTHORIZING AN INTERFUND LOAN FROM THE GENERAL FUND AND THE FACILITIES FUND WHEREAS, the City Administrator prepared and submitted to the City Council a budget for the City of Gilroy for Fiscal Years 2025-2026 (FY26) and 2026-2027 (FY27), and the City Council carefully examined, considered, and adopted the same on June 2, 2025; and WHEREAS, City Staff has prepared and submitted to the City Council a proposed amendment to the budget for FY26 and FY27 for the City of Gilroy in the staff report dated June 29, 2026, to award the Design-Build Construction Services of the Santa Teresa Fire Station to Zumwalt Construction, Inc; and WHEREAS, the City Council has determined that construction of the Santa Teresa Fire Station is a necessary capital improvement to improve fire service coverage and response times and has approved award of a design-build agreement for the project; and WHEREAS, the Santa Teresa Fire Station project is included in the City’s Capital Improvement Program as CIP Project No. 800290 in the Capital Projects Fund, and the total project cost exceeds the amount currently appropriated in FY26, thereby requiring a budget amendment and temporary cashflow financing to allow the project to proceed on schedule; and WHEREAS, under the Fourth Operating Memorandum to the Development Agreement – Glen Loma Ranch, dated October 21, 2024, Glen Loma Ranch (“GLR”) is obligated to provide a total of $7,200,000 toward the City’s fire station obligations, including a payment of $3,610,757 to the City upon recordation of a final map relative to Tentative Map 24-03; and WHEREAS, the City has already received and/or secured other components of GLR’s fire station funding obligation, including conveyance of the fire station parcel and earlier funding obligation steps, and the remaining $3,610,757 payment is anticipated to be received upon the occurrence of the applicable subdivision map milestone set forth in the Fourth Operating Memorandum; and WHEREAS, in order to proceed with the Santa Teresa Fire Station project prior to receipt of the remaining GLR funding, the City Council finds it necessary and in the best interests of the City to authorize a temporary interfund loan to the Capital Projects Fund from available fund balances in the Facilities Fund and the General Fund, solely as interim financing for project cashflow needs; and WHEREAS, City staff has determined that the Facilities Fund and the General Fund have Page 255 of 256 sufficient available fund balance to support a temporary interfund loan for this purpose, and that such loan is expected to be repaid from GLR fire station funding proceeds when received by the City pursuant to the Fourth Operating Memorandum; and WHEREAS, the City Council desires to authorize a temporary interfund loan to the Capital Projects Fund in the total amount of $3,610,757, consisting of $1,500,000 from the Facilities Fund and $2,110,757 from the General Fund, to be repaid from future GLR fire station funding receipts or other legally available project revenues upon receipt thereof. NOW, THEREFORE, BE IT RESOLVED THAT the City Council of City of Gilroy hereby increases the expenditure appropriations for FY26 in Capital Projects Fund by $11,942,555, decreases the expenditure appropriations for FY27 in Capital Projects Fund by $11,500,000, authorizes the transfer of $37,024 from Facilities Fund to the Capital Projects Fund, and authorizes a temporary interfund loan to the Capital Projects Fund for the Santa Teresa Fire Station project in the total amount of $3,610,757 comprised of $1,500,000 from the Facilities Fund and $2,110,757 from the General Fund. PASSED AND ADOPTED this 29th day of June 2026 by the following roll call vote: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSTAIN: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: APPROVED: Greg Bozzo, Mayor ATTEST: _______________________ Kim Mancera, City Clerk Page 256 of 256