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*January 14, 2025 Regular City Council Meeting Packet
COUNCILMEMBERS Dr. Sherry Hu, Mayor Kashef Qaadri, Vice Mayor Jean Josey, Councilmember Michael McCorriston, Councilmember John Morada, Councilmember iFs DUBLIN CALIFORNIA Regular Meeting of the DUBLIN CITY COUNCIL Tuesday, January 14, 2025 City Council Chamber Dublin Civic Center 100 Civic Plaza Dublin, CA 94568 www.dublin.ca.gov Location: City Council Chamber 100 Civic Plaza Dublin, CA 94568 Pursuant to Government Code §54953(b), this meeting will include the following teleconference location: • Councilmember Morada will be attending the Regular Meeting via teleconference from Marriott Dallas Uptown, Lobby, 3033 Fairmount Street, Dallas, Texas, 75201 The public shall have the opportunity to address the City Council at this teleconference location pursuant to Government Code Section §54954.3. All votes during the teleconference session will be conducted by roll call vote. The teleconference location is accessible to the public and the agenda will be posted at the teleconference location 72 hours before the meeting. REGULAR MEETING 7:00 PM Additional Meeting Procedures This City Council meeting will be broadcast live on Comcast T.V. channel 28 beginning at 7:00 p.m. This meeting will also be livestreamed at www.tv30.org and on the City's website at: https://dublin.ca.gov/ccmeetings For the convenience of the City and as a courtesy to the public, members of the public who wish to offer comments electronically have the option of giving public comment via Zoom, subject to the following procedures: ❑ Fill out an online speaker slip available at www.dublin.ca.gov. The speaker slip will be made available at 10:00 a.m. on Tuesday, January 14, 2025. Upon submission, you will receive Zoom link information from the City Clerk. Speakers slips will be accepted until the staff presentation ends, or until the public comment period on non -agenda items is closed. ❑ Once connected to the Zoom platform using the Zoom link information from the City Clerk, the public speaker will be added to the Zoom webinar as an attendee and muted. The speaker will be able to observe the meeting from the Zoom platform. January 14, 2025 Dublin City Council Regular Meeting Agenda 1 ❑ When the agenda item upon which the individual would like to comment is addressed, the City Clerk will announce the speaker in the meeting when it is their time to give public comment. The speaker will then be unmuted to give public comment via Zoom. ❑ Technical difficulties may occur that make the option unavailable, and, in such event, the meeting will continue despite the inability to provide the option. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. PRESENTATIONS AND PROCLAMATIONS 3.1 Presentation and Poem Reading from City of Dublin Poet Laureate The City Council will receive a brief presentation and original poem reading by Richard Deets, City of Dublin Poet Laureate. STAFF RECOMMENDATION: Receive the presentation. Staff Report Attachment 1 - Water, Water Everywhere - Original Poem by Richard M. Deets 3.2 Lunar New Year Proclamation The City Council will present the Lunar New Year proclamation. STAFF RECOMMENDATION: Present the Proclamation. Staff Report Attachment 1- Lunar New Year 2025 Proclamation 3.3 2024 Sponsor Recognition The City Council will recognize sponsors that contributed to City events, programs, and facilities in 2024. STAFF RECOMMENDATION: Recognize the 2024 sponsors. Staff Report Attachment 1 - 2024 City of Dublin Sponsor List Item 3.3 PowerPoint Presentation 3.4 Recognition of the Altamont Cruisers Car Club for their Donation to Dublin Police Services The City Council will recognize the Altamont Cruisers Car Club for their recent donation of $3,500. The donation will be used for operating supplies for the Crime Prevention Unit. STAFF RECOMMENDATION: Formally accept the donation and present a Certificate of Recognition to the donor. Staff Report January 14, 2025 Dublin City Council Regular Meeting Agenda 2 Attachment 1- Altamont Cruisers Car Club Certificate of Recognition 3.5 Recognition of the 2024 "Deck the Homes" Holiday Home Decorating Contest Winners The City Council will receive a presentation on the 2024 "Deck the Homes" Holiday Home Decorating Contest and present Certificates of Recognition to the winners. STAFF RECOMMENDATION: Present the Certificates. Staff Report Attachment 1 - 2024 Holiday Home Decorating Contest Winners Item 3.5 PowerPoint Presentation 3.6 Employee Introduction New City of Dublin Staff member, Robert Magno, Assistant Civil Engineer with the Public Works Department, will be introduced. STAFF RECOMMENDATION: Welcome the new City of Dublin Staff member. Staff Report 4. PUBLIC COMMENT At this time, the public is permitted to address the City Council on non-agendized items. Please step to the podium and clearly state your name for the record. COMMENTS SHOULD NOT EXCEED THREE (3) MINUTES. In accordance with State Law, no action or discussion may take place on any item not appearing on the posted agenda. The Council may respond to statements made or questions asked, or may request Staff to report back at a future meeting concerning the matter. Any member of the public may contact the City Clerk's Office related to the proper procedure to place an item on a future City Council agenda. The exceptions under which the City Council MAY discuss and/or take action on items not appearing on the agenda are contained in Government Code Section 54954.2(b)(1)(2)(3). 5. CONSENT CALENDAR Consent Calendar items are typically non -controversial in nature and are considered for approval by the City Council with one single action. Members of the audience, Staff or the City Council who would like an item removed from the Consent Calendar for purposes of public input may request the Mayor to remove the item. 5.1 Approval of December 17, 2024 Regular City Council Meeting Minutes The City Council will consider approval of the minutes of the December 17, 2024 Regular City Council Meeting. STAFF RECOMMENDATION: Approve the minutes of the December 17, 2024 Regular City Council Meeting. Staff Report Attachment 1- December 17, 2024 Regular City Council Meeting Minutes January 14, 2025 Dublin City Council Regular Meeting Agenda 3 5.2 Annual Proclamation The City Council will review the Official List of Proclamations and consider approval of the Annual Proclamation. STAFF RECOMMENDATION: Accept the Official List of Proclamations and approve the Annual Proclamation. Staff Report Attachment 1 - Official Proclamation List 2025 Attachment 2 - Annual Proclamation 2025 5.3 Directing Preparation of Annual Engineer's Reports for Street Lighting Maintenance Directing Preparation of Annual Engineer's Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1 The City Council will consider directing preparation of the Annual Engineer's Reports for the five Assessment Districts. STAFF RECOMMENDATION: Adopt the Resolution Directing Preparation of the Annual Engineer's Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1. Staff Report Attachment 1- Resolution Directing Preparation of the Annual Engineer's Reports for Assessment Districts 1983-1, 1983-2, 1986-1, 1997-1, and 1999-1 5.4 Appointment to Tri-Valley Community Television Board The City Council will consider approving the Mayor's recommendation to appoint Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors. STAFF RECOMMENDATION: Approve the Mayor's recommendation of Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors. Staff Report 5.5 Francis Ranch Development Public Art The City Council will consider approving Trumark Homes' proposal for public art at the Francis Ranch development project that is now under construction. The proposed artwork, designed by artist Eric Powell, would be located in future public spaces, which the developer is constructing as part of the project. STAFF RECOMMENDATION: Consider approving the artwork proposal by Trumark Homes for the Francis Ranch development project. Staff Report Attachment 1- Artwork Design Proposal by Artist Eric Powell January 14, 2025 Dublin City Council Regular Meeting Agenda 4 5.6 Alameda County Fire Training Center The City Council will receive a report and consider waiving Site Development Review and entering into an agreement with the County of Alameda regarding enforcement of conditions of approval for the proposed Alameda County Fire Training Center. The project would construct a 7,791-square-foot classroom/administration building, 5,741- square-foot five -story training tower, 915-square-foot Self -Contained Breathing Apparatus/restroom building, 42 parking spaces, and related site improvements on County -owned land located at 5053 Gleason Drive. The County of Alameda, as lead agency for the California Environmental Quality Act, has prepared a Mitigated Negative Declaration for the project. STAFF RECOMMENDATION: Receive the report and adopt the Resolution Waiving Site Development Review and Approving the Agreement Between the City of Dublin and County of Alameda Regarding the Enforcement of Conditions of Approval for the Alameda County Fire Training Center. Staff Report Attachment 1- Resolution Waiving SDR and Approving the Agreement Between the City of Dublin and the County of Alameda Regarding the Enforcement of Conditions of Approval for the Alameda County Fire Training Center Attachment 2 - Exhibit A to Resolution - Agreement Between the City of Dublin and the County of Alameda Regarding the Enforcement of Conditions of Approval for the Fire Training Center Attachment 3 - 1993 Annexation Agreement 5.7 Acceptance of California Department of Justice Tobacco Grant Program The City Council will consider approving a Memorandum of Understanding with the California Department of Justice to accept a grant award from the Tobacco Grant Program for Dublin Police Services. This grant will support increased enforcement of state laws and City ordinances related to the illegal sales and marketing of tobacco, or other nicotine related products, including e-cigarettes, to minors for three fiscal years. The grant will also assist in tobacco -related education provided to minors and local businesses. STAFF RECOMMENDATION: Adopt the Resolution Authorizing the City Manager to Enter Into a Memorandum of Understanding Accepting the Grant Award from the California Department of Justice Under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016. Staff Report Attachment 1- Resolution Authorizing the City Manager to Enter into a Memorandum of Understanding Accepting the Grant Award from the California Department of Justice Under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016 Attachment 2 - Exhibit A to Resolution - Memorandum of Understanding Attachment 3 - Exhibit B to Resolution - Grant Award Summary Attachment 4 - Exhibit C to the Resolution - Grantee Handbook January 14, 2025 Dublin City Council Regular Meeting Agenda 5 5 5.8 Revisions to the Personnel System The City Council will consider proposed changes to the City's Personnel System, specifically the Classification Plan and Salary Plan related to part-time job classifications. STAFF RECOMMENDATION: Adopt the following: 1) Resolution Amending the Classification Plan; and 2) Resolution Amending the Salary Plan for Part -Time Personnel. Staff Report Attachment 1- Resolution Amending the Classification Plan Attachment 2 - Exhibit A to the Resolution - Recreation Leader I Job Specification Attachment 3 - Exhibit B to the Resolution - Recreation Leader II Job Specification Attachment 4 - Exhibit C to the Resolution - Recreation Leader III Job Specification Attachment 5 - Exhibit D to the Resolution - Pool Manager Job Specification Attachment 6 - Exhibit E to the Resolution - Program Specialist Job Specification Attachment 7 - Exhibit F to the Resolution - Head Lifeguard Job Specification Attachment 8 - Resolution Amending the Salary Plan for Part -Time Personnel 6. PUBLIC HEARING 6.1 Housing Element Implementation - Zoning Ordinance Amendments (PLPA-4020- 2024) The City Council will consider City -initiated amendments to the Zoning Ordinance to implement certain programs of the General Plan Housing Element. Amendments are proposed to Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance) . The City Council will also consider an exemption from the requirements of the California Environmental Quality Act. STAFF RECOMMENDATION: Conduct the public hearing, deliberate, waive the reading, and INTRODUCE the Ordinance Approving Amendments to the Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance). Staff Report Attachment 1- Ordinance Approving Amendments to the Zoning Ordinance Attachment 2 - Redline Zoning Ordinance Amendments January 14, 2025 Dublin City Council Regular Meeting Agenda 6 6 Attachment 3 - Planning Commission Resolution No. 24-09 Recommending City Council Approval of Amendments to the Zoning Ordinance Item 6.1 PowerPoint Presentation 6.2 Planned Development Rezoning (PLPA-4094-2024) The City Council will consider a City -initiated rezoning of four residential properties located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential) in response to the recently certified General Plan Housing Element. Pursuant to Housing Element Program B.18: Planned Development (PD) Zoning, City staff has reviewed vacant and underutilized residential properties with existing PD zoning and proposes to rezone these properties to a residential zoning district with established development standards. No development is proposed at this time. The City Council will also consider an exemption from the requirements of the California Environmental Quality Act. STAFF RECOMMENDATION: Conduct the public hearing, deliberate, waive the reading, and INTRODUCE the Ordinance Amending the Zoning Map and Rezoning Property Located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) to R-M (Multi -Family Residential). Staff Report Attachment 1- Ordinance Amending the Zoning Map and Rezoning Property Located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) to R-M (Multi - Family Residential) Attachment 2 - Planning Commission Resolution No. 24-10 Recommending City Council Approval of the Ordinance Amending the Zoning Map and Approving the Rezoning Item 6.2 PowerPoint Presentation 6.3 Amendment to the General Plan to Update the Economic Development Element (PLPA-004079-2024) The City Council will consider an amendment to the General Plan to update the Economic Development Element based on the recently updated Economic Development Strategy. The City Council will also consider an exemption from the requirements of the California Environmental Quality Act. STAFF RECOMMENDATION: Conduct the public hearing, deliberate, and adopt the Resolution Approving a General Plan Amendment to Update the Economic Development Element. Staff Report Attachment 1- Resolution Approving a General Plan Amendment to Update the Economic Development Element Attachment 2 - Exhibit A to the Resolution - Draft Economic Development Element Attachment 3 - Redlined Draft Economic Development Element Attachment 4 - Planning Commission Resolution No. 24-08 Recommending City Council Approval of a General Plan Amendment to Update the Economic Development Element Item 6.3 PowerPoint Presentation January 14, 2025 Dublin City Council Regular Meeting Agenda 7 7 7. UNFINISHED BUSINESS 7.1 Update on the Dublin Boulevard Extension Project and Agreement with Gray -Bowen - Scott for Project Management Services The City Council will receive an update on the Dublin Boulevard Extension Project, which will extend Dublin Boulevard approximately 1.5 miles eastward through unincorporated Alameda County and connect to North Canyons Parkway in Livermore, from its current terminus at Fallon Road. The City Council will also consider approving an agreement with Gray -Bowen -Scott for Project Management Services. STAFF RECOMMENDATION: Receive the report, adopt the Resolution Approving an Agreement with Gray -Bowen -Scott for Project Management Services, and approve the budget change. Staff Report Attachment 1- Resolution Approving an Agreement Between the City of Dublin and Gray -Bowen -Scott for Project Management Services Attachment 2 - Exhibit A to the Resolution - Consulting Services Agreement Between the City of Dublin and Gray -Bowen -Scott for Project Management Services Attachment 3 - Budget Change Form Item 7.1 PowerPoint Presentation 7.2 United States Army's 250th Birthday Celebration at Don Biddle Community Park in Collaboration with Camp Parks The City Council will receive a report on an upcoming event at Don Biddle Community Park, planned in collaboration with Camp Parks, to celebrate the United States Army's 250th Birthday. STAFF RECOMMENDATION: Receive the report. Staff Report Item 7.2 PowerPoint Presentation 8. NEW BUSINESS — None. 9. CITY MANAGER AND CITY COUNCIL REPORTS Brief information only reports from City Council and/or Staff, including committee reports and reports by City Council related to meetings attended at City expense (AB1234). 10. ADJOURNMENT This AGENDA is posted in accordance with Government Code Section 54954.2(a) If requested, pursuant to Government Code Section 54953.2, this agenda shall be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Section 12132) (ADA), and the federal rules and regulations adopted in implementation thereof. To make a request January 14, 2025 Dublin City Council Regular Meeting Agenda 8 for disability -related modification or accommodation, please contact the City Clerk's Office (925) 833-6650 at least 72 hours in advance of the meeting. Upon receiving a request, the City will swiftly resolve requests for reasonable accommodation for individuals with disabilities, consistent with the federal ADA, and resolve any doubt in favor of accessibility. Agenda materials that become available within 72 hours in advance of the meeting, and after publishing of the agenda, will be available at Civic Center, 100 Civic Plaza, and will be posted on the City's website at www.dublin.ca.gov/ccmeetings. Mission The City of Dublin promotes and supports a high quality of life, ensures a safe, secure, and sustainable environment, fosters new opportunities, and champions a culture ofequity, diversity, and inclusion. January 14, 2025 Dublin City Council Regular Meeting Agenda 9 9 r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 3.1 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Presentation and Poem Reading from City of Dublin Poet Laureate Prepared by: Shaun Chilkotowsky, Parks & Community Services Manager EXECUTIVE SUMMARY: The City Council will receive a brief presentation and original poem reading by Richard Deets, City of Dublin Poet Laureate. STAFF RECOMMENDATION: Receive the presentation. FINANCIAL IMPACT: None. DESCRIPTION: Richard Deets, newly appointed City of Dublin Poet Laureate, will provide a brief presentation and read an original poem. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) Water, Water Everywhere - Original Poem by Richard M. Deets Page 1 of 1 10 Attachment I Water, Water Everywhere by Richard M Deets Mother Earth's soul, titanium hard Begged for relief. Bluebells, Dublin hill verbena Wilted in summer's oven. Lightening flashed! Thunder pounded, exploded! Crack! Boom! Clash! Clouds burst tossing sunshine asunder. Rain Bucketed down on hills in bullets. Pitter — Patter! pitter — patter! pitter - patter! Water, water - clear cool water everywhere! Puddles plinked in gilgais, dragon flies Appeared from nowhere seemingly everywhere. Dublin hill flowers unfurled like monarch wings Rising. Thunder rumbled east and water drops Faded into musical chimes, glistening Angel tears. Pitter patter pitter patter Pitter patter. Children puddled in puddles. Water, water - clean cool water everywhere! The sun slipped through clouds casting slanted Beams over hills. A painted arc bridged skies. A child, puddling in puddles shrieked Rainbow! Look at the pretty rainbow over Dublin! Beauty is nature's signature! Rain, her perfect touch! Water, water - clear cool water everywhere! 11 sus DUBLIN STAFF REPORT CITY COUNCIL Agenda Item 3.2 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.JECT : Lunar New Year Proclamation Prepared by: Marissa Clevenger, Administrative Technician EXECUTIVE SUMMARY: The City Council will present the Lunar New Year proclamation. STAFF RECOMMENDATION: Present the Proclamation. FINANCIAL IMPACT: None. DESCRIPTION: The Lunar New Year, also known as the Spring Festival, marks the beginning of a new lunar calendar year. It is a 15-day celebration that includes family gatherings, festive meals, and cultural performances, which ends with the Lantern Festival. According to the Chinese zodiac cycle, 2025 is the Year of the Snake, which is characterized by wisdom, transformation, adaptability, and introspection. The Lunar New Year is celebrated by Asian American communities and others across the nation. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) Lunar New Year 2025 Proclamation Page 1 of 1 12 Attachment I A PROCLAMATION OF THE CITY COUNCIL CITY OF DUBLIN, CALIFORNL4 "Lunar New Year 2025" WHEREAS, the Lunar New Year, also known as the Spring Festival, is celebrated by millions around the world to mark the beginning of a new lunar calendar year, symbolizing renewal, hope, and the promise of prosperity and good fortune; and WHEREAS, 2025 is the Year of the Snake, the sixth animal in the i2-year Chinese Zodiac cycle, which is characterized by wisdom, transformation, adaptability, and introspection; and WHEREAS, the Lunar New Year is a i5-day celebration which starts on the second new moon after the winter solstice and falls between January 21 and February 19; and WHEREAS, it is marked by many traditions such as decorations, community and family gatherings, festive meals, and cultural performances that honor ancestry and the shared values of unity, respect and joy; and WHEREAS, the fifteenth and final day of the holiday is the Lantern Festival to mark the end of the New Year Celebration; and WHEREAS, the City of Dublin appreciates the many contributions of our Asian American communities, enhancing the fabric of our city's rich cultural diversity. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby proclaim January 29, 2025 as the commencement of Lunar New Year 2025 in the City of Dublin and encourages citizens to join in the Lunar New Year celebrations. DATED: January 14, 2025 Councilme can Vice ayor Kashef Qaadri Councilmember Michael McCorriston ouncilmember John Morada 13 r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 3.3 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: 2024 Sponsor Recognition Prepared by: Lauren Marriott, Recreation Coordinator EXECUTIVE SUMMARY: The City Council will recognize sponsors that contributed to City events, programs, and facilities in 2024. STAFF RECOMMENDATION: Recognize the 2024 sponsors. FINANCIAL IMPACT: The City received $106,150 in cash sponsorships and approximately $13,000 in in -kind sponsorships in 2024. Sponsorships help offset the cost of producing special events and operating City programs and facilities, reducing the overall impact on the General Fund. DESCRIPTION: Through its Donation and Sponsorship Policy, the City invites and encourages local businesses and corporations to partner as sponsors of the City, providing cash or in -kind contributions to support City events, programs, and facilities in exchange for appropriate sponsorship recognition. Sponsors who contributed in 2024 are listed in Attachment 1. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted, and sponsors were notified. Page 1 of 2 14 ATTACHMENTS: 1) 2024 City of Dublin Sponsor List Page 2 of 2 15 Attachment 1 2024 Donations & Sponsorship EVENT OR DEPARTMENT CASH IN -KIND ITEM St. Patrick's Day Celebration Stanford Health Care Tri-Valley $ 4,000 Patelco Credit Union $ 1,000 Hope Hospice $ 500 Empower Martial Arts $ 2,000 Xfinity $ 2,000 Grocery Outlet $ 4,000 Sutter Health $ 2,000 East Bay SPCA $ 500 H Mart $ 500 Renewal By Anderson $ 2,000 Guinness $ 3,000 Dosanjh Family Auto Group $ 6,000 Foothill Chiropractic $ 2,000 Ava Community Energy $ 4,000 Provident Credit Union $ 2,000 San Ramon Orthodontics $ 2,000 BODYBAR Pilates $ 2,000 Sage Veterinary Centers $ 2,000 Aloft Hotels $ 130 Hotel Rooms for Entertainment Joya Yoga $ 2,000 Heavenly Greens $ 2,000 Align Health $ 2,000 Safeway $ 4,000 Half Price Books $ 2,000 Shamrock 5K Fun Run and Walk KeyPoint Credit Union $ 2,000 Testa $ 300 $ 700 Car (1 week rental) Orangetheory Fitness $ 350 $ 400 5 Free Passes Empower Martial Arts $ 750 IBEW Local 595 $ 750 Joya Yoga $ 750 Dick's Sporting Goods $ 1,875 Gift Cards Sports Basement $ 750 Gift Cards Celsius $ 2,000 Celsius Cans Picnic Flix Grand Canyon University $ 1,000 East Bay SPCA $ 1,000 Empower Martial Arts $ 500 School of Rock $ 250 Jazzercise $ 250 Elevo Learning $ 250 16 Attachment 1 Splatter Provident Credit Union $ 1,500 Epoch Times $ 1,500 Print Ad School of Rock $ 1,500 Dimen Real Estate Group $ 3,000 BODYBAR Pilates $ 1,500 Grocery Outlet $ 1,500 Half Price Books $ 1,500 Best Day Brewing $ 350 Celsius $ 1,500 Energy Drinks Joya Yoga $ 1,500 KKIQ $ 3,200 Radio Ads iSmile Orthodontics $ 1,500 Patelco Credit Union $ 1,000 Tree Lighting Stanford Blood Center $ 350 New York Life $ 350 Renewal by Andersen $ 350 iSmile Orthodontics $ 350 Harvest Fair Challenge Dairy $ 250 Butter/Heavy whipping cream Patelco Credit Union $ 250 Stanford Blood Center $ 500 Stratford School $ 400 Empower Martial Arts $ 500 Jazzercise Dublin $ 500 Sage Veterinary Centers $ 500 Dublin Dentistry $ 500 Renewal by Andersen $ 500 iSmile Orthodontics $ 500 Floating Pumpkin Patch Stanford Blood Center $ 300 Trader Joe's $ 50 Gift Cards Safeway $ 100 Gift Cards Sprouts $ 525 Pumpkins Farmers Market / Summer Concert Series Dubs Drum Basement $ 3,000 Dr. Michael Gabrielson $ 2,000 iSmile Orthodontics $ 2,000 Renewal by Anderson $ 4,000 MTC/ FasTrak $ 300 Calphin Swim Academy $ 300 Grace Family Church $ 600 BODYBAR Pilates $ 900 17 Attachment 1 WuKong Education $ 600 School of Rock $ 700 Empower Martial Arts $ 1,050 KeyPoint Credit Union $ 1,050 AFB Construction $ 350 Stanford Health Care Tri-Valley $ 350 Jazzercise $ 350 Breakfast with Santa iSmile Orthodontics $ 350 New York Life $ 350 Stanford Blood Center $ 350 Trail Challenge Orangetheory Fitness $ 250 The Well Studio $ 250 Jazzercise $ 250 Empower Martial Arts $ 250 Pacific Catch $ 250 $ 150 Gift Card Sports Basement $ 50 Gift Cards In-N-Out Burger $ 90 Gift Cards Senior Center Holiday Boutique - Neighborly Senior Placement $ 300 Dublin Police Services Altamont Cruiser $ 3,500 TOTAL $ 106,150 $13,120 18 2024 Sponsor Recognition City Council Meeting — Item 3.3 January 14, 2025 II DUBLIN CALIFORNIA 19 2024 Sponsorship Overview • $106,150 received in cash sponsorships. • $12,990 received in in -kind sponsorships. • Funds and donated goods are used to offset the costs of producing special events and running programs, facilities and services. St. Patrick's Day Celebration VM DUBLIN 21 CALIFORNIA Spring Eggstravaganza Isuy&Orhodontics Dublin Pediatric Dentistry &Orthodontics DUBLIN CALIFORNIA Farmers' Market & Summer Concert Series CALIFORNIA Picnic Flix GRAND CANYO UNIVERSITY sM DUBLIN CALIFORNIA Splatter V VM DUBLIN CALIFORNIA Harvest Fair & Ghosts of Dublin IIPOI DUBLIN CALIFORNIA Holiday Tree Lighting & Breakfast with Santa IPM DUBLIN CALIFORNIA Senior Center Events rcat passionate & endable in -home care DUBLIN CALIFORNIA 28 EMPOWER CVAqt, MARTIAL ARTS DUBS ALL THINGS DRUMS STANFORD 419 RLr¢QI} MITER STRATFORD SCHOOL BODYBAR PILATES HALF PRICE BOOKS xEcoans. MAGAZINES Fe Stanford E 'PIIT MEDICINE c11ort waw iSmile ORTHODONTICS rint:PROVIDENT rfiCREDIT UNION To SL.n Health Care -Itgley 9aek Pain, h PBIn HePdPdhr FI Iigl {:r'ilxi LA PIHI:w.IIIlu'I AUTO GROUP SAFEWAY 0, ( CELSIULIVE S. Renewal bvAndersen WINDOW REPLACEMENT an Andersen ompany ;cfinity Ye Ava M ART »n9ethe0ry*, DIAGEO Vubl&r, & Thuw,tin EASI MAN SPCA F11oFr 61.P F L 1 FI• UL E ASA N TON LIIMA"NI SPWITINS SWIM, J2YA BRAND CANYON LINJVEi S,Tr fliAzzazasE CiPatelcos CREDIT UNION Sutter Health DUBLIN CALIFORNIA 29 ThankYou! DUBLIN CALIFORNIA r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 3.4 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Recognition of the Altamont Cruisers Car Club for their Donation to Dublin Police Services Prepared by: Meagan Hanna, Administrative Aide EXECUTIVE SUMMARY: The City Council will recognize the Altamont Cruisers Car Club for their recent donation of $3,500. The donation will be used for operating supplies for the Crime Prevention Unit. STAFF RECOMMENDATION: Formally accept the donation and present a Certificate of Recognition to the donor. FINANCIAL IMPACT: Upon acceptance of the donation, Staff will reflect the $3,500 in both revenue and expenditures in the Fiscal Year 2024-25 Police Services Budget. DESCRIPTION: In December of 2024, the Altamont Cruisers Car Club donated $3,500 to Dublin Police Services to assist with ongoing youth programs such as the Bicycle Safety Program, the Youth Academy, and the Explorer Program. The City Council will accept the donation and present a Certificate of Recognition to the Altamont Cruisers Car Club. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. Page 1 of 2 31 ATTACHMENTS: 1) Altamont Cruisers Car Club Certificate of Recognition Page 2 of 2 32 Attachment I CER TIFICA TE OF RECOGNITION Presented to the ALTAMONT CRUISERS CAR CLUB In Special Recognition and Appreciation for Your Generous Donation of $3,500 Supporting the Dublin Police Services Crime Prevention Unit. Presented by the City Council of the City of Dublin January 14, 2025 Councilme Jean J Vice ayor Kashef Qaadri Councilmember Michael McCorriston ncilmember John Morada 33 II DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 3.5 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU ELECT : Recognition of the 2024 "Deck the Homes" Holiday Home Decorating Contest Winners Prepared by: Jennifer Li Marzi, Recreation Technician EXECUTIVE SUMMARY: The City Council will receive a presentation on the 2024 "Deck the Homes" Holiday Home Decorating Contest and present Certificates of Recognition to the winners. STAFF RECOMMENDATION: Present the Certificates. FINANCIAL IMPACT: Expenses for the program are included in the annual operating budget. DESCRIPTION: Background Introduced in 2018, the "Deck the Homes" Holiday Home Decorating Contest is intended to celebrate residents who promote holiday cheer by decorating their homes and yards for the holiday season. Organized by the Parks and Community Services Department, the program utilizes the Parks and Community Services Commissioners as judges. Individual homes are judged in six categories. Winners receive a yard sign, a $50 gift card to a local business, and a Certificate of Recognition from the City Council. To promote the Holiday Home Decorating Contest, Staff utilized the City's website and social media platforms, in addition to sending invitations to past participants. The deadline for submissions was December 6, 2024. A total of 19 contest applications were received. Parks and Community Services Commissioners individually judged participating homes by visiting locations December 9-12, 2024. Page 1 of 2 34 On December 16, 2024, the Parks and Community Services Commission voted on five category winners, as shown in the table below. This year the People's Choice Award was introduced to provide the public with a chance to participate in the voting. The contest winners were notified via email on December 17, 2024. Photos of the 2024 contest winners are included with this Staff Report (Attachment 1). Homes were judged based on the following categories and criteria: • People's Choice Award - Public voting • Winter Wonderland Award - Best use of music, movement, and technology • Spotlight Award - Judge's choice • Over Inflated - Best use of inflatables • Deck the Halls Award - Best condo/apartment • Dashing Debut Award - First year contest entries Table 1: Contest Winners Award Categories Winning Home Address People's Choice 7951 Peppertree Rd. Winter Wonderland 8645 Ardmore Pl. Spotlight 7574 Sutton Ln. Over Inflated 6815 Ione Way Deck the Halls 3654 Aviano Way Dashing Debut 7951 Peppertree Rd. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) 2024 Holiday Home Decorating Contest Winners Page 2 of 2 35 Contest Winners Attachment I 2024 "Deck the Homes" Holiday Home Decorating Contest ote DUBORNIALIN CALIF 36 People's Choice Award Bruland-Glimcher Family — 7951 Peppertree Rd. Attachment I VM DUBLIN CALIFORNIA Public Voting ED Winter Wonderland Award Grymonprez Family — 8645 Ardmore Pl. Attachment I V VM DUBLIN Best Use of Music, Movement & Technology 38 CALIFORNIA SPIPM DUBLIN CALIFORNIA Attachment I Spotlight Award Bonato Family — 7574 Sutton Ln. Judge's Choice 39 Over Inflated Award McCormack Family — 6815 lone Way Attachment I VM DUBLIN Best Use of Inflatables 40 CALIFORNIA Deck the Halls Award Dhot Family — 3654 Aviano Way Attachment I VM DUBLIN Best Condo/Apartment 41 CALIFORNIA Dashing Debut Award Bruland-Glimcher Family — 7951 Peppertree Rd. Attachment I VM DUBLIN First Year Contest Entries 42 CALIFORNIA 2024 "Deck the Homes" Holiday Home Decorating Contest City Council Meeting — Item 3.5 January 14, 2025 11 DUBLIN CALIFORNIA 43 Deck the Homes • 7tnYear for Residential Home Decorating Contest. • Judges -Commissioners from the Parks & Community Services Commission and the public. • Winners selected at the December 16, 2024, Parks & Community Services Commission meeting. • Award winners received yard signs, Certificates of Recognition and a gift card to a local business. 44 Deck the Homes • 19 individual homes • 6 categories: o People's Choice Award — PublicVoting (NEW) o Winter Wonderland Award - Best use of Music, Movement, &Technology o Spotlight Award -Judges' Choice o Over -Inflated Award - Best use of Inflatables o Deck the Halls Award - Best Decorated Apartment/Condo/Balcony/Door o Dashing Debut Award - FirstYear Contest Participant 45 Deck the Homes Map • Map of the Contest Participants • Shared on Social Media • On the City Website i •istian Schools 0 uhtln till Dublin High tol FCI Dublin ICOM AHDORSKI VILLAGE K1 Speed - Indoor Go Karts. Corporate.. 0 Gleason Dr di;lk Emerald Glen Pk .• Gleasoilp Dublin 9+va P ana Hi Park 0 Jose Maria Amador 0 Elementary School a'Ra Fallon Sports Park WESTPORT VILLAGE so Dr I WJacl.�o�, Contest Winners VM DUBLIN CALIFORNIA 47 People's Choice Award (New) Bruland-Glimcher Family — 7951 Peppertree Road VM DUBLIN Voted on by Community Members 48 CALIFORNIA Winter Wonderland Award Grymonprez Family — 8645 Ardmore Place VM DUBLIN CALIFORNIA Best Use of Music, Movement & Technology 49 Spotlight Award Bonato Family — 7574 Sutton Lane VM DUBLIN Judge's Choice 50 CALIFORNIA Over Inflated Award McCormack Family — 6815 lone Way V VM DUBLIN Best Use of Inflatables CALIFORNIA Deck the Halls Award Dhot Family — 3654 Aviano Way VM DUBLIN CALIFORNIA Best Condo/Apartment Ea Dashing Debut Award Bruland-Glimcher Family — 7951 Peppertree Road VM DUBLIN CALIFORNIA First Year Contest Entry ThankYou! VM DUBLIN 2024 Winners 54 CALIFORNIA r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 3.6 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Employee Introduction Prepared by: Sarah Monnastes, Human Resources Director EXECUTIVE SUMMARY: New City of Dublin Staff member, Robert Magno, Assistant Civil Engineer with the Public Works Department, will be introduced. STAFF RECOMMENDATION: Welcome the new City of Dublin staff member. FINANCIAL IMPACT: None. DESCRIPTION: New City of Dublin Staff member, Robert Magno, Assistant Civil Engineer with the Public Works Department, will be introduced. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: None. Page 1 of 1 55 r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 5.1 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.JECT: Approval of December 17, 2024 Regular City Council Meeting Minutes Prepared by: Marsha Moore, MMC, City Clerk EXECUTIVE SUMMARY: The City Council will consider approval of the minutes of the December 17, 2024 Regular City Council Meeting. STAFF RECOMMENDATION: Approve the minutes of the December 17, 2024 Regular City Council Meeting. FINANCIAL IMPACT: None. DESCRIPTION: The City Council will consider approval of the minutes of the December 17, 2024 Regular City Council Meeting. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) December 17, 2024 Regular City Council Meeting Minutes Page 1 of 1 56 DUBLIN CALIFORNIA iL MINUTES OF THE CITY COUNCIL OF THE CITY OF DUBLIN Regular Meeting: December 17, 2024 Attachment I The following are minutes of the actions taken by the City of Dublin City Council. A full video recording of the meeting with the agenda items indexed and time stamped is available on the City's website at: https://dublin.ca.gov/ccmeetings REGULAR MEETING 7:00 PM A Regular Meeting of the Dublin City Council was held on Tuesday, December 17, 2024, in the City Council Chamber. The meeting was called to order at 7:06 PM, by Mayor McCorriston. 1) CALL TO ORDER Attendee Name Michael McCorriston, Mayor Dr. Sherry Hu, Vice Mayor Jean Josey, Councilmember Kashef Qaadri, Councilmember Janine Thalblum, Councilmember Status Present Present Present Present Present 2) PLEDGE OF ALLEGIANCE 3) PRESENTATIONS AND PROCLAMATIONS 3.1) Presentation from Visit Tri-Valley The City Council received a presentation from Tracy Farhad, President and CEO of Visit Tri- Valley, about a proposed multi -use event center in the City of Dublin. Tim Sbranti provided public comment. David Haubert provided public comment. 4) PUBLIC COMMENT Brent Songey provided public comment. Musa Tariq provided public comment. DUBLIN CITY COUNCIL MINUTES REGULAR MEETING D EC EM BER 17, 2024 57 Rabia Badar provided public comment. 5) CONSENT CALENDAR 5.1) Approved the minutes of the December 3, 2024 Regular City Council Meeting. 5.2) Approved the 2025 City Council Meeting Calendar. 5.3) Received the Annual Comprehensive Financial Report (ACFR) for the Fiscal Year ending June 30, 2024 and the following supplemental reports: 1) a compliance audit of Alameda County Transportation Commission Measure B Funds; 2) a compliance audit of Alameda County Transportation Commission Measure BB Funds; 3) a compliance audit of Alameda County Transportation Commission Measure F Fund Vehicle Registration Fee Program; 4) a compliance audit of the State of California Transportation Development Act (TDA) Fund; 5) a compliance examination of the American Rescue Plan Act (ARPA) Fund; 6) review of the City's Annual Appropriations Limit Calculation; and 7) a report on Internal Controls. 5.4) Accepted the Annual Report of Developer Impact Fee Funds Deposits; adopted Resolution No. 144-24 titled, "Making Findings Regarding Unexpended Traffic Impact Fees for Fiscal Year 2023-24;" and approved the budget change. 5.5) Received the report of payments issued from November 1, 2024 - November 30, 2024, totaling $10,169,496.85. 5.6) Adopted Resolution No. 145-24 titled, "Amending the Classification Plan." On a motion by Councilmember Josey, seconded by Councilmember Thalblum, and by unanimous roll call vote, the City Council adopted the Consent Calendar. RESULT: ADOPTED [UNANIMOUS] MOVED BY: Jean Josey, Councilmember SECOND: Janine Thalblum, Councilmember AYES: McCorriston, Josey, Hu, Qaadri, Thalblum 6) PUBLIC HEARING - None. 7) UNFINISHED BUSINESS - None. 8) NEW BUSINESS DUBLIN CITY COUNCIL MINUTES REGULAR MEETING D EC EM BER 17, 2024 58 8.1) Certification of November 5, 2024 Election Results The City Council received a presentation on the November 5, 2024 election results for the offices of Mayor, City Councilmember - District 1, City Councilmember - District 3, and Measures II and JJ. On a motion by Councilmember Qaadri, seconded by Councilmember Thalblum, and by unanimous roll call vote, the City Council adopted Resolution No. 146-24 titled, "Reciting the Facts of the General Municipal Election Held on November 5, 2024, Declaring the Results Thereof, and Such Other Matters as are Provided by Law; declared Ordinance No. 14-24 titled, "Amending a Provision of the Dublin General Plan that was Added by the Dublin Open Space Initiative of 2014," duly adopted by the people; and, declared Ordinance No. 15-24 titled, "Adopting the Dublin Government Accountability Act," duly adopted by the people. RESULT: ADOPTED [UNANIMOUS] MOVED BY: Kashef Qaadri, Councilmember SECOND: Janine Thalblum, Councilmember AYES: McCorriston, Josey, Hu, Qaadri, Thalblum 8.2) Presentation to Outgoing Councilmember Janine Thalblum The City Council made presentations to outgoing Councilmember Janine Thalblum, in appreciation of her dedicated service to the City. Councilmember Thalblum received recognition from Caroline Francois on behalf of Congressman DeSaulnier's office, Rosa Rodriguez on behalf of Assemblymember Ortega's Office, Lauren Howe on behalf of Assemblymember Bauer-Kahan's Office, BART Director Melissa Hernandez, and Alameda County Supervisor David Haubert. Councilmember Thalblum left the dais. 8.3) Administration of Oath of Office to Councilmembers-elect Michael McCorriston and .bhn Morada and Mayor -elect Sherry Hu The Oath of Office was administered to Councilmembers-elect Michael McCorriston and John Morada and Mayor -elect Sherry Hu. Councilmembers McCorriston and Morada, and Mayor Hu took their seats at the dais. 8.4) Selection of Vice Mayor The City Council's policy is to select, in December of each year, a member of the City Council to serve as Vice Mayor for a period of one year. In the absence of the Mayor, the Vice Mayor would become Mayor Pro Tempore and would assume the temporary responsibilities of the Mayor. DUBLIN CITY COUNCIL MINUTES REGULAR MEETING D EC EM BER 17, 2024 59 Mayor Hu nominated Councilmember Kashef Qaadri as Vice Mayor. On a motion by Councilmember McCorriston, seconded by Councilmember Josey, and by unanimous vote, Councilmember Qaadri was appointed to serve as Vice Mayor for a one- year period from December 2024 - December 2025. RESULT: APPOINTED [UNANIMOUS] MOVED BY: Michael McCorriston, Councilmember SECOND: Jean Josey, Councilmember AYES: Hu, Josey, McCorriston, Morada, Qaadri 8.5) Mayor's Appointment to City Com m issions and Committees Mayor Hu recommended the following appointments: Heritage and Cultural Arts Commission Shweta Agrawal, Jain Archana, Dashrath Sankhe, and Julia Tomtania each to four-year terms which expire December 2028; and alternate Victoria Liu to a two-year term which expires in December 2026. Human Services Commission Vasanth Chetan, Siyu Henningsen, and Adam Lumia each to four-year terms which expire December 2028; and alternates Bradyn Shaw and Naveena Rudrapada each to two-year terms which expire in December 2026. Parks and Community Services Commission Racheal Matheny and Pradeep Routra each to four-year terms which expire December 2028; and alternates Pawan Sohi and Sumit Aneja each to two-year terms which expire in December 2026. Planning Commission Srinivas Badami, Guanghui Han, and Jaisena Prasath each to four-year terms which expire December 2028; and alternates John Wu and Suresh Puli each to two-year terms which expire December 2026. Senior Center Advisory Committee Steve Kau and Tao Luo each to four-year terms which expire December 2028; and alternates Michael Goldstein and Regis Harvey each to two-year terms which expire December 2026. On a motion by Vice Mayor Qaadri, seconded by Councilmember McCorriston, and by a four - to -one roll call vote, the City Council confirmed Mayor Hu's appointments to the various commissions and committees. DUBLIN CITY COUNCIL MINUTES REGULAR MEETING D EC EM BER 17, 2024 60 RESULT: CONFIRMED [4-to-1] MOVED BY: Kashef Qaadri, Vice Mayor SECOND: Michael McCorriston, Councilmember AYES: Hu, McCorriston, Morada, Qaadri NOES: Josey 8.6) City Council Committee Appointments and Assignments Each member of the City Council represents the City of Dublin on various local and regional boards, committees, and commissions. The City Council discussed the Mayor's proposed appointments. On a motion by Councilmember McCorriston, seconded by Councilmember Josey, and by unanimous vote, the City Council adopted Resolution No. 147-24 titled, "Confirming the Mayor's Appointments to Various Local and Regional Boards, Committees, and Commissions," with Exhibit A amended to appoint Councilmembers Josey and McCorriston as members and Mayor Hu as alternate to Livermore-Amador Valley Transit Authority (LAVTA), and appoint Mayor Hu as alternate for AVA Community Energy; and directed Staff to notify affected agencies, as appropriate. RESULT: ADOPTED [UNANIMOUS] MOVED BY: Michael McCorriston, Councilmember SECOND: Jean Josey, Councilmember AYES: Hu, Josey, McCorriston, Morada, Qaadri 8.7) Appointment of City of Dublin Historian and Poet Laureate The City Council considered the appointment of a City of Dublin Historian to a term from January 1, 2025 to December 31, 2028, and Poet Laureate for a term from January 1, 2025 to December 31, 2026. On a motion by Councilmember Josey, seconded by Councilmember Morada, and by unanimous vote, the City Council confirmed the Mayor's re -appointment of Steve Minniear to the position of City of Dublin Historian and appointment of Richard Deets to the position of City of Dublin Poet Laureate. RESULT: ADOPTED [UNANIMOUS] MOVED BY: Jean Josey, Councilmember SECOND: John Morada, Councilmember AYES: Hu, Josey, McCorriston, Morada, Qaadri DUBLIN CITY COUNCIL MINUTES REGULAR MEETING D EC EM BER 17, 2024 61 9) CITY MANAGER AND CITY COUNCIL REPORTS The City Council and Staff provided brief information -only reports, including committee reports and reports related to meetings attended at City expense (AB1234). By consensus, the City Council agreed to formally name the City Council Chamber after Pete Snyder, Dublin's first Mayor; directed Staff to move forward with putting a flagpole at Fallon Sports Park; and directed Staff to invite five students from the Dashrath Sankhe Cricket Academy (DSCA) cricket team and USA Cricket Men's U19 Squad member, Advaith Krishna to a future Council meeting to receive certificates of recognition. 10) ADJOURNMENT Mayor Hu adjourned the meeting at 8:59 PM. Mayor ATTEST: City Clerk DUBLIN CITY COUNCIL MINUTES REGULAR MEETING D EC EM BER 17, 2024 62 Agenda Item 5.2 STAFF REPORT DUBLIN CITY COUNCIL CALIFORNIA DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Annual Proclamation Prepared by: Marissa Clevenger, Administrative Technician EXECUTIVE SUMMARY: The City Council will review the Official List of Proclamations and consider approval of the Annual Proclamation. STAFF RECOMMENDATION: Accept the Official List of Proclamations and approve the Annual Proclamation. FINANCIAL IMPACT: None. DESCRIPTION: The City maintains an Official List of Proclamations that contains proclamations that have previously been presented or requested by the City Council on an annual basis, as well as proclamations recognized nationally through the Federal Register. According to the process approved by the City Council in September 2022, Staff brings the Official List back to the City Council for review and approval each January. The City Council approves a single, comprehensive proclamation recognizing each of the individual proclamations from the Official List. Staff then publishes the Official List on the City website and recognizes the proclamations through social media throughout the year. Community members who wish to receive a proclamation in person at a City Council meeting can request via the City's website to have it prepared and presented. Attached is the Official List for 2025, updated with two new proclamations approved by the City Council in 2024, Prescription Drug Abuse and Awareness Month and National Pet Care for All Day. Page 1 of 2 63 There also is one new proclamation from the Federal Register 2024, "Care Workers Recognition Month." Staff recommends that the City Council accept this as the City of Dublin Official List of Proclamations for 2025 and approve the Annual Proclamation. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) Official Proclamation List 2025 2) Annual Proclamation 2025 Page 2 of 2 64 Attachment I City of Dublin Official List of Proclamations(2025) AN UARY Mentoring Month Stalking Awareness Month Slavery and Human Trafficking Prevention Month Lunar New Year FEBRUARY Teen Dating Violence Awareness and Prevention Month African American History Month/ Black History Month American Heart Month Career and Technical Education Month Ramadan MARCH Women's History Month Irish -American Heritage Month Colorectal Cancer Awareness Month American Red Cross Month Meals on Wheels Disabilities Awareness Month Prescription Drug Abuse Awareness Month APRIL Arbor Day Sexual Assault Awareness and Prevention Month Donate Life Month Cancer Control Month Financial Capability Month Child Abuse Prevention Month Second Chance Month Fair Housing Month Crime Victims' Rights Week Month of the Military Child Arab American Heritage Month Library Week Arts, Culture, and Creativity Month Pet Care for All Day Care Workers Recognition Month MAY Bike Month and Bike to Work Day Small Business Week Public Works Week Affordable Housing Month Lupus Awareness Month Mental Health Awareness Month Physical Fitness and Sports Month 65 Building Safety Month Foster Care Month Older Americans Month Jewish American Heritage Month Asian American and Pacific Islander Heritage Month Correctional Workers Week Job's Daughters International Day Municipal Clerk's Week JUNE LGBTQ+ Pride Month and Flag Raising Flag Day and National Flag Week National Ocean Month Caribbean American Heritage Month Homeownership Month Great Outdoors Month African American Music Appreciation Month Juneteenth Gun Violence Awareness Day and Month World Elder Abuse Day and Month Immigrant Heritage Month JULY Pledge to America's Workers Month AUGUST National Night Out American Muslim Appreciation and Awareness Month SEPT EM BER Suicide Prevention Awareness Month Hispanic Heritage Month Childhood Cancer Awareness Month Wilderness Month Prostate Cancer Awareness Month Preparedness Month Ovarian Cancer Awareness Month Childhood Obesity Awareness Month Recovery Month United Against Hate Constitution Week Sickle Cell Awareness Month OCTOBER Walk and Roll to School Fire Prevention Week Red Ribbon Week Bullying Prevention Month & Unity Day Breast Cancer Awareness Month Domestic Violence Awareness Month Youth Justice Action Month 66 Disability Employment Awareness Month Cybersecurity Awareness Month Arts and Humanities Month Global Diversity Awareness Month Manufacturing Day Children's Environmental Health Month Diwali Hindu American Awareness and Appreciation Month Clean Energy Action Month Substance Abuse Awareness Month Italian American Heritage Month German American Heritage Month World Polio Day Mid -Autumn Festival / Moon Festival N OVEMBER Native American Heritage Month Family Caregivers Month Diabetes Month Entrepreneurship Month Critical Infrastructure Security and Resilience Month College Application Month Alzheimer's Disease Awareness Month Adoption Month Veterans and Military Families Month American History and Founders Month Lung Cancer Awareness Month Pancreatic Cancer Awareness Month Small Business Saturday D EC EM BER Impaired Driving Prevention Month 67 Attachment 2 A PROCLAMATION OF THE CITY OF DUBLIN, CALIFORNIA "Annual Proclamation 2025" WHEREAS, the City of Dublin wishes to recognize organizations within the City by publicly and formally declaring notable occasions by the issuance of proclamations; and WHEREAS, at its January 14, 2025 meeting, the City Council adopted an updated Official List of Proclamations for the City of Dublin; and WHEREAS, the City of Dublin invites organizations to ceremonially receive proclamations throughout the year; and WHEREAS, the City of Dublin promotes and supports a high quality of life, ensures a safe, secure, and sustainable environment, fosters new opportunities, and champions a culture of equity, diversity, and inclusion. NOW, THEREFORE, BE IT RESOLVED in support of the City of Dublin mission, the Dublin City Council does hereby proclaim the following in 2025 throughout the City of Dublin: January Mentoring Month Stalking Awareness Month Slavery and Human Trafficking Prevention Month Lunar New Year April Arbor Day Sexual Assault Awareness and Prevention Month Donate Life Month Cancer Control Month Financial Capability Month Child Abuse Prevention Month Second Chance Month Fair Housing Month Crime Victims' Rights Month Month of the Military Child Arab American Heritage Month Library Week Arts, Culture, and Creativity Month Pet Care for All Day Care Workers Recognition Month February Teen Dating Violence Awareness and Prevention Month African American History Month/ Black History Month American Heart Month Career and Technical Education Month Ramadan May Small Business Week Public Works Week Affordable Housing Month Lupus Awareness Month Mental Health Awareness Month Physical Fitness and Sports Month Building Safety Month Foster Care Month Older Americans Month Jewish American Heritage Month Asian American and Pacific Islander Heritage Month Correctional Workers Week Job's Daughters International Day Municipal Clerk's Week Bike Month and Bike to Work Day March Women's History Month Irish American Heritage Month Colorectal Cancer Awareness Month American Red Cross Month Meals on Wheels Disabilities Awareness Month Prescription Drug Abuse Awareness Month June LGBTQ+ Pride Month and Flag Raising Flag Day and National Flag Week National Oceans Month Caribbean -American Heritage Month Homeownership Month Great Outdoors Month African American Music Appreciation Month Juneteenth Gun Violence Awareness Day and Month World Elder Abuse Day and Month Immigrant Heritage Month 68 July Pledge to America's Workers Month October Walk and Roll to School Fire Prevention Week Red Ribbon Week Bullying Prevention Month & Unity Day Breast Cancer Awareness Month Domestic Violence Awareness Month Youth Justice Action Month Disability Employment Awareness Month Cybersecurity Awareness Month Arts and Humanities Month Global Diversity Awareness Month Manufacturing Day Children's Environmental Health Month Diwali Hindu American Awareness and Appreciation Month Clean Energy Action Month Substance Abuse Awareness Month Italian American Heritage Month German American Heritage Month World Polio Day Mid -Autumn Festival / Moon Festival Mayor Sher ,' u Councilme&Jean August National Night Out American Muslim Appreciation and Awareness Month November Native American Heritage Month Family Caregivers Month Diabetes Month Entrepreneurship Month Critical Infrastructure Security and Resilience Month College Application Month Alzheimer's Disease Awareness Month Adoption Month Veterans and Military Families Month American History and Founders Month Lung Cancer Awareness Month Pancreatic Cancer Awareness Month Small Business Saturday September Suicide Prevention Awareness Month Hispanic Heritage Month Childhood Cancer Awareness Month Wilderness Month Prostate Cancer Awareness Month Preparedness Month Ovarian Cancer Awareness Month Childhood Obesity Awareness Month Recovery Month United Against Hate Constitution Week Sickle Cell Awareness Month December Impaired Driving Prevention Month Vice ayor Kashef Qaadri Councilmember Michael McCorriston Acrii„l, ouncilmember John Morada 69 r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 5.3 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT : Directing Preparation of Annual Engineer's Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1 Prepared by: Julius Pickney, Management Analyst II EXECUTIVE SUMMARY: The City Council will consider directing preparation of the Annual Engineer's Reports for the five Assessment Districts. STAFF RECOMMENDATION: Adopt the Resolution Directing Preparation of the Annual Engineer's Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1. FINANCIAL IMPACT: The cost of preparing the Engineer's Reports is included in the Fisal Year 2024-25 budget and is paid by each respective Assessment District. DESCRIPTION: The procedure for establishing annual maintenance assessments is governed by the Landscaping and Lighting Act of 1972, which is State Law codified in the Streets and Highways Code. The procedure requires that the City Council direct preparation of Engineer's Reports each year. Once the preliminary reports are prepared, the preliminary reports will be presented to the City Council for consideration and approval. Subsequently, the City Council will consider the final reports and consider ordering the levy of assessments during a public hearing. The proposed resolution authorizes the City Engineer to begin preparation of the required Page 1 of 2 70 Engineer's Reports for the five City of Dublin Assessment Districts described below. Street Lighting Maintenance District 1983-1 This District was formed with the initial assessment in the 1984-1985 tax year. The District was established to replace the County Service Area, which had paid maintenance and energy costs for public streetlights within the City of Dublin. The boundary of this Assessment District encompasses the entire City, except for areas within Street Lighting Maintenance District 1999-1 and within Community Facilities District No. 2017-1. Landscaping and Lighting District 1983-2 (Stagecoach Road) This District was formed with the initial assessment in the 1985-86 tax year. The District provides funds for the maintenance of certain landscape improvements along Stagecoach Road. The District's boundaries include all of Tract 4719 and cover the 150-unit single-family Dublin Hills Estates and the Amador Lakes apartments. Landscaping and Lighting District 1986-1 (Villages at Willow Creek) This District was formed with the initial assessment in the 1987-88 tax year. The District encompasses the Villages at Willow Creek development along Dougherty Road, north of Amador Valley Boulevard. The boundary includes apartment complexes, condominiums, and a 145-unit single family development (Ridgecreek). Landscaping and Lighting District 1997-1 (Santa Rita Area) This District was formed at the request of the Alameda County Surplus Property Authority and the initial assessment was levied in the 1997-98 tax year. The area covered by this District is bound by Gleason Drive on the north, Interstate 580 on the south, Arnold Road on the west, and Tassajara Road on the east. Street Lighting Maintenance District 1999-1 (Dublin Ranch) This District was formed with the initial assessment in the 1999-2000 tax year. The District funds the electric energy, maintenance, and repair costs associated with street lighting installed in Dublin Ranch, Clifton Park, Fallon Village, Jordan Ranch, Tassajara Hills, and Francis Ranch. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) Resolution Directing Preparation of the Annual Engineer's Reports for Street Lighting Maintenance District 1983-1, Landscape and Lighting District 1983-2, Landscape and Lighting District 1986-1, Landscape and Lighting District 1997-1, and Street Lighting Maintenance District 1999-1 Page 2 of 2 71 Attachment I RESOLUTION NO. XX - 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN DIRECTING PREPARATION OF THE ANNUAL ENGINEER'S REPORTS FOR STREET LIGHTING MAINTENANCE DISTRICT 1983-1, LANDSCAPE AND LIGHTING DISTRICT 1983-2, LANDSCAPE AND LIGHTING DISTRICT 1986-1, LANDSCAPE AND LIGHTING DISTRICT 1997-1, AND STREET LIGHTING MAINTENANCE DISTRICT 1999-1 WHEREAS, on February 28, 1983, by Resolution No. 9-83, the City Council initiated proceedings, and on August 2, 1983, by Resolution No. 38-83, the City Council ordered the formation of City of Dublin Street Lighting Maintenance District No. 1983-1 ("the District") pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, "the Act"); and WHEREAS, on January 23, 1984, by Resolution No. 10-84, the City Council initiated proceedings, and on January 23, 1984, by Resolution No. 11-84, the City Council ordered the formation of City of Dublin Landscape and Lighting District No. 1983-2 ("the District") pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, "the Act"); and WHEREAS, on November 10, 1986, by Resolution No. 128-86, the City Council initiated proceedings, and on November 10, 1986, by Resolution No. 129-86, the City Council ordered the formation of City of Dublin Landscape and Lighting District No. 1986-1 ("the District") pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, "the Act"); and WHEREAS, on July 23, 1996, by Resolution No. 94-96, the City Council initiated proceedings, and on October 1, 1996, by Resolution No. 115-96, the City Council ordered the formation of City of Dublin Landscape and Lighting District No. 1997-1 ("the District") pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, "the Act"); and WHEREAS, on March 16, 1999, by Resolution No. 37-99, the City Council initiated proceedings, and on August 3, 1999, by Resolution No. 153-99, the City Council ordered the formation of City of Dublin Street Lighting Maintenance District No. 1999-1 ("the District") pursuant to the provisions of the Landscaping and Lighting Act of 1972 (commencing at Section 22500 of the California Streets and Highways Code) (hereinafter, "the Act"); and WHEREAS, Section 22620 et seq of the Act provides for the levy of annual assessments after formation of the Districts. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin hereby designates the City Engineer, or their designee, as Engineer for purposes of preparing and filing with the Clerk a written report in accordance with Section 22565 et seq of the Act; said Engineer is hereby directed to apportion said assessments in accordance to the benefits received from said improvements by the lots, pieces and parcels of land within the District, and said Engineer is hereby directed to accomplish such preparation and filing forthwith. Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 2 72 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 73 r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 5.4 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT : Appointment to Tri-Valley Community Television Board Prepared by: Jordan Foss, Management Analyst 11 EXECUTIVE SUMMARY: The City Council will consider approving the Mayor's recommendation to appoint Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors. STAFF RECOMMENDATION: Approve the Mayor's recommendation of Deputy City Manager Hazel Wetherford as the Dublin representative on the Tri-Valley Community Television Board of Directors. FINANCIAL IMPACT: None. DESCRIPTION: Tri-Valley Community Television is a non-profit corporation established to promote and help coordinate the production of community service television in the Tri-Valley area. The non-profit corporation is governed by a Board of Directors composed of representatives from the cities of Dublin, Livermore, and Pleasanton. Currently, City Manager Colleen Tribby serves on the Board of Directors. The Mayor is recommending Deputy City Manager Hazel Wetherford to replace the City Manager on the Board of Directors. STRATEGIC PLAN INITIATIVE: None. Page 1 of 2 74 NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: None. Page 2 of 2 75 Agenda Item 5.5 DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Francis Ranch Development Public Art Prepared by: Shaun Chilkotowsky, Parks & Community Services Manager EXECUTIVE SUMMARY: The City Council will consider approving Trumark Homes' proposal for public art at the Francis Ranch development project that is now under construction. The proposed artwork, designed by artist Eric Powell, would be located in future public spaces, which the developer is constructing as part of the project. STAFF RECOMMENDATION: Consider approving the artwork proposal by Trumark Homes for the Francis Ranch development project. FINANCIAL IMPACT: There is no impact on City funds as this is developer -installed artwork. Trumark Homes' public art obligation for this project is estimated at $1,534,000. DESCRIPTION: Background On December 7, 2021, the Dublin City Council adopted Resolution 140-21 Approving Vesting Tentative Map No. 8563, authorizing the development of a 165.5-acre site with a 573-unit residential project. More specifically, the project will include six neighborhoods, two neighborhood parks totaling 11 acres, and a two -acre public/semi-public site. The project site, owned by TH East Ranch Dublin LLC (Trumark Homes) and Arroyo CAP IV-3 (Arroyo), straddles existing Croak Road with Jordan Ranch to the west, Positano to the north, and undeveloped land to the east and south. The project includes the obligation to provide public art at a value of 0.5% of the project's building valuation, which equates to about $1.5 million. Page 1 of 3 76 Artist Selection Trumark Homes selected artist Eric Powell to create the artwork for the Francis Ranch project. Having previously collaborated with the artist on the Wallis Ranch development in Dublin, Trumark Homes was impressed by his innovative approach to artwork development and ability to collaborate to meet project goals. Eric Powell brings a unique vision that aligns with Trumark Homes' goal of enhancing community pride through art and his exploration of themes relevant to the community and location history. Design Proposal and Location The proposal is for a series of artworks located in the two public park spaces being constructed as part of the development project. Two of the artworks may be located along the section of Croak Road that connects the two parks, if feasible. Otherwise, all the artworks will be located within the two parks. The park spaces, currently in the design development phase, total 11 acres and include a mix of passive and active use amenities. The proposed artwork series comprises a mixture of sculptures and artistic park features. The two prominent sculptures, one located in each park and both 20 feet in height, are inspired by the vintage farm equipment once located on the property and are complimented by the theme of "Exploration"which is the basis of the park design. Ten artistic light poles, or Cloud Lanterns, are included, with four or five located in each park (two may be located along Croak Road, as noted above). These large-scale sculptures evoke the spirit of the surrounding rolling hills and ecosystem of the Tri-Valley, and each will stand approximately 15 feet tall. The forms and shapes of these sculptures convey native plants found in Dublin and are symbolic of the overlapping relationship with people and nature. Utilizing wood from four heritage trees harvested from the land, sculptural benches will be created and placed adjacent to the play areas at each park. Up to four benches will be created, two at each park, and plaques will be included detailing how the trees were transformed and are now preserved in the form of functional art. Lastly, an artistic, 17- foot-tall archway portraying birds in flight will be located at each park at the entrance to the play areas. A detailed proposal is included with this Staff Report as Attachment 1. The City will own the land where the future artworks will be located. Upon successful installation and project completion, Trumark Homes will transfer ownership of the artworks to the City. As the owner of the artworks, the City of Dublin will take on maintenance responsibilities, and Trumark Homes will provide a one-time payment to the City to cover future ownership and maintenance costs. Staff Review and Community Outreach On August 18, 2024, Trumark Homes and artist Eric Powell attended the Farmers Market at Emerald Glen Park to present the proposal to the community and solicit feedback. Overall, the community was supportive of the project and appreciated the deep connection to the surrounding landscape. A goal for the project was to further assist with defining the public spaces. Feedback noted how the artwork brought linkages to the site's past, surrounding architecture, and park themes. Parks and Community Services Commission Review At its November 18, 2024 meeting, the Parks and Community Services Commission reviewed the Page 2 of 3 77 Public Art proposal developed by Trumark Homes and artist Eric Powell. The Commission supported the proposal and expressed appreciation for how the artist was able to utilize art to connect the site's agricultural past with its vibrant, active future. Heritage & Cultural Art Commission Review At its December 12, 2024 meeting, the Heritage and Cultural Arts Commission reviewed the proposal and voted unanimously to recommend the artwork to the City Council for final approval. The Commission expressed appreciation for the detail and thoughtfulness of the proposal, and for how well the artwork layout was balanced. Staff Review and Next Steps Staff from the City's Public Works, Community Development, and Parks and Community Services Departments have reviewed the artwork proposal and believe the artwork aligns with the City's Public Art Master Plan and does not create safety or design concerns. If approved by the City Council, Trumark Homes and the City will enter into a Public Art Installation and Maintenance Agreement. Staff will return to the City Council at a future meeting for approval of this agreement, including a detailed scope of work and schedule for completion. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted, and a copy of the Staff Report was provided to the Developer. ATTACHMENTS: 1) Artwork Design Proposal by Artist Eric Powell Page 3 of 3 78 Attachment I ie rancis Rahch-!' Public Art Design/Concept - Dublin, C Eric Powell, Artist September 25, 2024 79 Attachment I Francis Ranch: Proposal for Public Art Artist: Eric Powell 12-12-24 Artist Statement Eric Powell is committed to enriching and beautifying places by creating site - responsive, integrated, resilient works of public art. These artworks enrich and enhance the places where they reside and inspire people to feel a sense of place. Every city that has integrated public art flourishes and becomes a destination, attracting a vital community and economy. Powell's previous project with Trumark Homes at Wallis Ranch in Dublin commemorates the rich agrarian and ranching history of the property and broader community. The artwork beatifies the park and entry area, bringing a unique, timeless identity to Wallis Ranch. Given Powell's established and successful relationship with Trumark Homes as well has his emphasis on integrating historical narratives into many of his works, he is uniquely placed to create artworks for Francis Ranch. Description of Artworks The Artwork at Francis Ranch will create a vibrant and uplifting visual identity and a strong sense of continuity that establishes the community as a unique, beautiful and inviting place to live. Interweaving natural forms with manmade forms the artworks will lend an exuberant energy for the parks and a new story and a new history for Francis Ranch. Words the describe the artwork: Clouds, lanterns, rolling hills, ephemeral, timeless, currents, beacons, birds in flight, farm equipment/tools, windmills, trees, pods, leaves, seeds, barn owls, native animals, native plants, wind. The artworks will include a series of sculptures and functional works that will be a destination within the two parks for the whole community to enjoy. Materials, Finish, and Maintenance The sculptures are made of steel, an extremely durable structural material. The surface is finished with a long-lasting industrial -grade primer and protective paint coating, which requires minimal maintenance. 80 Attachment I Location The artworks will be located within between the two parks and will be highly visible. They will create a common theme that connects the two parks through a visual, artistic continuity. Scale and Lighting The artworks will be scaled so that they are accessible and relatable, and at the same time visible from afar. During the day, the sculptures will allow light to pass through so that they are visually integral to the harmony of the land, the landscaping and the views of the Tri-Valley. At night, the glowing Cloud Lanterns will be lit from within and will illuminate the parks with a soft, warm glow at night, creating an inviting presence at night. Timeline The Artworks will be completed at the same time as parks and homes. 81 Attachment I Scope of Work for the Artwork for Francis Ranch: 1: 'Cloud Lanterns' (Ten total) Cloud Lanterns and Totem Sculptures are large scale sculptures that evoke the spirit of the surrounding rolling hills and quintessential California terrain and ecosystem of the Tri Valley Area. The designs integrate forms of medicinal plants, seeds, pods and leaves that are native to Northern California, and support all of life. The ten Cloud Lanterns are inspired by the rich surrounding habitat and by the vintage farming equipment that resided on the Croak/Francis Ranch property for well over a century. These objects embody the beauty of the surrounding terrain and the ingenuity and elegance of early American industrial design. Height: 15'-17'. 3: Larger Illuminated Sculptures (Two total): There will be two large scale sculptures, one at the entry of each park. The sculptures are inspired by historic objects that were found on the Croak Ranch land. Forms integrated into the artworks are inspired by tractor parts, plow blades, and other objects essential and ubiquitous on the ranch. The sculptures acknowledge and celebrate the history of the land, reminding residents and visitors of the lands' rich agrarian past. Height: 20'. 3: Bird Arches at the Play Areas These two entry arches create an inviting and uplifting energy to each play area, and let kids (and anyone who wants to play) know that they are now in the right place! The birds on the arches are in flight, casting shadows that revolve on the ground as the sun moves through the day. The birds are colorful and exuberant in their movement. Height: 15'-17'. 2: Heritage Tree Benches Four Heritage trees that were harvested from the land will be used to create two sculptural benches for each park. These engaging works will memorialize the trees and will include a plaque describing the process through which the trees were transformed into artworks. The trees will be carved and formed using chain saws, sanders and chisels. The Heritage Tree benches will provide places for gathering and playing. These works will celebrate the majesty and importance of trees in California and will add beauty and a unique element of play to the parks. The benches can each sit several people. Length: 12' - 15' each. 82 Attachment I Some notes on the history of Croak Ranch (now Francis Ranch): In 1850, Michael Murray and Jeremiah Fallon came to this area from Ireland. They purchased 1,000 acres of land from Jose Amador and built homes for their families. The area began to grow as many settled in the area. Amongst them were the Croak family, whose ranch abuts the Fallon property's eastern boundary. When the U.S. Department of Transportation laid plans for Interstate 580 and Interstate 680, intersecting at Dublin, they followed the roads' long-established circulation patterns and existing settlements with infrastructure. The boundaries of the Croak Ranch property have not changed since at least 1906. Although the Croak family ranch likely produced dairy products for their own consumption, like many agricultural families, the lack of a dairy barn suggests a production focused on cattle or possibly other ranching for meat and hide products. Trumark Homes is among discerning developers integrating art and culture into their projects, creating magnetism and enhancing and enriching people's experience. I very much appreciate the opportunity to work with Trumark Homes and the City of Dublin! Thank you, Eric Powell 83 Attachment I Art Locations .....0 j4J,JP4F ".•=.4-1-1-"ti ;,-.64,-b,„ Ivi, 4 4 4 , 4 ? 4 4 4 4. 4444 4 4 A If A 1 il . . r . `•:-',' 0 Francis .: Ranch-r-tr'-' Context Location: Francis Ranch 84 Attachment I Northern Park Art Integration Potential Art Locations THEME EXPLORATION CALIFORNIA 85 Attachment I Southern Park Art Integration THEME EXPLORATION BAY AREA • Potential Art Locations 86 Attachment I Sculptures Y A•Y f '4 4011101.1 The Inspiration for the two sculptures emerged from exploring the historic Croak Ranch property and experiencing the beauty of the natural surroundings, as well as from the vintage ranch equipment on the land. • There will be one sculpture in each park. q _. _ ti �-- 8■ Attachment I Francis Ranch Public Art Sources of Inspiration Old Plow, Croak Ranch Iron Pillar of Delhi, from the 4th Century - ...u; Stone whael carved in the 13th Century Konark Sun Temple, Orissa, India Iron Pillar of Delhi (right) With concept drawing of sculpture inspired by the pillar Sculpture inspired by wagon wheels found on the Croak Ranch property 1 • LI°I J�sbs' Historic Objects Photographed at Croak Ranch, March 2021 Vintage Agricultural Equipment. Croak Ranch Heritage Oak Tree 88 Attachment 1 Sculpture 1 89 Sculpture 2 Attachment I .1111111 90 Attachment I MY• --treX100:4? . • . • "oz2.43,,. -Cloud Lanterns -04 00 • 4'"giL711*%. "-- , -K*7"'•_4eiOja' POW • There will be a total of ten Clod Lanterns, five for each ark. f-174. 40, .-wor41" I.\ • . 'AVaINP74- 91 Attachment I Inspiration for Cloud Lanterns The ten `Cloud Lantern' sculptures are inspired both by the beautiful clouds that grace Dublin, and by native Northern California medicinal plants, all of which grow in the Dublin Area. • *• Cilantro Calendula Mullein Camomile California Poppy 92 Cloud Lantern 1 93 Cloud Lantern 2 94 Cloud Lantern 3 95 Cloud Lantern 4 96 Cloud Lantern 5 97 Attachment I Bloom III Artisan Crossing, Belmont, CA. 2023. Ht: 17' Example: Cloud Lanterns 98 Attachment I 41.1 'Bird Arches' at Play Areas The Bird Arches create an uplifting and welcoming entryway to the play areas. There will be one Bird Arch in each of the two parks. 99 Attachment I Francis Ranch Heritage Log Benches There will be three Tree Benches, tw❑ in each park. The final bench designs will be determined upon the shapes and sizes of the trees. Log bench examples Heritage Trees harvested from the Croak / Francis Ranch Property Log bench examples 100 Attachment I 101 r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 5.6 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Alameda County Fire Training Center Prepared by: Gaspare Annibale, Senior Planner EXECUTIVE SUMMARY: The City Council will receive a report and consider waiving Site Development Review and entering into an agreement with the County of Alameda regarding enforcement of conditions of approval for the proposed Alameda County Fire Training Center. The project would construct a 7,791- square-foot classroom/administration building, 5,741-square-foot five -story training tower, 915- square-foot Self -Contained Breathing Apparatus/restroom building, 42 parking spaces, and related site improvements on County -owned land located at 5053 Gleason Drive. The County of Alameda, as lead agency for the California Environmental Quality Act, has prepared a Mitigated Negative Declaration for the project. STAFF RECOMMENDATION: Receive the report and adopt the Resolution Waiving Site Development Review and Approving the Agreement Between the City of Dublin and County of Alameda Regarding the Enforcement of Conditions of Approval for the Alameda County Fire Training Center. FINANCIAL IMPACT: The cost associated with reviewing the project is borne by the County of Alameda. DESCRIPTION: Background The Alameda County Fire Department, through the Alameda County General Services Agency, proposes to construct a new fire training center on a vacant 5.2-acre site located at 5053 Gleason Drive within the Eastern Dublin Specific Plan (EDSP) area. Refer to Figure 1 for project location. The property has a General Plan and EDSP land use designation of Public/Semi-Public and is subject to a Planned Development (PD) zoning district (Resolution No. 105-85), which was approved as part of the Dublin public lands prezoning and annexation application. Page 1 of 3 102 Figure 1. Project Location 4.4 'PBRODER BLVDr COUNTY EOCA • i EAST COUNTY The City of Dublin and County of Alameda are parties to a 1993 Annexation Agreement (City Council Resolution No. 52-93, Attachment 3) that governs development of the County -owned land that was formerly federal property (part of Camp Parks). Specifically, Section 9 of the agreement governs land use approvals for County governmental property. In January 2024, the County of Alameda, through its General Services Agency, submitted an application to the City for Site Development Review (SDR) of the proposed fire training center on County -owned land. The proposed fire training center would include construction of a 7,791- square-foot classroom/administration building, 5,741-square-foot five story training towner, 915- square-foot Self -Contained Breathing Apparatus (SCBA)/restroom building, 42 parking spaces, and related site improvements. The new facility would be accessed from an existing driveway on Gleason Drive and would provide access to the classroom/administration building. The new training tower and other facilities would be located behind a secured gate at the rear of the property. The architectural style of the classroom/administration building would utilize a contemporary design approach with stucco and metal panels painted muted taupe and red tones. The SCBA/restroom building and screen wall that surrounds the site would be painted taupe to match the main building color. The five -story training tower would be constructed of grey concrete masonry blocks, which would withstand training exercises and firefighting scaling the tower. The project landscaping features a low water usage plant palette, including a variety of drought tolerant trees, shrubs and ground cover to provide visual interest in texture and color from the street. Page 2 of 3 103 During initial processing of the application, the City and County expressed differences in how to interpret the 1993 Annexation Agreement regarding review of the SDR application and enforcement of conditions of approval, including the County's obligations to pay the City's development impact fees. In order to expedite the project and avoid further delays, the City and County staffs negotiated an agreement to resolve those differences. The proposed agreement between the City of Dublin and County of Alameda would waive the 1993 Annexation Agreement's contractual requirement that the County obtain SDR approval for the proposed fire training center. The City cannot generally waive requirements of its land use plans and policies, but the County is immune/exempt from the City's land use plans and policies in the absence of an agreement to the contrary. So in this case, the City can, as it has done for other County projects, agree to waive the contractual requirement that the County obtain SDR approval. The agreement is based on the plans that have been provided by the County and reviewed by City Staff, and is subject to certain conditions of approval, including but not limited to providing payment of all applicable development impact fees. It also would set forth the mechanism for construction permitting where the County, through its General Services Agency, would serve as the building official, and would require the County to obtain all necessary permits and approvals from the City Public Work's Department for on -site stormwater treatment measures and any off - site improvements. ENVIRONMENTAL DETERMINATION: The California Environmental Quality Act (CEQA), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures, require that certain projects be reviewed for environmental impacts and environmental documents be prepared. The County of Alameda, as the lead agency for CEQA, has prepared a Mitigated Negative Declaration (MND) for the proposed project. The Alameda County Board of Supervisors has approved the MND and a Notice of Determination was filed with the County Clerk on March 16, 2023. Therefore, no further environmental review is required. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) Resolution Waiving Site Development Review and Approving the Agreement Between the City of Dublin and the County of Alameda Regarding the Enforcement of Conditions of Approval for the Alameda County Fire Training Center 2) Exhibit A to the Resolution - Agreement Between the City of Dublin and the County of Alameda Regarding the Enforcement of Conditions of Approval for the Fire Training Center 3) 1993 Annexation Agreement (City Council Resolution No. 52-93) Page 3 of 3 104 Attachment I RESOLUTION NO. XX — 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN WAIVING SITE DEVELOPMENT REVIEW AND APPROVING AN AGREEMENT BETWEEN THE CITY OF DUBLIN AND COUNTY OF ALAMEDA REGARDING THE ENFORCEMENT OF CONDITIONS OF APPROVAL FOR THE ALAMEDA COUNTY FIRE TRAINING CENTER PLPA-2024-00040 (APN: 986-0005-038-16) WHEREAS, the Alameda County Fire Department, through the Alameda County General Services Agency, proposes to construct a new fire training center ("the Project") on County -owned land; and WHEREAS, the Project would be constructed on a vacant 5.2-acre site located at 5053 Gleason Drive (APN: 986-0005-038-16), which is owned by the County. The property has a General Plan and Eastern Dublin Specific Plan land use designation of Public/Semi-Public and is subject to a Planned Development (PD) zoning district (Resolution No. 105-85); and WHEREAS, the Project would consist of a 7,791-square-foot classroom/administration building, 5,741-square-foot five story training towner, 915-square-foot Self -Contained Breathing Apparatus/restroom building, 42 parking spaces and related site improvements; and WHEREAS, the City of Dublin and County of Alameda are parties to a 1993 Annexation Agreement (Resolution No. 52-93) that governs development of the County -owned land. Specifically, Section 9 of the agreement governs land use approvals for County governmental property; and WHEREAS, in January 2024, the County of Alameda, through its General Services Agency, submitted an application to the City of Dublin for Site Development Review (SDR) of the proposed fire training center, and during the processing of the SDR there were differences expressed in interpreting the 1993 Annexation Agreement regarding enforcement of conditions of approval and obligations to pay the City's development impact fees; and WHEREAS, in order to expedite the project and avoid further delays, the City and County desire to enter into an agreement, which would waive SDR and approve an agreement between the City and County regarding the enforcement of conditions of approval, including but not limited to providing payment of all applicable development impact fees; and WHEREAS, the California Environmental Quality Act (CEQA), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures, require that certain projects be reviewed for environmental impacts and environmental documents be prepared; and WHEREAS, the County of Alameda, as the lead agency for CEQA, has prepared a Mitigated Negative Declaration (MND) for the project. The Alameda County Board of Supervisors has approved the MND and a Notice of Determination was filed with the County Clerk on March 16, 2023. Therefore, no further environmental review is required. Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 2 105 NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin approves an agreement between the City and County of Alameda regarding the enforcement of conditions of approval for the Project as set forth in Exhibit A. PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 106 Attachment 2 Exhibit A AGREEMENT BETWEEN THE CITY OF DUBLIN AND THE COUNTY OF ALAMEDA REGARDING THE ENFORCEMENT OF CONDITIONS OF APPROVAL FOR THE FIRE TRAINING CENTER This Agreement (the "Agreement") is entered into this _ day of , 2025 by and between the City of Dublin, a municipal corporation (the "City"), and the County of Alameda, a political subdivision of the State of California (the "County"). The City and the County are referred to collectively as the "Parties." RECITALS 1. The Parties are parties to that certain agreement entitled "Agreement Between County of Alameda, Surplus Property Authority and City of Dublin Regarding Transfer of Property Tax Revenues Upon Annexation, Provision of Services and Other Matters," dated May 4, 1993 (the "Annexation Agreement"). 2. Section 9 of the Annexation Agreement provides that with respect to the County Governmental Property (as defined) any county governmental use proposed for the property shall be subject to site development review in accordance with the City's zoning ordinance and that any other governmental uses are to be processed in accordance with the City's regulations. 3. In the Annexation Agreement, the parties also agreed: in concept that the infrastructure shall be constructed as necessitated by development and to accommodate reasonably projected development and that the costs of such infrastructure should be borne by the properties benefiting therefrom in proportion to the benefit received. 4. The County proposes to construct the Fire Training Center on the County Governmental Property (the "Project"), and, pursuant to the Annexation Agreement, the County has applied to the City for site development review approval (the "SDR"). 5. Because the Project's end user will be the Alameda County Fire Department, a separate legal entity from the County, the City and the County dispute whether the project is a "COUNTY governmental use" (subject solely to City SDR review) or is a "governmental use other than COUNTY governmental use" under the Annexation Agreement. 6. Rather than resolving their differences in court or by other means, the parties desire to enter into this Agreement for the purposes of agreeing on the form that the City's review of the Project will take so as to avoid the need to interpret the Agreement, with the express intention that this Agreement applies solely to the Project and will have no effect whatsoever on future applications or interpretations of the Agreement. 7. During the processing of the SDR the City determined that certain conditions of approval should be imposed upon the Project, including obligations to pay the City's development impact fees, which fund infrastructure that serves the County Governmental Property and other property in the City. The City believes that the Annexation Agreement authorizes the imposition of such conditions on the County. 11Page 107 8. The County believes that many of the conditions that the City desires to impose on the Project, including the development fees, are neither authorized by the Annexation Agreement nor otherwise by law. 9. In order to expedite the processing of the Project and to avoid further disputes, the County has agreed, for purposes of this Project only, to subject itself to certain conditions of approval (attached as Exhibit A to this Agreement and incorporated herein by this reference) (the "Conditions"), which conditions include the payment of all City development impact fees for infrastructure, and the City is willing to agree to impose only the Conditions, provided that a reasonable means of enforcing the Conditions against the County is available to the City. 10. The County has produced a set of plans for the Project (the "Plans") dated October 2, 2024, which are on file with the Community Development Department. 11. The City typically enforces conditions of approval by refusing to issue further approvals, such as building permits and occupancy, until the conditions are satisfied, but the City does not have further approvals on this project. 12. To ensure that the City has adequate remedies to enforce the Conditions, the Parties desire to set forth their agreement that the Conditions may be enforced by specific performance NOW, THEREFORE, with reference to the foregoing recitals and in consideration of the mutual promises, obligations and covenants herein contained, the City and the County agree as follows: AGREEMENT Section 1. Conditional Approval of the Project; County Subject to the Conditions. The City hereby approves the Project, as described in the Plans, subject to the Conditions. The City's approval is strictly limited to what is shown in the Plans, and any changes or revisions require the further agreement of the City. City staff is authorized to approve changes or revisions to the Plans in accordance with the "Site Development Review Waiver" process described in section 8.104.030 of the Dublin Municipal Code and shall not be subject to a public hearing process. Without in any way consenting to the City's interpretation of the Annexation Agreement, the County agrees to be subject to the Conditions. Section 2. Construction Permitting. The Parties agree that the County, given that the County, through its General Services Agency is developing the Project, shall serve as the building official for the purposes of permitting, inspection and authorization of occupancy, and shall serve as the engineer for the purposes of permitting related to grading, notwithstanding anything to the contrary in the Agreement. The County shall obtain all necessary permits and approvals from the City of Dublin Public Works Department for on -site stormwater treatment measures and any off -site improvements. Section 3. Conditions May Be Enforced by Specific Performance The Parties agree that, should the County refuse to comply with the Conditions, the City would not have adequate 21Page 108 remedies at law and that the City's remedy for such a breach is to bring a lawsuit to enforce the Conditions and seek an order of specific performance. Section 3. Miscellaneous. a. Incorporation of Recitals and Introductory Paragraph. The Recitals contained in this Agreement, and the introductory paragraph preceding the Recitals, are hereby incorporated into this Agreement as if fully set forth herein. b. Severability. If any term or provision of this Agreement, or the application of any term or provision of this Agreement to a particular situation, is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining terms and provisions of this Agreement, or the application of this Agreement to other situations, shall continue in full force and effect unless amended or modified by mutual consent of the Parties. Notwithstanding the foregoing, if any material provision of this Agreement, or the application of such provision to a particular situation, is held to be invalid, void, or unenforceable, either the City or the County may (in their sole and absolute discretion) terminate this Agreement by providing written notice of such termination to the other party. c. Construction. This Agreement has been reviewed and revised by legal counsel for both the City and the County, and no presumption or rule that ambiguities shall be construed against the drafting party shall apply to the interpretation or enforcement of this Agreement. d. California Law. This Agreement shall be construed and enforced in accordance with the laws of the State of California. e. Attorneys' Fees. In any legal action or other proceeding brought by either party to enforce or interpret a provision of this Agreement including an action brought by the City to enforce the Conditions, the prevailing party is entitled to reasonable attorneys' fees and any other costs incurred in that proceeding in addition to any other relief to which it is entitled. f. Notices. All notices required or provided for under this Agreement shall be in writing. Such notices shall be given to the Parties at their addresses set forth below: If to the City, to: If to the County, to: Colleen Tribby City Manager City of Dublin 100 Civic Plaza Dublin, CA 94568 Telephone: (925) 833-6650 Facsimile. (925) 833-6651 County of Alameda Kimberly Gasaway Director, General Services Agency 1401 Lakeside Drive, loth Floor Oakland, CA 94612 Telephone: (510) 208-9701 31Page 109 A party may change its address by giving notice in writing to the other party and thereafter all notices shall be addressed and transmitted to the new address. Notices shall be deemed given and received upon personal delivery, or if mailed, upon the expiration of forty- eight (48) hours after being deposited in the United States Mail. Notices may also be given by overnight courier which shall be deemed given the following day. g. Counterparts, Electronic Signatures. This Agreement may be executed in multiple counterparts and counterpart signature pages may be assembled to form a single original document. h. Entire Agreement; Exhibits. This Agreement consists of 4 pages and one exhibit which constitute in full, the final and exclusive understanding and agreement of the Parties and supersedes all negotiations or previous agreements of the Parties with respect to all or any part of the subject matter of this Agreement. The exhibits to this Agreement consist of the following: (a) Conditions of Approval of Site Development Review for the Fire Training Center. 1. Waivers. All waivers of the provisions of this Agreement shall be in writing and signed by the appropriate authorities of the City and the County. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. CITY OF DUBLIN COUNTY OF ALAMEDA Colleen Tribby, City Manager President, Board of Supervisors Attest: Attest: Marsha Moore, City Clerk Clerk of the Board of Supervisors Approved as to Form: Approved as to Form: City Attorney County Counsel 41Page 110 Exhibit A Conditions of Approval of Site Development Review for the Fire Training Center CONDITION TEXT Respon. Agency WHEN REQ'D- Prior to: PLANNING — GENERAL CONDITIONS 1. Fees. County shall pay all applicable fees including, but not limited to, Planning fees, Building fees, Traffic Impact Fees, TVTC fees, Dublin San Ramon Services City of Dublin, County Flood and Water Conserva tion District (Zone 7) Sitework Permit or Encroachment Permit Issuance District fees, Public Facilities fees, Dublin Unified School District School Impact fees, Fire Facilities Impact fees, Alameda County Flood and Water Conservation District (Zone 7) Drainage and Water Connection fees; or any other fee that may be adopted and applicable at the time a sitework or encroachment permit is issued. PLANNING — PROJECT SPECIFIC CONDITIONS 2. Mitigation Monitoring Reporting Program. County shall comply with the applicable mitigation measures of the 2023 Alameda County Fire Department Training Center Project Mitigated Negative Declaration (MND). The MND is on file with the Community Development Department. Alameda County General Services Agency On -going 3. Public Art. County shall install public art on the project site in accordance with the County of Alameda Public Art Program. The value of the public art project shall include 1% of the construction costs for public art. Alameda County General Services Agency Prior to Occupancy PUBLIC WORKS GENERAL CONDITIONS 4. Compliance. A. County shall comply with the Subdivision Map Act, City of Dublin Title 7 Public Works Ordinance (with exception to references to the A. City of Dublin Public Works, B. Alameda County Public Works Agency, C. Departme On -going City of Dublin Building Code requirements), and the City of Dublin Public Works Standards and Policies; B. the most current requirements of the State Code Title 24, and the Americans with Disabilities Act with regard to accessibility; and C. all public improvements constructed by County and to be dedicated to the City are hereby identified as "public works" under Labor Code Section 1771. Accordingly, County, in constructing such 51Page 111 improvements, shall comply with the Prevailing Wage Law (Labor Code. Sects. 1720 and following). nt of Industrial Relations 5. Clarifications and Changes to the Conditions. In the event that there needs to be clarification to these Conditions of Approval, the City Engineer has the authority to clarify the intent of these Conditions of Approval to the County without going to a public hearing. The City Engineer also has the authority to make minor modifications to these conditions without City of Dublin Public Works On -going going to a public hearing in order for the County to fulfill needed improvements or mitigations resulting from impacts of this project. 6. Hold Harmless/Indemnification. County shall defend, Administ ration/ City Attorney On -going indemnify, and hold harmless the City of Dublin and its agents, officers, and employees from any claim, action or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory agency, appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City, provided however, that the County's duty to so defend indemnify, and hold harmless shall be subjected to the City promptly notifying the County of any claim, action or proceeding and the City's full cooperation in the defense of such actions or proceedings. PUBLIC WORKS — AGREEMENTS 7. Stormwater Management Maintenance Agreement. County shall enter into an Agreement with the City of Dublin that guarantees the property owner's perpetual maintenance obligation for all stormwater management measures installed as part of the project, including those on -site and within the public right-of-way. In addition to stormwater management measures, drainage v-ditches, mitigation areas, and existing wetlands shall be included for reference, as applicable. Said Agreement is required pursuant to Provision C.3 of the Municipal Regional Stormwater NPDES Permit, Order No. R2-2022-0018, of City of Dublin Public Works Sitework Permit Issuance 61Page 112 which the County and City are Permittees. Said permit requires the County and City to provide verification and assurance that all treatment devices within their jurisdiction will be properly operated and maintained. The Agreement shall be recorded against the property and shall run with the land. PUBLIC WORKS — PERMITS AND BONDS 8. Encroachment Permit. County shall obtain an Encroachment Permit from the City of Dublin Public Works Department for all construction activities within the public right-of-way. City of Dublin Public Works Encroachment Permit Issuance 9. City of Dublin Public Works shall review and approve the Project source control, site design, as it relates or affects stormwater treatment and hydromodification management measures, and trash capture controls for on - site construction activities, as it relates to the implementation of stormwater management measures per Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2 2022-0018. The City shall also conduct inspections of site design, source controls, trash capture controls, and stormwater treatment and hydromodification management measures during construction. The work covered by the Sitework Permit shall be limited to the matters listed in this Item 9, Items City of Dublin Public Works Sitework Permit Issuance 44 — 53, and Item 56. 10. Security. County shall secure faithful performance security to guarantee improvements, as well as payment security, as determined by the City Engineer. (Note: Performance security for all off -site improvements shall remain in effect until one year after final inspection). Copies of the bonding documents for on -site and off -site improvements will be made available to City upon request. County shall not release security to the contractor prior to City's notice of completion and acceptance. City of Dublin Public Works Encroachment Permit Issuance 11. Permits from Other Agencies. County shall obtain all permits and/or approvals required by other agencies and/or authorities having jurisdiction. AHJs As Needed PUBLIC WORKS — SUBMITTALS 71Page 113 12. Improvement Plan Submittal Requirements. All submittals of off -site improvements plans shall comply with the requirements of the "City of Dublin Public Works Department Improvement Plan Submittal Requirements," the "City of Dublin Improvement Plan Review Check List," and current Public Works adopted design standards and details in effect upon the date of plan submittal. A complete submittal of improvement plans shall include all civil improvements, landscape plans, and all associated documents as required. County shall not piecemeal the submittal by submitting various components separately. City of Dublin Public Works Encroachment Permit Issuance 13. Improvement Plan Requirements from Other Agencies. County will be responsible for submittals and reviews to obtain the approvals of all participating non- City agencies, including but not limited to: the Alameda County Fire Department and the Dublin San Ramon AHJs Encroachment Permit Issuance Services District. 14. Geotechnical Report. County shall submit a Design Level Geotechnical Report as it relates to off -site work and stormwater treatment measure design, which includes street pavement sections, grading and additional information and/or clarifications as determined by the City of Dublin Public Works Sitework Permit Issuance City Engineer. 15. Approved Plan Files. County shall provide the Public Works Department a PDF format file of approved site plans, including grading, improvement, landscaping and irrigation, joint trench and lighting. City of Dublin Public Works Sitework Permit and Encroachment Permit Issuance 16. Master Files. County shall provide the Public Works Department a digital vectorized file of the master files, in a format acceptable to the City Engineer and all objects and entities in layers shall be colored by layer and named PW Acceptance of Improvements in English. All submitted drawings shall use the Global Coordinate System of USA, California, NAD 83 California State Plane, Zone III, and U.S. foot. 17 Environmental & Sustainability Files. County shall provide the Public Works Department GIS shape files, provided in a format acceptable to the City, all MRP Provision C.3 stormwater features, trash capture devices, City of Dublin Public Works/E nvironme Acceptance of Improvements 81Page 114 mitigation measures, wetlands, v-ditches and public waste containers as applicable. ntal and Sustainab ility Division PUBLIC WORKS — EASEMENTS AND ACCESS RIGHTS 18. Sidewalk Easements. A public sidewalk easement shall be dedicated along the Gleason Road project frontage for any portion of public sidewalk outside of the public right-of-way. The easement shall include the portions of the ADA-compliant path at the driveway approach outside of the public right-of-way. City of Dublin Public Works Encroachment Permit Issuance PUBLIC WORKS — STORM DRAINAGE & OTHER UTILITIES 19. Storm Drain Inlet Markers. All public and private storm drain inlets must be marked with storm drain markers that read: "No dumping, drains to creek," and a note shall be shown on the improvement plans. The markers may be purchased from the Public Work Department. City of Dublin Public Works Acceptance of Off - Site Improvements 20. Fire Hydrants. Fire hydrant locations shall be approved by the Alameda County Fire Department. A raised reflector blue traffic marker shall be installed in the street opposite of each hydrant and shown on the signing and striping plan. City of Dublin Public Works Acceptance of Off - Site Improvements 21. Dry Utilities. Should the County construct any gas, electric, telephone, cable TV, and communication improvements within the Project, they shall be approved by the relevant public utility and identified in the approved plans shared with City. City of Dublin Public Works Occupancy Acceptance of Off - Site Improvements 22. Dry Utility Locations. All electric, telephone, cable TV, and communications utilities, within public right-of-way City of Dublin Public Works Acceptance of Off - Site Improvements shall be placed underground in accordance with the City policies and ordinances. All utilities shall be located and provided within public utility easements or public services easements and sized to meet utility company standards. 23. Utility Vaults and Boxes. All utility vaults, boxes, and structures within the public right-of-way shall be underground and placed in landscaped areas and screened from public view. Off -site landscape drawings shall be submitted to the City showing the location of all utility vaults, boxes, and structures and adjacent landscape features and plantings as part of the approved plans. The City of Dublin Public Works Acceptance of Off - Site Improvements 91Page 115 Joint Trench Plans for off -site shall be submitted along with the grading and/or improvement plans. PUBLIC WORKS- STREET IMPROVEMENTS 24. Public Improvements. The public improvements shall be constructed generally as shown on the 100% Bridging Documents — Drawings dated May 19, 2023. City of Dublin Public Works Encroachment Permit Issuance 25. Public Improvement Conformance. All public improvements shall conform to the City of Dublin Standard Plans, current practices, and design requirements as approved by the City Engineer and listed in the City of Dublin Title 7 Public Works Ordinance. City of Dublin Public Works Encroachment Permit Issuance 26. Curb, Gutter & Sidewalk. County shall remove and replace damaged, hazardous, or nonstandard curb, gutter and sidewalk along the project frontage. Contact the Public Works Department to mark the existing curb, gutter and sidewalk that will need to be removed and replaced. City of Dublin Public Works Encroachment Permit Issuance 27. Driveway Approach. The proposed driveway along Gleason Drive shall be designed per City standards. The design shall include a reverse curve to smoothen the transition of the sidewalk behind the driveway. The ADA-compliant path behind the driveway shall be a minimum of 5 feet. City of Dublin Public Works Encroachment Permit Issuance 28. Street Restoration. A grind and overlay with base repair will be required along the Gleason Drive project frontage as determined by the City Engineer City of Dublin Public Works Acceptance of Off - Site Improvements 29. Truck Turning Templates. The final improvement plans should include turning templates for the largest vehicle entering and exiting the driveway on Gleason Drive. Any modifications to the medians, sidewalk, and driveways necessary to accommodate the turns should be reflected in the final design. City of Dublin Public Works Encroachment Permit Issuance 30. Visibility Triangle. All improvements within the sight visibility triangle, including but not limited to walls and City of Dublin Public Works Encroachment Permit Issuance landscaping, shall be a maximum height of 30" from the roadway surface elevation at the nearest lane. 31. Traffic Signing and Striping. County shall install all traffic signage, striping, and pavement markings to the City of Dublin Encroachment Permit Issuance 101Page 116 frontage of the Project as required by the City Engineer. Signing plans shall show street names and stop signs and Public Works any other regulatory signage appropriate for the project. Striping plans shall show stop bars, lane lines and channelization, as necessary. Striping plans shall distinguish between existing striping to be removed and new striping to be installed. All striping shall be thermoplastic. PUBLIC WORKS — CONSTRUCTION 32. Erosion Control Implementation. An Erosion and Sediment Control Plan shall be implemented between October 1st and April 30th. The City shall conduct inspections of construction phase best management practices to ensure compliance with the plan. Alameda County Public Works Agency, City of Dublin Public Works Start of Construction and On -going 33. Archaeological Finds. If archaeological materials are encountered during construction, County shall follow the mitigation measures contained within the Initial Study/Mitigated Negative Declaration for the Project, which includes halting construction until a professional Archaeologist certified by the Society of California Archaeology (SCA) or the Society of Professional Archaeology (SOPA) has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures. Alameda County General Services Agency Start of Construction and On -going 34. Construction Activities. Construction activities, including the idling, maintenance, and warming up of Alameda County General Services Agency Start of Construction and On -going equipment, shall be limited to Monday through Friday, and non -City holidays, between the hours of 7:30 a.m. and 6:00 p.m. Should construction activities need to occur outside of these hours, the County shall notify the City Engineer 72 hours in advance. 35. Temporary Fencing. Temporary construction fencing shall be installed along the construction work perimeter to separate the construction area from the public. All construction activities shall be confined within the Alameda County General Services Agency Start of Construction and On -going fenced area. Construction materials and/or equipment 111Page 117 shall not be operated/stored outside of the fenced area or within the public right-of-way unless approved in advance by the City Engineer. 36. Construction Noise Management Plan. County shall prepare a construction noise management plan that identifies measures to minimize construction noise on Alameda County General Services Agency Start of Construction Implementation, and On -going as needed surrounding developed properties. The plan shall include hours of construction operation, use of mufflers on construction equipment, speed limit for construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be provided prior to project construction. 37. Traffic Control Plan. Closing of any existing pedestrian pathway and/or sidewalk during construction shall be implemented through a City -approved Traffic Control Plan and shall be done with the goal of minimizing the impact on pedestrian circulation. City of Dublin Public Works Start of Construction and On -going as needed 38. Construction Traffic Interface Plan. County shall prepare a plan for construction traffic interface with public traffic on any existing public street. Construction traffic and parking may be subject to specific requirements by the City Engineer. City of Dublin Public Works Start of Construction; Implementation, and On -going as needed 39. Pest Control. County shall be responsible for controlling any rodent, mosquito, or other pest problem due to construction activities. Alameda County General Services Agency On -going 40. Dust Control Measures. County shall be responsible for watering or other dust -palliative measures to control dust as conditions warrant. Alameda County Public Works Agency Start of Construction; Implementation On - going as needed 121Page 118 41. Dust Control/Street Sweeping. County shall provide adequate dust control measures at all times during the grading and hauling operations. All trucks hauling export and import materials shall be provided with tarp cover at all times. Spillage of haul materials and mud -tracking on the haul routes shall be prevented at all times. The County shall be responsible for sweeping of streets within, surrounding and adjacent to the project, if it is determined that the tracking or accumulation of material City of Dublin Public Works During Grading and Site Work on the streets is due to its construction activities. 42. Construction Traffic and Parking. All construction- related parking shall be off-street in an area provided by the County. Alameda County General Services Agency Start of Construction and On -going 43. Grading Off -Haul. The disposal site and haul truck route for any off -haul dirt materials shall be provided to the City Engineer upon request. If the County does not own the parcel on which the proposed disposal site is located, the County shall provide the City with a Letter of Consent signed by the current owner, approving the placement of off -haul material on their parcel. A Transportation Permit or Encroachment Permit may be required for the haul route, as determined by the City Engineer, which shall include a pre- and post -hauling survey of the pavement conditions. County shall be responsible for repairing damaged pavement due to hauling operations, as determined by the City Engineer. City of Dublin Public Works Start of Construction and On -going PUBLIC WORKS — EROSION CONTROL & STORMWATER QUALITY 44. Erosion Control Plan. County shall provide the City with a copy of the erosion and sediment control plan as required by the County Public Works Agency Grading Permit with the Sitework Permit submittal. The plan includes design, location, and maintenance criteria of all erosion and sedimentation control measures. The plan shall also address site housekeeping best management practices. County shall be responsible for maintaining adequate erosion control measures within the County property and implementing best management practices Alameda County Public Works Agency Start of Site Grading 13 1Page 119 and sediment and erosion control measures to prevent impact to the City storm drain system. The City will conduct construction phase inspections to ensure compliance with the sediment and erosion control plan. 45. Stormwater Treatment. Consistent with Provision C.3 of the Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2-2022-0018, the County shall submit documentation to the City for review and approval including construction drawings demonstrating all stormwater site design, source controls, treatment measures and hydromodification management measures are incorporated into the project, as applicable. Note: Per Provision C.3.b. ii. (2), replacement of all impervious surfaces, including sidewalks and any other portions of the public right-of-way that are developed or redeveloped as part of the Regulated Project, must include stormwater treatment and hydromodification management, as applicable. City of Dublin Public Works, Alameda County Public Works Agency Sitework Permit Issuance 46. Stormwater Source Control. All applicable structural and operational stormwater source controls shall be implemented. Stormwater Source Controls shall include measures to prevent water or chemicals from firefighting training activities from entering the storm drain system. City of Dublin Public Works and Environm ental and Sustainab ility Division Sitework Permit Issuance 47. Stormwater Maintenance Access. County shall design and construct maintenance access to all stormwater management measures and mitigation swales, as appropriate. Maintenance access for equipment and personnel to overflow risers, cleanouts and other structures is required. The final number, location, width, and surfacing of maintenance access points from public or private streets is subject to review by the City Engineer and GHAD Engineer, as applicable. City of Dublin Public Works/E nvironme ntal and Sustainab ility Division, Alameda County Public Sitework Permit Issuance 141Page 120 Works Agency 48. NOI and SWPPP. Prior to any clearing or grading, County shall provide the City evidence that a Notice of Intent (NOI) has been sent to the California State Water Resources Control Board per the requirements of the NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. City of Dublin Public Works, Alameda County Public Works Agency Start of Any Construction Activities 49. SWPPP. The Storm Water Pollution Prevention Plan (SWPPP) shall identify the Best Management Practices (BMPs) appropriate to the project construction activities. The SWPPP shall include the erosion and sediment control measures in accordance with the regulations outlined in the most current version of the Association of Bay Area Governments (ABAG) Erosion and Sediment Control Handbook or State Construction Best Management Practices Handbook. The County is responsible for ensuring that all contractors implement all storm water pollution prevention measures in the SWPPP. City of Dublin Public Works, Alameda County Public Works Agency SWPPP to be Prepared and Implemented Prior to Start of Construction and On -going, as needed 50. Stormwater Management Plan. County shall submit to the City for review and approval by the City Engineer a Stormwater Management Plan. Approval is subject to the County providing the necessary plans, details, and calculations that demonstrate the plan complies with the standards issued by the San Francisco Bay Regional Water Quality Control Board and Alameda Countywide Clean Water Program. Landscape Based Stormwater Management Measures shall be irrigated and be on a separate irrigation controller from traditional landscape and meet WELO requirements. City of Dublin Public Works Sitework Permit Issuance 51. Stormwater Control Plan. A narrative Stormwater Control Plan with sufficient detail to ensure the stormwater design, site plan, and landscaping plan are congruent shall be submitted for review and approval by the City Engineer. The Stormwater Control Plan shall City of Dublin Public Works Sitework Permit Issuance 15 1Page 121 consist of a report and exhibit. Required details of the plan are available at https://dublin.ca.gov/1656 52. Trash Capture. The project must include appropriate full trash capture devices for both private and public improvements. Specific details on the trash capture devices selected are required on the construction plan set demonstrating how MRP Provision C.10 (trash capture) requirements are met. A list of approved full trash capture devices may be found at the California Stormwater Quality Association website at the following link: https://www.casga.org/resources/trash/certified-full- City of Dublin Public Works Sitework Permit Issuance capture-system-trash-treatment-control-devices. Please note that lead time for trash capture device delivery can be substantial. County shall plan accordingly. 53. Hydromodification Management Standards. This project is subject to hydromodification management requirements of the MRP (Provision C.3.g.). County shall demonstrate compliance with Provision C.3.g by using and submitting to the City the output from the Bay Area Hydrology Model (BAHM). The BAHM review worksheet is available for reference on the City's website at the following webpage: http://dublin.ca.gov/1656/ City of Dublin Public Works Sitework Permit Issuance PUBLIC WORKS — ON -SITE IMPROVEMENTS 54. Project Signs. All proposed monument signs shall be placed on private property. Signs should be located City of Dublin Public Works Stormwater Development /Encroachment Permit Issuance outside of any easement areas unless specifically approved by the City Engineer. Any signage allowed to be located in an easement is subject to removal and replacement at the expense of the County if required by the easement holder. 55. Garbage Truck Access. County shall provide plans and details on anticipated garbage truck access and routes, in addition to example set -out diagrams for waste containers placement on garbage day demonstrating adequate space available for waste containers. Carts and bins shall not block street or driveway access. City of Dublin Public Works/E nvironme ntal and Sustainab Acceptance of Off - Site Improvements 161Page 122 ility Division 56. Waste Enclosure. A waste enclosure meeting all requirements set forth in Dublin Municipal Code Section 7.98, including but not limited to providing a roof and a connection to the sanitary sewer to comply with MRP Provision C.3.c.i.(1)(a), shall be constructed. The improvement plans shall include details demonstrating that these requirements are met. City of Dublin Public Works Sitework Permit Issuance -END- 171Page 123 21 20 )-'9, 8 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R PROJECT DIRECTORY - DBE TEAM A DA COUN Y R RA N NG N R SHEET INDEX CLIENT R `- B.V Iis / OWNER/CLIENT GENERAL A-1-801 EXTERIOR DETAILS A-000 COVER SHEET A-1-802 EXTERIOR DETAILS A-001 PROJECT INFORMATION, GENERAL NOTES, GENERAL SCOPE OF WORK A-1-803 EXTERIOR DETAILS A-011 CODE, EGRESS & ACCESSIBILITY SITE PLAN A-1-832 INTERIOR DETAILS A-012 CODE SUMMARY & EGRESS PLAN A-1-841 STOREFRONT SCHEDULES - CLASSROOM BLDG. A-021 SIGNAGE PLANS A-1-901 PARTITION TYPES - CLASSROOM BLDG. A-022 CODE & SIGN DETAILS A-1-921 DOOR SCHEDULES - CLASSROOM BLDG. A-023 EXTERIOR SIGN DETAILS A 1 931 FINISH SCHEDULES CLASSROOM BLDG. A-024 EXTERIOR SIGNS DETAILS A-025 INTERIOR SIGNS DETAILS ARCHITECTURE TRAINING TOWER A-026 INTERIOR SIGNS DETAILS A-2-121 FIRST LEVEL FLOOR PLAN - TRAINING TOWER A-031 DESIGN INTENT - EXTERIOR RENDERED VIEWS A-2-122 SECOND LEVEL FLOOR PLAN - TRAINING TOWER A-032 DESIGN INTENT - EXTERIOR RENDERED VIEWS A-2-123 THIRD LEVEL FLOOR PLAN - TRAINING TOWER A 033 DESIGN INTENT INTERIOR RENDERED VIEWS A 2 124 FOURTH & FIFTH LEVEL FLOOR PLANS TRAINING TOWER A 034 DESIGN INTENT OVERVIEW EXTERIOR DESIGN IMAGES A-2-131 FIRST & SECOND LEVEL RCP - TOWER BUILDING A-045 LEED SCORECARD & CALGREEN CHECKLIST A-2-132 THIRD, FOURTH, & FIFTH LEVEL RCP - TOWER BUILDING A-2-141 STAIR TOWER ROOF PLAN - TRAINING TOWER CIVIL A-2-201 EXTERIOR ELEVATIONS - TRAINING TOWER C1.0 GENERAL NOTES A-2-202 EXT. ELEVATIONS - TRAINING TOWER COLOR C1.1 FIRE ACCESS PLAN A-2-301 BUILDING CROSS SECTIONS - TRAINING TOWER C2.0 TOPOGRAPHIC & DEMOLITION PLAN A-2-701 ENLARGED STAIR PLANS / SECTIONS - TRAINING TOWER C3.0 PAVING DIMENSIONING PLAN A-2-801 ARCHITECTUAL DETAILS - TRAINING TOWER C3.1 SITE FEATURES @ AMENITIES A-2-802 ARCHITECTURAL DETAILS - TRAINING TOWER OPENINGS C4.0 GRADING PLAN A-2-803 ARCHITECTURAL DETAILS - TRAINING TOWER C5.0 UTILITY PLAN A-2-921 WIINDOW & DOOR SCHEDULES - TRAINING TOWER C6.0 EROSION CONTROL PLAN A-2-931 FINISH SCHEDULES - TRAINING TOWER 7. DETAILS C7.1 DETAILS II ARCHITECTURE SCBA BLDG. C7.2 DETAILS III A 3 121 FLOOR PLAN, ROOF PLAN, RCP, SCBA BLDG. C7.3 DETAILS IV A 3 201 EXTERIOR ELEV., BLDG SECTION, INT. ELEV. SCBA BLDG. C7.4 DETAILS V A-3-202 EXTERIOR ELEV. COLOR - SCBA BLDG. C7.5 DETAILS VI A-3-801 SCHEDULES - SCBA BLDG. C8.0 STORMWATER MANAGEMENT PLAN C8.1 STORM WATER TREATMENT DETAILS PLUMBING P-0-000 PLUMBING COVER SHEET LANDSCAPE P-0-001 PLUMBING EQUIPMENT SCHEDULES L1.0 IRRIGATION PLAN P-0-002 PLUMBING SITE PLAN L-1.1 IRRIGATION CALCULATIONS P-1-200 PLUMBING FLOOR PLAN - CLASSROOM BLDG - BELOW SLAB L-2.0 TREE PLAN P-1-210 PLUMBING FLOOR PLAN - CLASSROOM BLDG - LEVEL 1 L-2.1 SHRUB & GROUNDCOVER PLAN P-1-220 PLUMBING ROOF PLAN - CLASSROOM BLDG - ROOF L-3.0 LANDSCAOE DETAILS I P-1-310 DOMESTIC WATER PLAN - CLASSROOM BLDG - LEVEL 1 L-3.1 LANDSCAPE DETAILS II P-3-310 DOMESTIC WATER PLANS - SCBA BLDG L-3.2 LANDSCAPE DETAILS III P 4 601 PLUMBING DETAILS 0-L3.2 PLANTS LIST AND NOTES P-4-602 PLUMBING DETAILS 0-L5.0 LANDSCAPE DETAILS AND IMAGERY P-4-701 PLUMBING TITLE 24 0-L5.2 LANDSCAPE DETAILS 0-L5.3 PLANTING DETAILS MECHANICAL 0-BAS0.01 HVAC CONTROL SCHEMATICS STRUCTURAL 0-M0.01 HVAC LEGENDS AND ABBREVIATIONS 0-S0.10 GENERAL NOTES AND SPECIFICATIONS 0-M0.02 HVAC SCHEDULES 0-S1.10 TYPICAL CONCRETE DETAILS 0-M4.01 HVAC DETAILS 0-S1.20 TYPICAL WOOD DETAILS 1-M2.01 LEVEL 1 HVAC FLOOR PLAN - CLASSROOM BUILDING 0-S1.21 TYPICAL WOOD DETAILS 1-M2.02 ROOF HVAC PLAN - CLASSROOM BUILDING 0-S1.30 TYPICAL CFS ELEVATION AND CONNECTION DETAILS 3-M2.01 HVAC FLOOR PLAN - SCBA BUILDING 0-S1.31 TYPICAL CFS SOFFIT & MISCELLANEOUS DETAILS 0-S1.40 TYPICAL CMU DETAILS ELECTRICAL 0-S2.10 FDN AND ROOF FRAMING PLANS - SITE STRUCTURES E0.00 GENERAL NOTES, SHEET INDEX, LEGEND 1-S2.10 FOUNDATION PLAN - CLASSROOMS E0.01 LUMINAIRE SCHEDULE 1-S2.20 ROOF FRAMING PLAN - CLASSROOMS E0.02 ONELINE DIAGRAM 2-S2.10 FOUNDATION AND 2ND FLOOR FRAMING PLAN - TOWER E1.10 SITE LIGHTING PLAN 2-S2.20 3RD, 4TH, 5TH, FLOOR/ROOF FRAMING PLAN - TOWER E1.11 SITE PHOTOMETRIC CALCULATIONS 2-S3.00 FOUNDATION DETAILS E1.12 SITE POWER PLAN 2-S3.01 STEEL DETAILS 1-E2.10 CLASSROOM LIGHTING 3-S2.10 SITE FRAMING PLANS AND DETAILS 1-E2.11 CLASSROOM POWER 2-E2.10 TRAINING TOWER LIGHTING/POWER ARCHITECTURE 3-E2.10 SCBA LIGHTING/POWER A 101 ARCHITECTURAL SITE PLAN A -102 TRASH ENCLOSURE DETAILS LOW VOLTAGE A -103 PUMP TEST PIT DETAILS TA-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE A -104 PUBLIC ARTWORK CONCRETE FOUNDATION PROTOTYPE TA-002 SYMBOL SCHEDULE A -105 OUTDOOR SHADE CANOPY DETAILS TA-1-121 AUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM BUILDING TA-1-131 AUDIOVISUAL FIRST FLOOR RCP - CLASSROOM BUILDING ARCHITECTURE CLASSROOM TN-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE A-1-121 FLOOR PLAN - CLASSROOM BLDG. TN-002 SYMBOL SCHEDULE A-1-122 DIMENSION PLAN -CLASSROOM BLDG. TN-0-101 COMMUNICATIONS SITE PLAN A-1-131 REFLECTED CEILING PLAN - CLASSROOM BLDG. TN-1-121 COMM FIRST FLOOR PLAN - CLASSROOM BUILDING A-1-141 ROOF PLAN - CLASSROOM BLDG. TN-1-131 COMM FIRST FLOOR RCP - CLASSROOM BUILDING A 1 201 EXTERIOR ELEVATIONS NORTH &SOUTH CLASSROOM BLDG. TN 1 401 COMM. TELECOM/SERVER CLOSET 1 110 ENL. PLAN &RCP A-1-201A EXTERIOR ELEVATIONS - SOUTH - CLASSROOM BLDG. TN-901 DETAILS - DEVICES A-1-202A EXTERIOR ELEVATIONS -NORTH - CLASSROOM BLDG. TN-902 DETAILS - RACK R15 A-1-202 EXTERIOR ELEVATION - EAST & WEST - CLASSROOM BLDG. TN-903 DETAILS - RACK R28 A-1-203 EXT. ELEV. (E)& (W)CLASSROOM BLDG. TN-904 DETAILS - INTERIOR FASTENING A-1-204 EXT. ELEVATION SOUTH - EXTENDED TN-905 DETAILS - COMMUNICATIONS VAULT A-1-301 BUILDING SECTIONS - CLASSROOM BLDG. TN-906 DETAILS - COMMUNICATIONS VAULT A-1-311 WALL SECTIONS - CLASSROOM BLDG. TN-907 TRENCH SECTIONS A-1-312 WALL SECTIONS - CLASSROOM BLDG. TN-908 DETAILS - FIRESTOPPING A-1-313 WALL SECTIONS - CALSSROOM BLDG. TY-001 GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE A-1-401 ENLARGED PLAN & INTERIOR ELEVATION - LOBBY TY-002 SYMBOL SCHEDULE A-1-402 ENLARGED PLAN & INTERIOR ELEVATION - BREAK RM & RECEPTION TY-0-101 ELECTRONIC SECURITY SYSTEMS SITE PLAN A-1-403 ENLARGED PLAN & INTERIOR ELEVATION - CLASSROOMS TY-1-121 ESS FIRST FLOOR PLAN - CLASSROOM BUILDING A-1-404 ENLARGED PLAN & INTERIOR ELEVATIONS - TURNOUT ROOM TY-1-131 ESS FIRST FLOOR RCP - CLASSROOM BUILDING A-1-405 ENLARGED PLAN & INTERIOR ELEVATION - EXCERCISE ROOM TY-701 ACCESS CONTROL SINGLE LINE DIAGRAM A-1-406 ENLARGED PLAN & INTERIOR ELEVATION - UTILITY & OFFICE STORAGE TY-702 SURVEILLANCE VIDEO SYSTEM FUNCTIONAL DIAGRAM A-1-407 ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM TY-901 DETAILS - ELEC. SECURITY SYS. ACCESS CONTROL A-1-408 ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM TY-902 DETAILS - VIDEO SUREILLANCE SYSTEMS A-1-409 ENLARGED PLAN & INTERIOR ELEVATION - WOMEN'S LOCKER ROOM A-1-410 ENLARGED PLAN & INTERIOR ELEVATION - ALL GENDER ROOM A-1-411 ENLARGED PLAN & INTERIOR ELEVATION - PUBLIC & JANITOR RM MECHANICAL ENGINEER ALAMEDA COUNTY GENERAL SERVICES AGENCY GSA CAPITAL PROGRAMS N.V. HEATHORN 1401 LAKESIDE DRIVE, SUITE 800 1980 OLIVERA RD SUITE C OAKLAND, CA 94612 CONCORD, CA 94520 (510) 208-9522 (510) 569-9100A PATRICK LAM, SENIOR PROJECT MANAGER NVHEATHORN.COM PATRICK.LAM@ACGOV.ORG ELECTRICAL ENGINEER 1-4 ^ r �j J �•/ Crill lq (A �y I OF N�` DESIGN BUILDER EDWARD SCOTT ELECTRIC OVERAA CONSTRUCTION 500 W OHIO AVE, RICHMOND, CA 94804 200 PARR BOULEVARD (415) 206-7120 RICHMOND, CA 94801 EDWARDWSCOTTELECTRIC.COMC (510) 234-0926 PLUMBING ENGINEER ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE 10T H , FLOOR, OAKLAN D , CA 94612 P ARCHITECT MATRIX HG SHAH KAWASAKI ARCHITECTS 115 MASON CIR, CONCORD, CA 94520 570 10TH STREET, SUITE 201 (925) 459 9200 OAKLAND, CA 94607 MATRIXHGINC.COM (510) 663-6090 FIRE PROTECTION ENGINEER CIVIL ENGINEER 1 LANDSCAPE ARCHITECT BATTALION ONE SIEGFRIED ENGINEERING, INC. 14755 CATALINA ST, SAN LEANDRO, CA 94577 3428 BROOKSIDE ROAD (510) 650-8075 STOCKTON, CA 95219 BATTALIONONEFIRE.COM (209)943-2021 LEED CONSULTANT 5053 GLEASON DRIVE, • 0 DUBLIN, CA 94568 STRUCTURAL ENGINEER AR GREEN CONSULTING 1915 SACRAMENTO ST. ZFA STRUCTURAL ENGINEERS SAN FRANCISCO, CA 94109 1212 FOURTH ST., SUITE Z, (415) 559-0331 SANTA ROSA CA 95404 ACOUSTICALIAVITELECOMMUNICATIONS N (707) 526-0992 SMITH, FAUSE & MCDONALD, INC. 351 8TH STREET SAN FRANCISCO, CA 94103 (415) 255-9180 SPECIFICATION WRITER JOHN RAEBER 443 GOLD MINE DRIVE SAN FRANCISCO, CA 94131 (415) 920-2244 - - _ _ •,.� . _ • , ` * ,• 41 - :; , , » �J�„nF. - ._. _;� , �f- -_ I_ T : „ • moony ----404 4' i _ _ - - - �: ` , - w- ;:A ,-, s_} : ,= 4 . 1 .' 4/ It ' + , ,,,--- -, ;:� • M M L J J r ,a; ;i� r !~ ,, = j . �( t;; ,T �..[i- - ,.- �' ' r -- ,• , i � I - - �� ''r� r. �� � _ a �' ' ;'�' •' f __ .: '• " 4 �. •,►''' * " ` ' • �'' " ' ' 'r r - r - - - - -'� - - - - - ` = ` eh a ._. '� �-� _ - ,• �►"- - ,�, s-�S ► • r` r f �' `' �` •'�•rit 4 `r0 ''-0`- w ~ f ' •� " - :. , , ,` •?.. " _ ,� •� �a�� y• •;. � ►�,'; - ''';" ' b " dk •1 • , s1 • '. `f . ��' �- •`'•• r'� t:' ; " . 7 .y�•• • '; `� ' ' ?� ��.-•••.., � �` . \ � ! ••• •. '1'- irk � h +! l • T* H _ �' + • ' is'�'4. :- '"�`'�' ~' �. ' " J f -r r •"' �4%- 'f� i _ �• •• ' ' ' t�+� • `I. ! - " .` '' . • ' • s .. r t) !r . 16 'i _ ' ' ' - I G G PICTORAL RENDERINGS ARE FOR GRAPHIC REFERENCE ONLY F F NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects E APPLICABLE CODES: AERIAL CONTEXT AND SITE VICINITY MAP GENERAL NOTES PROJECT INFORMATION Revision Number DATE ISSUE DESCRIPTION E R1 09/13/2024 CITY OFDUBLINSDR 10/02/2024 50% DESIGN DEVELOPMENT 2022 CALIFORNIA BUILDING STANDARDS CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS) 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 1) 2022 CALIFORNIA BUILDING CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 2) 2022 CALIFORNIA ELECTRICAL CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 3) 2022 CALIFORNIA MECHANICAL CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 4) 2022 CALIFORNIA PLUMBING CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 5) 2022 CALIFORNIA ENERGY CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 6) 2022 CALIFORNIA FIRE CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 9) 2022 GREEN BUILDING STANDARDS CODE (CALGREEN) (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 11) 2022 CALIFORNIA REFERENCE STANDARDS CODE (TITLE 24, CALIFORNIA CODE OF REGULATIONS, PART 12) - > . y! •.- I •': -�•"� _.- ='" ,�"'� . �', ,. �;, •.� -., ~ ' IN•`' • s_ • _ _: r . _r 1. DEFINITIONS A. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED B. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR APN: 986-5-38--16 PROJECT NAME: ALAMEDA COUNTY FIRE TRAINING CENTER . BUILDING AREAS: - EXISTING: NONE CLASSROOM: 7,791 SF TRAINING TOWER: 5,741 SF - SCBA BUILDING: 915 SF SITE IMPROVEMENT: 140,875 SF JURISDICTION: COUNTY OF ALAMEDA PARKING REQUIREMENTS: (2) ACCESSIBLE STALLS REQD. PER CBC 11B-208 (8) EV CAPABLE SPACES REQUIRED PER CGBSC TABLE 5.106.5.3.1 (2) EV CHARGING SPACES (EVCS) REQUIRED PER CGBSC TABLE 5.106.5.3.1 (1) ACCESSIBLE EVCS REQD. PER CBC 11B-228.3 FIRE SPRINKLERED: YES (CLASSROOM & SCBA BUILDINGS ONLY) USE OCCUPANCY: CLASSROOM: A-3 "ASSEMBLY" B "BUSINESS" TRAINING TOWER: LIVE FIRE TRAINING STRUCTURE PER NFPA 1402. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO�A�y; ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION,�.... EXITING, OR LIFE SAFETY. ZONING: PD (PLANNED DEVELOPMENT) TOTAL BUILDING STORIES: - CLASSROOM: 1 -TRAINING TOWER: 5 -SCBABUILDING: 1 .. I. _ V ^ 1...t.. '1 ' - .� ;� . �. -_ 4'. tw *'' �°^-� _, _ _ ;} •-�0 J * •+ai,'�' � `- THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATIONS C. "PROVIDE" MEANS TO FURNISH AND INSTALL D. "FURNISH" MEANS TO FURNISH, AND OTHERS TO INSTALL D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA a ` .-* --'�' - ;'• - a�'_% = -it .L _ ') - --• _ r"' '�, ` - .' '' i • dI' J - • /¢ • r Y c -". ' • •� �'� .� • _ i ` 14 `1""1 �-• 1101 . �/` ` - �: - = J ,� . ,7 , SANTA RITA JAIL - .' - �°'6'r �! » f - C • . , r� r• ,ti ; �. - �. •4 2. DIMENSIONING RULES A. HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH UNLESS OTHERWISE NOTED B. DIMENSIONS NOTED "HOLD", "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED C. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT OR UNLESS NOTED (+/-) C - I I ' .: • *, `• :� I I • :• I�• - -- - - .. -COUNTY . t" - ' ..."•' BRODER BLVD r ` . , Y N. ' •:' L 1'} - �'� r.. �� �• �. I - 1 (4I. D. DIMENSIONS TO THE EXTERIOR WALL ARE TO THE OUTSIDE FACE OF STUD UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS FOR CASEWORK, TOILET ACCESSORIES, HANDRAILS AND GUARDRAILS ARE FROM THE FINISHED FLOOR, UNLESS OTHERWISE NOTED Architect of Record �--{ // K A W KAWASAKI A A S A f --� K Contractor - ,, ' :•• .: , __ _ .. _, „•', Y ry _ -L t• •', /1 • •'• IT4'•�'� •. • r EAST COUNTY ._ . y {SITE � •. _ EOC ¢ _COUNTY SHERIFFS • '.,, ; O . + ' '' • `` • ' , 111. . FS c _t t - �Z _s.-� - F. DO NOT SCALE DRAWINGS. IF CONTRACTOR IS UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION G. DIMENSIONS MARKED V.I.F. SHALL BE "VERIFIED IN FIELD" BY THE :: •� :;� .' I :"...�•HOJ"; ..• .• ., , , r r •_ -A ,. '• • • ''". f . .,.r..-..____.. ;�'+-ri F --' •� Y*y + .. 3 C O M; ,/s :- l ,��' CONTRACTOR AND COORDINATED WITH THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION B B ARCH!TECTS` 570 IOth Oakland, Street. CA Suite 94607 201 • Construction yr •, " : - ' - GLEASON DRIVE- . " --�• ", ` �� - . '�+l ' ,�! '�� j \ r • • i ., r+ ����;; •• i •�'� ' +•----•- .r•1114.^ 1 �,4•*' i• 7.41 - 4 ' 1 ,■` ; '.S Jf _ 67Nit+. t.� � ..t ' . •A . 'bry�.tY.' . _ tr;. • .4'S :- - - ' .- ' r, ;r•- " ? ,; ` a 3. THE ORIGINAL OF THESE DRAWINGS MEASURE 30" X 42". IF THE SHEETS IN USE ARE SMALLER THAN THE ORIGINAL SHEETS HAVE BEEN REDUCED IN SIZE AND THE SCALE MUST BE REDUCED ACCORDINGLY `PM r "� �..+, ' •, - _ F 7" - 7-!- Ai' .. COMMERCIAL '� ! r RESIDENTIAL `'�"_;- " ""' ' '"`' '' •` f �• ti �r -=-'�.{"'�'M " j I r r� - yw _ r • - - =• ,� _• tr �R• ���' 1 :� • t'�-fa- ri '•- • / ‘ �� w��,�; �.. _ •-.:_ `.. ems: / f i, r� _ r ,• i, • ems. • ,: • 4, �j !, , ,,.,rr' 4. REPETITIVE ITEMS NOTED IN ONE CONDITION ARE TO BE PROVIDED COMPLETE IN ALL SIMILAR CONDITIONS 5. DETAILS ARE KEYED TO REPRESENTATIVE LOCATIONS ONLY AND APPLY TO ALL CON 6. SIGNAGE AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. A SEPERATE SIGNAGE SUBMISSION AND PERMIT WILL BE REQUIRED. Drawing Title COVER SHEET A p ~ Drawing No. A-000 : .{ • �J �. ;' ''* e. "V- r` 1 � \ :. + ` " ' 7. ALL ONSITE LIGHTING WILL COMPLY WITH THE 1 FC STANDARD AND WILL HAVE NO UPLIGHTING/SKYLOAD. PHOTOMETRIC STUDY WILL BE PROVIDED WITH THE DESIGN DEVELOPMENT SUBMISSION SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R< ABBREVIATIONS REFERENCE SYMBOLS GENERAL SCOPE OF WORK CLIENT R c,1RVIc�S v O �] ANGLE (DEGREES) GA GAUGE R&S ROD & SHELF # POUND / NUMBER GALV GALVANIZED RAD RADIUS & AND GB GRAB BAR RB RUBBER BASE / RESILIENT BASE (E) EXISTING GB-24 24" LONG GRAB BAR RCP REFLECTED CEILING PLAN (N) NEW GB-36 36" LONG GRAB BAR RDWD REDWOOD @ AT GB-42 42" LONG GRAB BAR REF REFERENCE GC GENERAL CONTRACTOR REQ'D REQUIRED AB ANCHOR BOLT GFT GROUND FAULT INTERRUPT REST RESTROOM ACOUS ACOUSTICAL GL GLASS / GLAZING REV REVISION REFERENCE SYMBOLS INDICATE THAT ADDITIONAL INFORMATION CONCERNING THE PART OF THE WORK REFERENCED MAY BE FOUND AT THE LOCATION INDICATED BY THE SYMBOL AND AS DESCRIBED BELOW. DETAIL KEY NOTE THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: CITY OF DUBLIN SITE REQUIREMENTS: THE ALAMEDA COUNTY FIRE TRAINING CENTER BRIDGING DOCUMENTS, DESCRIBE THE BASIS OF DESIGN, DESIGN INTENT AND PROGRAM REQUIREMENTS FOR THE DESIGN/BUILD CONSTRUCTION OF A NEW FIRE TRAINING CENTER CONSISTING OF A NEW APPROXIMATELY 7,791 SF CLASSROOM/ADMINISTRATION BUILDING, A NEW THE DESIGN BUILD ENTITY (DBE) SHALL COORDINATE, DOCUMENT, AND SECURE APPROVALS FROM JURISDICATIONALI APPROXIMATELY 5,741 SF FIVE STORY FIRE TRAINING TOWER, A NEW APPROXIMATELY 915 SF SCBA/RESTROOM BUILDING, A NEW APPROXIMATELY 636 SF TRELLIS AGENCIES, AND CONSTRUCT AS REQUIRED THE FOLLOWING MINIMUM SITE REQUIREMENTS: STRUCTURE, A NEW APPROXIMATELY 1,480 SF RETRACTABLE AWNING, AND APPROXIMATELY 140,875 SF OF ASSOCIATED SITE IMPROVEMENTS. THE WORK INCLUDES DESIGN AND INSTALLATION OF CONNECTIONS FOR NEW UNDERGROUND ELECTRICAL, WATER, SEWER, FIRE WATER, STORM DRAIN, AND TELECOMMUNICATION SYSTEMS • INVESTIGATE EXISTING SIDEWALK, CURB AND GUTTER, AND CURB RAMPS FOR ANY AND PARKING LOT IMPROVEMENTS, SITE LIGHTING, ACCESSIBLE PATHS OF TRAVEL, SITE DRAINAGE IMPROVEMENTS, GRADING AND PAVING, NEW SECURITY FENCING AND DEFICIENCIES WITH RESPECT TO CURRENT ACCESSIBILITY STANDARDS. REMOVE AND GATES, STRIPING, SIGNAGE LANDSCAPING AND OTHER WORK NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL FIRE TRAINING CENTER FACILITY. REPLACE NON -COMPLIANT EXISTING FEATURES. BRING ALL FOUND DEFICIENCIES INTO • REFER TO THE RFP/BRIDGING DOCUMENTS FOR MINIMUM REQUIREMENTS & DESIGN INTENT FOR THE PROJECT NOT SHOW HEREIN. COMPLIANCE. • COUNTY OF ALAMEDA STANDARD FORM OF AGREEMENT BETWEEN OWNER & CONTRACTOR • COUNTY OF ALAMEDA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • SUBMIT TO THE COUNTY AND CITY OF DUBLIN HYDROLOGY AND HYDRAULIC CALCULATIONS • SOIL INVESTIGATION REPORT, PREPARED BY ROCKRIDGE GEOTECHNICAL ENGINEERS, DATED MARCH 1, 2021. TO CONFIRM THE PROPOSED STORM DRAIN CONNECTION FROM THE PROPERTY LINE • PROVISION OF ALL REQUIRED ARCHITECTURE, ENGINEERING AND SPECIALITY CONSULTANT CONSTRUCTION DOCUMENT AND PERMITTING SERVICES UTILIZING MOST CLEANOUT TO STORM DRAIN MAIN IS ADEQUATELY SIZED TO SERVE THE DEVELOPMENT. RECENTLY ADOPTED REVIT SOFTWARE NECESSARY TO SECURE APPROVED PERMITS AND ENTITLEMENTS FROM ALL JURISDICTIONAL AGENCIES REQUIRED FOR CONSTRUCTION OF THE WORK.• SUBMIT TO THE COUNTY AND CITY OF DUBLIN A STORMWATER REQUIREMENTS CHECKLIST • LEED SILVER CERTIFICATION FOR NEW CONSTRUCTION FOR ALL OCCUPIED BUILDINGS AND INCORPORATE APPLICABLE MEASURES INTO PROJECT PLANS. THE CHECKLIST CAN BE • PERMIT FACILITATION, COORDINATION AND APPROVALS DOWNLOADED FROM THE CITY'S WEBSITE AT: HTTP://DUBLIN.CA.GOV/1656/STORMWATER- • COMPLIANCE, RECORD KEEPING AND AUDIT COORDINATION WITH COUNTY OF ALAMEDA PROJECT LABOR AGREEMENTS (PLA) DEVELOPMENT -SUBMITTAL -REQUIRE. • PROVISION OF ALL LABOR, MATERIALS, EQUIPMENT, INSURANCE AND PROFIT & OVERHEAD COSTS • PROVISION OF GEOTECHNCIAL ENGINEERING SERVICES • PROVIDE A DETAILED EROSION AND SEDIMENT CONTROL PLAN WITH THE GRADING PLAN • PROVISION OF TOPOGRAPHIC SURVEY SERVICES SUBMITTAL TO THE COUNTY AND CITY OF DUBLIN THAT SHALL CONTAIN THE"CLEAN BAY • VERIFICATION FOR ACCURACY AND COMPLETENESS OF (E) UTILITY DRAWINGS PROVIDED BY COUNTY BLUEPRINT," WHICH CAN BE FOUND ON THE CITY OF DUBLIN WEBSITE AT THE FOLLOWING • PROVISION OF QUALIFIED ADEQUATE NUMBERS OF STAFF AND TRADES PEOPLE TO COMPLETE THE WORK PER THE APPROVED PROJECT SCHEDULE ADDRESS: HTTP://WWW.DUBLIN.CA.GOV/DOCUMENTCENTER/VIEW/13531 BUILDING PERMITS AND FEES • • CONTINUOUS ON -SITE SUPERVISION OF THE WORK BY A QUALIFIED PROJECT SUPERINTENDENT • PREPARE AND SUBMIT A STORMWATER MANAGEMENT PLAN TO THE COUNTY SHOWING • PROJECT MANAGEMENT, SCHEDULING, INSPECTIONS, TESTING COORDINATION HOW C.3 AND C.10 REQUIREMENTS ARE MET. INDICATE HOW THE MUNICIPAL REGIONAL • SUBCONTRACTOR SCHEDULING AND COORDINATION STORMWATER NPDES PERMIT REQUIREMENTS SHALL BE MET IN THE CONSTRUCTION • COVID CONSTRUCTION SAFETY PROTOCOLS COMPLYING WITH ALAMEDA COUNTY GUIDELINES, IMPLEMENTED AND MANAGED BY THE GENERAL CONTRACTOR DOCUMENTS. THE STORMWATER MANAGEMENT PLAN SHALL DELINEATE DRAINAGE • ONSITE WEEKLY JOB SITE OWNER, ARCHITECT, CONTRACTOR (OAC) MEETINGS MANAGEMENT AREAS (DMAS) AND INCLUDE CORRESPONDING C.3 CALCULATIONS FOR • COORDINATION WITH NEIGHBORING PROPERTY OWNERS TO MINIMIZE DISRUPTION TO ONGONG COUNTY OR CITY OPERATIONS AND DISTURBANCE TO NEARBY RESIDENTS. EACH DMA. • PROVISION OF CONSTRUCTION STAGING AND PARKING AREAS • COORDINATION, MANAGEMENT AND SCHEDULING WITH PG&E OF ALL PG&E RELATED ENGINEERING, PERMITS AND THE INSTALLATION OF PG&E WORK. DBE TO VERIFY • DEMONSTRATE TO THE COUNTY AND CITY OF DUBLIN HOW THE FOLLOWING SOURCE SWITCHGEAR IS AVAILABLE ON -SITE WITH 325A OF POWER STORM WATER CONTROL FEATURES ARE MITIGATED IN THE CONSTRUCTION DOCUMENTS •• COORDINATION OF COUNTY OF ALAMEDA BUILDING & PLANNING DEPARTMENT AND PUBLIC WORKS INSPECTIONS. INCLUDING BUT NOT LIMITED TO THE FOLLOWING FACILITY ELEMENTS: COORDINATION AND SCHEDULING OF THE PUBLIC ART IN ACCORDANCE WITH THE COUNTY'S PUBLIC ART ORDINANCE. THE PUBLIC ART DESIGNED BY OTHERS WILL BE A. METAL ROOFS - COAT ALL METAL ROOFS, INCLUDING GALVANIZED ROOFS, MOUNTED ON CONCRETE FOUNDATIONS WITH INTEGRAL STEEL FRAMES (FRAME SYSTEMS) PROVIDED BY THE DBE. THE ART SHALL BE INSTALLED BY THE ARTIST. DBE TO WITH RUST -INHIBITIVE PAINT. COORDINATE AND INSTALL THE LOCATIONS OF THE PUBLIC ART FRAME SYSTEMS SO AS NOT TO CONFLICT WITH THE CONCRETE BIO-SWALE BASIN, LANDSCAPE B. FIRE SPRINKLER - FIRE SPRINKLER TEST WATER DISCHARGE SHALL BE TO AN IRRIGATION SYSTEM, ANY BELOW GRADE UTILITIES AND PROPOSED STREET TREE LOCATIONS. FINISHED FRAME SYSTEM AND PUBLIC ART INSTALLATION WILL BE FINE APPROPRIATELY SIZED LANDSCAPE AREA OR SANITARY SEWER. FOR LANDSCAPE GRADED AND MULCHED TO SEAMLESSLY BLEND INTO THE LANDSCAPE IMPROVEMENTS BY THE DBE. DBE SHALL COMMUNICATE, COORDINATE, SCHEDULE WITHIN THE CPM DISCHARGE, REFER TO THE CITY OF DUBLIN FIRE SPRINKLER TEST WATER FACT CONSTRUCTION SCHEDULE AND ALLOW THE PUBLIC ARTIST TEAM ON SITE TO INSTALL AND COMPLETE THE PUBLIC ART INSTALLATION DURING THE CONSTRUCTION OF SHEET, WHICH CAN BE DOWNLOADED FROM THE CITY WEBSITE AT: THE PROJECT. HTTPS://DUBLIN.CA.GOV/1656/DEVELOPMENT-PERMITS-STORMWATE-REQUIRE • COORDINATION WITH AT&T OF LOW VOLTAGE REQUIREMENTS. C. MISCELLANEOUS DRAIN OR WASH WATER - DRAIN CONDENSATE FROM AIR • PROTECTION OF NEIGHBORING BUILDINGS, PAVING, SIDEWALKS, CURBS, GUTTERS, LANDSCAPING & SITE FEATURES THAT ARE NIC TO THIS CONTRACT FROM CONDITIONING UNITS TO APPROPRIATELY SIZED LANDSCAPING AREAS OR CONSTRUCTION DAMAGE, DIRT, DUST OR DEBRIS SANITARY SEWERS. ACQUISITION OF ENCROACHMENT PERMITS FROM THE CITY OF DUBLIN •• MATERIAL HANDLING, MATERIAL PROTECTION, SCHEDULING AND COORDINATION OF ALL MATERIAL SUPPLIERS AND SUBCONTRACTORS TO ENSURE THE ORDERLY• PROVIDE PLANTS WITHIN THE BIO RETENTION AREAS AND FLOW THROUGH PLANTERS PROGRESS OF THE WORK WHICH ARE CONSISTENT WITH THE DUBLIN CLEAN WATER PROGRAM PRE -APPROVED LIST. • AND SCHEDULING OF THE WORK COVERED BY SEPARATE BUILDING PERMITS OR BY OTHER SUBCONTRATORS ASSOCIATED WITH THE CONSTRUCTION OF THE WORK. • DESIGN AND CONSTRUCT BIO-RETENTION AREAS TO BE FLAT, TO ALLOW EVEN • PROVISION OF JOB SITE TEMPORARY MODULAR OFFICE TRAILER, POWER, WATER & PORTABLE TOILETS FOR CONSTRUCTION PURPOSES DISTRIBUTION OF RUNOFF. PROVIDE TOP OF SOIL ELEVATIONS AND REMOVE SLOPES ON • PROVISION OF A 6' HIGH TEMPORARY JOB SITE CHAIN LINK FENCE WITH GREEN VISUAL SCREEN FABRIC SURROUDING THE ENTIRE AREA OF WORK WITH 12' MIN.VEHICLE THE GRADING PLAN AS NEEDED. GATE AT EXISTING CURB CUT ON GLEASON DRIVE. • CUTTING AND PATCHING • PROVIDE AND INSTALL APPROVED FULL TRASH CAPTURE DEVICES TO MEET MRP • EXISTING UTILITY PROTECTION, CAPPING & RELOCATION PROVISION C.10 REQUIREMENTS. APPROPRIATE STORMWATER MANAGEMENT MEASURES • DEACTIVATION, CAPPING, REMOVAL & SAFEING OF EXISTING PRESSURIZED GAS, WATER, AND POWER PIPING, VALVES, METERS AND ASSOCIATED SYSTEMS (E.G., TRASH CAPTURE, TREATMENT, HYDROMODIFICATION, AS REQUIRED) MUST BE • EROSION & STORM WATER RUNOFF CONTROL INSTALLED WITH EACH PHASE OF THE PROJECT. TEMPORARY FACILITIES ARE NOT , SHORING & JOB SITE SAFETY PERMITTED. • DEWATERING AND LEGAL STORAGE & DISPOSAL OF ALL PUMPED GROUND AND RAIN WATER FROM EXCAVATIONS • MISC. SITE & EXISTING BUILDING AND FOUNDATIONS DEMOLITION AND REMOVAL OF DEBRIS • PROVIDE STORMWATER TREATMENT SYSTEMS TO MANAGE STORMWATER RUNOFF FROM • REPAIR IN -KIND EXISTING SURFACES TO BE RETAINED THAT ARE DAMAGED BY THE DEMOLITION OR CONSTRUCTION PROCESS ANY IMPERVIOUS SURFACE CREATED/REPLACED IN THE PUBLIC RIGHT OF WAY AS PART OF • SITE PREPARATION INCLUDING SITE DEMOLITION, CLEARING, GRUBBING THE PROJECT, INCLUDING ADA CURB RAMPS, SIDEWALK SECTION REPLACEMENT, • WINTERIZATION OF SITE TO ALLOW FOR CONSTRUCTION OF WORK DURING INCLEMENT WEATHER CURB/GUTTER REPLACEMENT, ETC. • SITE EXCAVATION, MATERIAL MOVEMENT, COMPACTION & LEGAL OFF SITE DISPOSAL OF SPOILS • PROVISION, PLACEMENT AND COMPACTION OF ENGINEERED FILL MATERIALS • COMPLY WITH SB 1383 PROCUREMENT REQUIREMENTS, INCLUDING, ALL MULCH AND • FINE FINISHING GRADING COMPOST USED IN STORMWATER MANAGEMENT MEASURES AND GENERAL LANDSCAPE REINFORCED VEHICULAR CONCRETE PAVING WITH INTEGRAL ROLLED CONCRETE CURBS & GUTTERS AREAS SHALL MEET SB 1383 REGULATORY REQUIREMENTS. MULCH MUST MEET OR • AC PAVING EXCEED THE PHYSICAL CONTAMINATION, MAXIMUM METAL CONCENTRATION, AND • CONCRETE SLAB ON GRADE EXTERIOR PAVING PATHOGEN DENSITY STANDARD IN SQUARE FEET OR LAND APPLICATION SPECIFIED IN 14 • TRENCHING, BACK FILLING, RECOMPACTION AND REPAVING CCR 17852(A) (24.5) (A)1 THROUGH 3. • CMU TRASH ENCLOSURE WITH GATES, STEEL FRAMED ROOF, AND WELDED WIRE MESH SCREENS • NEW CONCRETE CURBS, RETAINNG WALLS, SIDEWALKS AND DRAINAGE WAYS • KEEP AND MAINTAIN A COPY OF ALL RECORDS PERTAINING TO THE PROCUREMENT OF SB • PROTECTION OF THE SITE AND WORK FROM RAIN AND WEATHER DURING CONSTRUCTION COMPLIANT COMPOST AND MULCH. PROVIDE TO THE COUNTY OF ALAMEDA PUBLIC WORKS • EXTERIOR CONCRETE FLAT WORK, WALKWAYS AND FOUNDATIONS DEPARTMENT RECORDS INDICATING THE TOTAL COMPOST AND MULCH PROCURED OR • CONNECTION TO EXISTING SEWER, WATER, FIRE WATER AND STORM DRAIN SYSTEMS USED, THE QUANTITY OF COMPOST (TONS OR CUBIC YARDS) AND MULCH (TONS) • UNDER PAVEMENT UTILITY PIPING SLEEVES PROCURED FROM EACH FACILITY OR ENTITY, FACILITY OR VENDOR INCLUDING •WORK UNDER CITY STREETS AND NEW MANHOLE INSTALLATIONS AS REQUIRED INFORMATION (NAME OF FACILITY, ADDRESS, CONTACT INFORMATION), A GENERAL • NEW FIRE SPINKLER RISER CONNECTION TO CITY WATER MAIN IN STREET DESCRIPTION OF HOW THE COMPOST AND/OR MULCH WAS USED, AND WHERE COMPOST • NEW LANDSCAPING, PLANT MATERIALS AND AUTOMATIC IRRIGATION SYSTEM AND MULCH WAS USED DEMONSTRATING PROCUREMENT. • DRAINAGE IMPROVEMENTS INCLUDING SWALES, STORM DRAIN PIPES, RIPRAP OUTLETS, BIOFILTRATION FEATURES • PROVISION OF ACCESSIBLE PATH OF TRAVEL TO THE BUILDINGS FROM THE PARKING LOT AND PUBLIC RIGHT OF WAY & REQUIRED STRIPING & SIGNAGE • PROTECT EXISTING FIRE HYDRANTS, SIDEWALK ELECTRIC VAULT ACCESS PANELS, AND • NEW ELECTRICAL SERVICE INCLUDING ALL PANEL BOARDS, SWITCH GEAR AND SUBPANELS, CONDUITS AND CONDUCTORS FROM EXISTING PG&E IN -GROUND SERVICE TO OTHER EXISTING FEATURES WITHIN THE PUBLIC RIGHT OF WAY NOT DESIGNATED FOR NEW INTERIOR MOUNTED METER MAIN REPLACEMENT OR RENEWAL FROM DAMAGE FROM CONSTRUCTION ACTIVITIES. • NEW POLE MOUNTED PARKING LOT LIGHTING SYSTEM • NEW CMU SITE WALLS WITH PLASTER FINISH • DBE SHALL MEET AND COORDINATE WITH THE CITY OF DUBLIN'S EXCLUSIVE WASTE • NEW CHAINLINK SECURITY FENCING AND ELECTRONIC SECURITY GATES HAULER, AMADOR VALLEY INDUSTRIES. THE DBE WILL ADDRESS THE FOLLOWING • BUILDING FOUNDATION SYSTEMS REQUIREMENTS AS PART OF THE CIVIL ENGINEERING SITE DESIGN DOCUMENTATION • BUILDING STRUCTURAL SYSTEMS PROCESS TO ENSURE THE PROPERTY TRASH MANAGEMENT PLAN IS SERVICABLE. • BUILDING ENVELOPE SYSTEMS INCLUDING DOORS, WINDOWS, STAIRWAYS, STOREFRONT SYSTEMS WITH ASSOCIATED HARDWARE, AND ACCESS CONTROL SYSTEMS 1. PREPARE GARBAGE TRUCK ACCESS DIAGRAMS FOR THE FACILITY AND PROVIDE • BUILDING INTERIOR FINISHES AND TENANT IMPROVEMENT SYSTEMS TURNING RADIUS ANALYSIS INDICATING ACCEPTABLE VEHICLE PATHS OF TRAVEL • TRAINING TOWER CLASS A BURN ROOM THERMAL LINING AND FIRE BRICK FLOOR SYSTEMS ON -SITE AND FOR TRUCK INGRESS & EGRESS TO THE PROPERTY. • TRAINING TOWER VENT AND PUNCHDOWN PROPS, VERTICAL OPENINGS, PARTITIONS, PARTITION CLOSING SYSTEMS AT CEILING LINE, FLOOR DRAINAGE SYSTEMS, SAFETY 2. PROVIDE A WRITTEN PROPERTY TRASH MANAGEMENT PLAN FOR THE PROJECT. RAILING SYSTEMS, ROOFTOP RAPPEL ANCHORS, STAIRWAYS, SAFETY LINE ANCHORS AND DOOR & WINDOW SYSTEMS • BUILDING MECH., ELEC., PLUMBING, HVAC, FIRE LIFE SAFETY AND LOW VOLTAGE SYSTEMS • BUILDING TELECOMMUNCIATIONS, RADIO, SECURITY AND AV SYSTEMS INCLUDING ALL REQUIRED CABLING, JUNCTION BOXES, TERMINATION POINTS, PATCH PANELS AND DATA RACKS FOR TESTED, CERTIFIED, COMPLETE AND FULLY OPERATIONAL SYSTEMS. • FULL HEIGHT STEEL PERSONNEL LOCKERS AND TURNOUT GEAR LOCKERS • ALL APPLIANCES • STANDBY ELECTRICAL GENERATOR WITH DIESEL FUEL BELLY TANK AND REQUIRED AUTOMATIC TRANSFER SWITCH AND CONNECTIONS • ROUGH AND FINISH ELECTRICAL, LIGHTING, & LIGHTING CONTROL SYSTEMS INCLUDING ALL REQUIRED CONNECTIONS TO ROOF TOP PHOTOVOLTAIC SYSTEMS • SOLAR PHOTOVOLTAIC SYSTEM TO OFFSET 80% OF CLASSROOM BUILDING'S ELECTRICAL POWER CONSUMPTION. DBE TO DESIGN & SIZE SYSTEM ACCORDINGLY. DBE TO VERIFY WITH COUNTY ANY PROVISIONS FOR OPTIONAL BATTERY STORAGE UNITS • INTERIOR ROLLER SHADES • BUILDING MONUMENT SIGNAGE, BUILDING ADDRESS AND ROOM IDENTIFICATION SIGNAGE AND OTHER CODE REQUIRED SIGNAGE SYSTEMS • EXTERIOR AND INTERIOR FINISHES AS INDICATED ON THE DRAWINGS • DAILY & FINAL PROJECT CLEAN UP • PREPARATION OF AS -BUILT RECORD DRAWINGS FOR COUNTY REVIEW, APPROVAL AND USE • PROJECT CLOSE OUT, COMPLETION OF PUNCH LISTS, SECURING OF FINAL INSPECTION APPROVALS & CERTIFICATE OF OCCUPANCY BY COUNTY OF ALAMEDA, CITY OF DUBLIN & ALL OTHER APPLICABLE JURISDICTIONAL AGENCIES Ltel Ca:�] ell � Im Q Q ADD ADDENDUM GND GROUND RM ROOM DETAIL NUMBER Al SEE ` N� OF Ps ADDITION GSM GALVANIZED SHEET METAL RO ROUGH OPENING C2.00) ADJ ADJACENT / ADJUSTABLE GWB GYPSUM WALLBOARD RWL RAIN WATER LEADER AFF ABOVE FINISH FLOOR GYP GYPSUM AL ALUMINUM SAD SEE ARCHITECTURAL DRAWINGS A-501 DRAWING WHERE CORRESPONDING FOUND 1 NUMBERED KEY AREA OF DETAIL CUT ALT ALTERNATE H/C HANDICAPPED SAF SELF ADHERED FLASHING ANOD ANODIZED HDR HEADER SASM SELF ADHERING SHEET MEMBRANE APPROX APPROXIMATELY HDWD HARDWOOD SCD SEE CIVIL DRAWINGS ARCH ARCHITECTURAL HDWE HARDWARE SCHED SCHEDULE ASPH ASPHALT HM HOLLOW METAL SCW SOLID CORE WOOD DETAIL � PERPENDICULAR TO VIEW LEVEL uiillll\ LINE SECOND LEVEL INDICATES HEIGHT ABOVE PROJECT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1 401 LAKESIDE DRIVE 10TH , FLOOR OAKLAN D CA 9461 2 ' ' P HORIZ HORIZONTAL SED SEE ELECTRICAL DRAWINGS \Illo, BD BOARD HPC HIGH PERFORMANCE COATING SECT SECTION E1� AREA OF DETAIL CUT EL 15'-8" DATUM. SEE GENERAL B/T BETWEEN HT HEIGHT SF, SQ FT SQUARE FEET A-501 PARALLEL TO VIEW NOTES FOR DEFINITION BEV BEVELED SHT SHEET BLBLDG D G BLOCKINGUNG ININCHINSINSIDE DIAMETER / DIMENSION SSIM SEEI LANDSCAPE DRAWINGS OF PROJECT DATUM. BM BEAM INLAND INCANDESCENT SMD SEE MECHANICAL DRAWINGS BO BOTTOM (OF) INFO INFORMATION SMS SHEET METAL SCREW INT INTERIOR SPD SEE PLUMBING DRAWINGS CB CATCH BASIN INV INVERT SPEC SPECIFICATION CEM CEMENT SPKR SPEAKER DETAIL PLAN OR ELEVATION DIMENSION AREA OF ENLARGED POINT INDICATES POINT ON O O DIMENSION STRING TO CER CERAMIC J-BOX JUNCTION BOX SQ SQUARE El PLAN OR ENLARGED WHICH A POINT ON CFMF COLD FORMED METAL FRAMING SSD SEE STRUCTURAL DRAWINGS CG CORNER GUARD KO KNOCKOUT SSM SOLID SURFACE MATERIAL CIP CAST -IN -PLACE KP KICK PLATE SS STAINLESS STEEL CL CENTER LINE STC SOUND TRANSMISSION CLASS CLG CEILING LED LIGHT EMITTING DIODE (LIGHT STD STANDARD & SEE TELECOM CLR CLEAR FIXTURE) DRAWINGS CMU CONCRETE MASONRY UNIT LIN LINEAR STL STEEL CNTR COUNTERSINK LL LIVE LOAD STOP STORAGE LP LOW POINT STRUCT STRUCTURE / STRUCTURAL d PENNY (NAILS) LT LIGHT STS SELF -TAPPING SCREW A-401 ELEVATION. F fl 1 SINGLE ELEVATION EXTENT RELATED DRAWING IS ALSO DIMENSIONED. OF CURRENT REVISION N N DEG DEGREES LTG LIGHTING SURR SURROUND DEMO DEMOLITION LVR LOUVER SUSP SUSPENDED DIRECTION OF VIEW DIA DIAMETER LWC LIGHTWEIGHT CONCRETE DIM DIMENSION T&B TOP & BOTTOM ELEVATION NUMBER DRAWING WHERE DISP DISPENSER /DISPOSAL M&S MIRROR &SHELF T&G TONGUE &GROOVE DN DOWN MAS MASONRY THRU THROUGH A-210 ELEVATION IS FOUND. DR DOOR MAT'L MATERIAL TO TOP OF DS DOWNSPOUT MAX MAXIMUM TOB TOP OF BEAM DTL DETAIL MBM METAL BUILDING MANUFACTURER TOC TOP OF CONCRETE DWG(S) DRAWING(S) MECH MECHANICAL TOD TOP OF DECK REVISION SYMBOL IS INSIDE EXTENT OFCOORDINATION CURRENT REVISION AND MULTIPLE ELEVATIONS REVISION REFERENCED TO IT Al nA IYI MFR MANUFACTURER TOP TOP OF PLATE OR PARAPET DIRECTION OF VIEW(S) 5 (E) EXISTING MIN MINIMUM TOS TOP OF SLAB / EA EACH MIRR MIRROR TOW TOP OF WALL REVISION NUMBER - A-210 A5► ELEVATION NUMBER EB EXPOSED BOLT MISC MISCELLANEOUS TPD TOILET PAPER DISPENSER EL ELEVATION MO MASONRY OPENING TYP TYPICAL --./ SEE REVISION HISTORY DRAWING WHERE ON TITLE BLOCK OF ELEC ELECTRIC(AL) MTD MOUNTED ELEV ELEVATION MTL METAL UBC UNIFORM BUILDING CODE EMER EMERGENCY MUL MULLION UL UNDERWRITERS LABORATORIES INC. ENCL ENCLOSED / ENCLOSURE UNF UNFINISHED ENTR ENTRANCE NEW UON UNLESS OTHERWISE NOTED ELEVATION IS FOUND. EACH SHEET. A9 SECTION NEW GRID LINES (N) EP ELECTRIC PANEL BOARD N/A NOT APPLICABLE UTIL UTILITY '/ DETAIL NUMBER EPT EXTERIOR PAINT NEC NECESSARY Al DRAWING WHERE O0 EQ EQUAL NIC NOT IN CONTRACT V VOLTS A-301 SECTION IS FOUND LINE OF SECTION CUT EQUIP EQUIPMENT NO NUMBER VAR VARIES ETC ETCETERA NOM NOMINAL VB VINYL BASE EXT EXTERIOR NTS NOT TO SCALE VEN VENEER - - - O• DIRECTION OF VIEW 1 EXTR EXTRUDED VERT VERTICAL 0/ OVER VEST VESTIBULE F/F FACE TO FACE OA OVERALL VG VERTICAL GRAIN FA FIRE ALARM OC ON CENTER VIF VERIFY IN FIELD FAB FABRICATE OD OUTSIDE DIAMETER / DIMENSION VM VENDING MACHINE FAP FIRE ALARM PANEL OFCI OWNER FURNISHED CONTRACTOR VP VENEER PLASTER FB FLAT BAR INSTALLED FD FLOOR DRAIN OFD OVERFLOW DRAIN W/ WITH FE FIRE EXTINGUISHER OF01 OWNER FURNISHED OWNER W/0 WITHOUT FF FINISH FLOOR INSTALLED WC WATER CLOSET FIC FURNISHED & INSTALLED BY OH OPPOSITE HAND WD WOOD CONTRACTOR OPNG OPENING WF WIDE FLANGE (STRUCTURAL STEEL) FIN FINISHED) OSB ORIENTED STRAND BOARD WNDW WINDOW FIO FURNISHED & INSTALLED BY OWNER WO WHERE OCCURS FIXT FIXTURE P.L. PROPERTY LINE WP WORK POINT / WATERPROOF FL FLOOR LINE PC PRECAST CONCRETE WR WATER RESISTANT FLASH FLASHING PERF PERFORATED WRB WEATHER -RESISTANT BARRIER FLR FLOOR PL PLATE WSCT WAINSCOT FLUOR FLUORESCENT PLAS PLASTER FO FACE OF PLY PLYWOOD X BY FOB FACE OF BUILDING PR PAIR FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH FOF FACE OF FINISH PT POINT / PRESSURE TREATED FOIL FURNISHED BY OWNER PTD PAINT / PAINTED INSTALLED BY CONTRACTOR PVDF POLYVINYLIDENE FLUORIDE FOM FACE OF MASONRY FOS FACE OF STUD FRM'G FRAMING FT FOOT / FEET FTG FOOTING 1! f� J J H H G' G F DEFERRED APPROVALS MATERIALS LEGEND F DEFERRED SUBMITTAL ITEMS, LISTED BELOW, ARE DEPICTED IN THE CONTRACT DOCUMENTS TO SHOW DESIGN INTENT AND RELATIONSHIPS WITH OTHER BUILDING COMPONENTS AND SYSTEMS. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND STRUCTURAL CALCULATIONS FOR DEFERRED SUBMITTAL ITEMS. CONTRACTOR TO INCORPORATE THE REVIEW AND APPROVAL TIME FOR DEFERRED SUBMITTALS IN THE PROJECT SCHEDULE. IF THE CONTRACTOR PROPOSES DEVIATIONS FROM THE SHOWN DESIGN INTENT, THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL EFFORT, MATERIALS, AND DESIGN AT NO ADDITIONAL COST. DEFERRED SUBMITTALS SHALL BE SUBMITTED ACCORDING TO SPECIFICATION REQUIREMENTS, AND INCLUDE STRUCTURAL CALCULATIONS STAMPED/SIGNED BY A LICENSED NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects CA ENGINEER WHERE APPLICABLE. SUBMIT FULLY COORDINATED DEFERRED SUBMITTALS TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW. AFTER DESIGN TEAM REVIEW, A SUBMITTAL SHALL BE MADE TO THE COUNTY AHJ AND OTHER APPROVAL AGENCIES FOR FINAL REVIEW AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THAT REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS. ALL OF THIS IS TO BE COMPLETED PRIOR TO FABRICATION AND INSTALLATION. 1. FIRE SPRINKLER SYSTEM SHOP DRAWINGS, CALCULATIONS AND EQUIPMENT DATA. PER 2022 CALIFORNIA BUILDING CODE, AND REQUIRED TO MEET NFPA 13 2. FIRE UNDERGROUND SERVICES LINES, CONNECTIONS AND FIRE HYDRANTS DATA, FIRE FLOW AND EQUIPMENT PERMIT 3. FIRE ALARM, INCLUDING SENSORS, ALARM DEVICES SMOKE CONTROL SYSTEMS AND MONITORING EQUIPMENT SHOP DRAWINGS AND EQUIPMENT DATA AS INDICATED IN TECHNICAL MANUAL/SPECIFICATIONS AND NFPA 13. 4. GENERATOR, FUEL TANK AND ASSOCIATED EQUIPMENT OPERATIONS PERMIT. PERMIT SUBMITTAL TO BAAQMD. 5. METAL STAIRS AT TRAINING TOWER 6. SHOP FABRICATED WOOD TRUSSES 7. CURTAIN WALL/STOREFRONT GLAZING & ASSEMBLIES IN EXCESS OF 10 FEET 8. TRASH ENCLOSURE GATE, VEHICULAR SWING GATE, PEDESTRIAN GATES, STEEL FENCING AND RELATED FOOTINGS 9. OVERHEAD SECTIONAL DOOR 10. LIGHT GAGE METAL FRAMING 11. SITE LIGHT POLE, FLAGPOLE, AND BOLLARD LIGHT FIXTURE FOOTINGS 12. SUSPENDED GYPSUM BOARD AND ACOUSTIC CEILING SYSTEMS GLAZING GYP -- - _ - BLOCKING CONTINUOUS BD STEEL OR BLOCKING FRAMING, DISCONTINUOUS 7- / / ALUMINUM OR PLYWOOD FRAMING, 7 � j TILE SOLID BATT OR ACOUSTIC INSULATION i i WOOD Revision Number DATE ISSUE DESCRIPTION E E 09/27/2024 100% DESIGN DEVELOPMENT D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA CITY ENGINEER'S STAMP C C Architect of Record SHAH KAWASAKI Contractor B B ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 OVERAA Construction r wi gT' IwwJ GENERAL e CT INFORMATION, GENERAL NOTES, SCOPE OF WORK A A Drawing No. A—OO1 SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT BRODER BOULEVARD r )i3V8133S nO - UNDEVELOPED AREA I r1 ❑ ❑ o 'PUMP TEST BB9 SHADE STRUCTURE J II 10' - 0" SETBACK) IMP IMO - i -- IMO 1 l \\ // vnrvPaau[v CLEP VANPOOLIEV CLEAN AV VANPOOLIEV 4 11111111 C 1 1 1 1 1 1 0' - 0" SETBACK (E) FIRE STATION (E) CHP GLEASON DRIVE MAD I GAN ROAD GENERAL NOTES ACCESSIBLE ROUTE TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-402.2. S.C.D. VEHICLE PARKING SPACE AND ACCESS AISLE TO BE NO STEEPER THAN 1:48 SLOPE PER CBC 11B-502.3. SEE CIVIL SHEET C3.0 FOR STRIPING PLAN. SEE ARCHITECTURAL SITE PLAN (A-101) FOR SITE SIGNAGE & SIGNAGE DRAWINGS FOR ACCESSIBLE PARKING SIGNAGE LOCATIONS, SIZES, AND GRAPHICS SITE PLAN LEGEND ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 PROPERTY LINE (SEE CIVIL DRAWINGS FOR LIMITS OF WORK) ZONING ORDINANCE BUILDING SETBACK LINE (NOT APPLICABLE FOR PD ZONING) NEW BUILDING FOOTPRINT CONCRETE VEHICULAR PAVING, SCD CONCRETE PEDESTRIAN SIDEWALK PAVING, SCD ASPHALT VEHICULAR PAVING, SCD LEGEND ACCESSIBLE ENTRY ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL ACCESSIBLE BUILDING ENTRANCE NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA4t Construction Drawing Title CODE, EGRESS & ACCESSIBILITY SITE PLAN Drawing No. A-011 SITE PLAN CODE DIAGRAM RE: A4/ A-2-201 A4 " = 30'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 PROJECT INFORMATION 20 19 GENERAL: SEE ADDITIONAL INFORMATION ON SHEETS A-000 AND A-001 ACCESSORS PARCEL NUMBER: BUILDING AREAS: - EXISTING: - CLASSROOM: - TRAINING TOWER: - SCBA BUILDING: SITE IMPROVEMENT: JURISDICTION: PARKING REQUIREMENTS: FIRE SPRINKLERED: USE OCCUPANCY: CLASSROOOM: TRAINING TOWER: ZONING: TOTAL BUILDING STORIES: - CLASSROOM: - TRAINING TOWER: - SCBA BUILDING 986-5-38-16 NONE 7,791 SF 5,741 SF 915 SF 140,875 SF COUNTY OF ALAMEDA (2) ACCESSIBLE STALLS REQUIRED PER CBC 11B-208 (1) ACCESSIBLE EVCS REQUIRED PER CBC 11B-228.3 YES (CLASSROOM & SCBA BUILDINGS ONLY) A-3 "ASSEMBLY" B "BUISINESS" 18 LIVE FIRE TRAINING STRUCTURE PER NFPA 1402. THIS STRUCTURE IS NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. PD (PLANNED DEVELOPMENT) 1 5 1 CHAPTER 11B ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING ALL PORTIONS OF THE BUILDING SHALL COMPLY WITH THIS CHAPTER, INCLUDING SITE ACCESS, PUBLIC LOBBY, OFFICES, RESTROOMS, LOCKER ROOMS, TRAINING ROOMS, EXERCISE ROOM, ETC. 21 EXIT 2 EXIT REQ WIDTH: 42 OCC x 0.15" / OCC = 6.3" (MIN 32" PER 11B) WIDTH PROVIDED: 36" TRAVEL DISTANCE = 62' - 0" TRAINING CLASSROOM -LARGE LARGE CLASSROOM -STORAGE 1-102A 1 EXIT 191 SF/ 300 TRAINING CLASSROOM - SMALL 1 EXIT 459 SF/ 15 31 OCC 2 EXIT 1226 SF/ 15 82 OCC TRAVEL DISTANCE = 74' - 11" TRAVEL DISTANCE = 77' - 11" 20 19 17 CODE SUMMARY 16 15 14 13 GENERAL NOTE: CODE SUMMARY BASED ON THE 8,012 SF CLASSROOM BUILDING ONLY. THE 5,741 SF TRAINING TOWER & 915 SF SCBA BUILDING ARE EXCLUDED. APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE PART 2, VOLUME 1 AND 2 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN) 2022 CALIFORNIA REFERENCE STANDARDS CODE NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITION NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022 EDITION NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2019 EDITION NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2022 EDITION NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUID CODE, 2022 EDITION NFPA 72, NATIONAL FIRE ALARM SIGNALING CODE, 2022 EDITION NFPA 80, FIRE DOORS AND OTHER OPENING PROTECTIVES, 2022 EDITION NFPA 1221, STANDARD FOR THE INSTALLATION, MAINTENANCE, AND USE OF EMERGENCY SERVICES COMMUNICATIONS SYSTEMS, 2022 EDITION ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ACCESSIBILITY REQUIREMENTS GOVERNED BY AMERICANS WITH DISABILITIES ACT (ADA), TITLE II, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 1, CHAPTER 11B CHAPTER 3 USE AND OCCUPANCY CLASSIFICATIONS OCCUPANCY GROUPS GROUP A-3 B S-2 DESCRIPTION SECTION AREA ASSEMBLY GROUP SECTION 303.4 2,542 SF BUSINESS GROUP SECTION 304.1 5,470 SF STORAGE SECTION 311.3 522 SF (OUTDOOR, COVERED) BUILDING TOTAL 8,012 SF (NOT INCLUDING S-2) TYPE OF CONSTRUCTION:II-B FIRE PROTECTION SYSTEM: S (WITHOUT AREA INCREASE) THE BUILDING WILL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CBC 903 CHAPTER 4 PLUMBING FIXTURES AND FIXTURE FITTINGS SEE BRIDGING DOCUMENTS, SHEET G-A0.22 CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 508.3, 508.3.3 ALLOWABLE HEIGHT AND AREA BASED ON THE MOST RESTRICTIVE OCCUPANCY, GROUP A-3 PER CBC 508.3.2 ALLOWABLE HEIGHT (CBC TABLE 504.3) 75 FT ALLOWABLE STORIES (CBC TABLE 504.4) 2 STORIES ALLOWABLE AREA (CBC TABLE 506.2) 28,500 SF EXIT 3 EXIT REQ WIDTH: 25 OCC x 0.15" / OCC = 3.75" (MIN 32" PER 11B) WIDTH PROVIDED: 60" COMMONS/BREAKROOM 1-100C 1 EXIT 139 SF/ 150 PUBLIC LOBBY 1 EXIT 506 SF/ 15 34 OCC RECEPTION AREA 1-100A 1 EXIT 56 SF/ 150 1 OCC JANITOR CLOSET 1-105 PUBLI ( RESTRO 1-104 PROPOSED HEIGHT 30' - 0" (AT TOP OF HIGH PARAPET) PROPOSED STORIES 1 STORY PROPOSED AREA 8,012 SF TRAINERS/'MIN OPE\I OFFICE AREA 1-106 1 EXIT 341 SF/ 150 3 OCC EN 0 FICE STOR GE 1-10 B 1 EX T '' t 51 SF/ 150 1 OC TRAVEL DISTANCE = 50' - 6" TRAINING COMMONS 1-100B 1 EXIT 203 SF/ 15 14 OCC FEC LOCKE \ ROOM (ALL GENDER) TRAI DEPUTY CHIEF OFFICE 1 106A 1 XIT 141 0 1 OCC TRAVEL DISTANCE = 80' - 6" 108> EXIT 1 ✓✓ EXIT REQ WIDTH: 108 OCC x 0.15" / OCC = 16.2" (MIN 32" PER 11B) Q WIDTH PROVIDED: 60" n n n n n n n n n n 18 17 16 15 14 LOCKER ROOM (MALE) 1 EXIT 581 SF/ 50 12 OCC 13 12 11 CODE SUMMARY, CON'T 10 CHAPTER 6 TYPES OF CONSTRUCTION TABLE 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) FOR CONSTRUCTION TYPE II-B BUILDING ELEMENT PRIMARY STRUCTURAL FRAME BEARING WALLS EXTERIOR INTERIOR NON BEARING WALLS & PARTITIONS EXTERIOR - SEE TABLE 705.5 INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION FIRE RESISTIVE RATING REQUIREMENTS 0 0 0 SEE BELOW 0 0 0 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS PER CBC TABLE 705.5: EXTERIOR WALL NORTH EAST SOUTH WEST FIRE SEPARATION DISTANCE X >_ 30 X>_30 X>_30 X>_30 RATING REQ. FOR GROUPS A-3, B, S-2, TYPE II-B 0 0 0 0 CHAPTER 9 FIRE PROTECTION SYSTEMS 903.2.1.3 GROUP A-3. AN AUTOMATED SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903 SHALL BE PROVIDED THROUGHOUT ALL THE BUILDING WITH A GROUP A-3, B AND S-2 FIRE AREAS. TRAVEL DISTANCE TO A FIRE EXTINGUISHER: 75 FEET MAX PER CBC TABLE 906.3(1) CHAPTER 10 GENERAL MEANS OF EGRESS AND OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT, NUMBER OF EXITS REQUIRED PER 1006.2 OCCUPANCY TYPE ASSEMBLY (A-3) BUSINESS (B) STORAGE (S-2) AREA 2,151 SF 3,377 SF 696 SF LOAD FACTOR 15 150 300 OCCUPANTS 145 23 3 COMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1 (W/SPRINKLER): A-3 75 FT B: 100 FT S-2: 100 FT EXITS REQUIRED 2 1 1 EXITS PROVIDED 2 4 3 CBC 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS EXCEPTION 2. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. EXIT DOORWAY SEPERATION DISTANCE PER CBC 1007.1.1 EXCEPTION 2: REQ. MINIMUM 1/3 OF OVERALL BUILDING DIAGONAL (157' / 3 = 52' - 4") DIAGONAL FOR A-3 OCCUPANCY DIAGONAL FOR B OCCUPANCY DIAGONAL FOR S-2 OCCUPANCY PROVIDED 64' - 8" 84' - 8 1 /2" 103'-2" 32' - 4" CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE PER CBC TABLE 1017.2 (W/SPRINKER): OCCUPANCY TYPE ASSEMBLY, A-3 BUSINESS, B STORAGE, S-2 EXIT 4 EXIT REQ WIDTH: 13 OCC x 0.15" / OCC = 1.95" (MIN 32" PER 11B) WIDTH PROVIDED: 60" LOCKER ROOM (ALL GENDER) 1-107 1 EXIT 265 SF/ 50 12 TURNOUT ROOM 1 EXIT 609 SF/ 50 13 OCC EXTRACTOR/LAUNDRY AREA 1-108A LOCKER ROOM (MALE) 1-112A 11 DISTANCE 250 FT 300 FT 400 FT CORRIDOR C 1-103C 1-103B LOCKER ROOM (FEMALE) 1 EXIT 309 SF/ 50 10 9 EXERCISE/FITNESS L ROOM — 1 EXIT 728 SF/ 50 15 OCC ELEC. MAIN PANEL ROOM 1 EXIT 153 SF/ 300 TELECOM/SERVER CLOSET 8 1 EXIT 157 SF/ 300 EXIT 5 EXIT REQ WIDTH: 15 OCC x 0.15" / OCC = 2.25" (MIN 32" PER 11B) WIDTH PROVIDED: 36" EXIT 6 EXIT REQ WIDTH: 20 OCC x 0.15" / OCC = 3" (MIN 32" PER 11B) WIDTH PROVIDED: 36" MECH. OOM 1-1 4 1 EXIT 43 SF 300 1 OCC 7 COVERED UTILITY YARD 1-115 1 EXIT 529 SF/ 300 2 OCCi \ / EXIT 7 EXIT REQ WIDTH: 4 OCC x 0.15" / OCC = 0.6" (MIN 32" PER 11B) WIDTH PROVIDED: 36" CODE DIAGRAM - FLOOR PLAN 6 5 RE: A4/ A-2-201 PR03ECT NORTH 4 3 2 PLUMBING FIXTURE CALCULATIONS (CPC TABLE 4-1 AND 422.1) OCCUPANTS GROUP B, BUSINESS GROUP B, FITNESS GROUP A-3, ASSEMBLY AREA (SF) LOAD FACTOR 677 714 2,347 150 50 30 GROUP B, BUSINESS OCCUPANTS REQ'D PROVIDED WATER CLOSET (F) 10 1 1 WATER CLOSET (M) 10 1 1* URINAL (M) 10 1 1 LAVATORY (F) 10 1 1 LAVATORY (M) 10 1 2 SERVICE SINK 20 1 0 GROUP A-3, ASSEMBLY WATER CLOSET (F) WATER CLOSET (M) URINAL (M) LAVATORY (F) LAVATORY (M) SERVICE SINK BUILDING TOTAL WATER CLOSET (F) WATER CLOSET (M) URINAL (M) LAVATORY (F) LAVATORY (M) SERVICE SINK SHOWERS (F) SHOWER (M) DRINKING FOUNTAIN OCCUPANTS REQ'D PROVIDED 40 2 2* 40 1 3* 40 1 1 40 1 4* 40 1 5* 40 1 1 OCCUPANTS REQ'D PROVIDED 50 3 3* 50 2 4* 50 2 2 50 2 5* 50 2 7* 100 2 1 50 0 2* 50 0 3* 100 1 2 * INCLUDES F&M FIXTURES DOUBLE COUNTED IN GENDER NEUTRAL RESTROOMS. (TOTAL GENDER NEUTRAL FIXTURES = 2 WC, 3 LAV, 1 SHOWER) - CPC 422.1.1 LEGEND ROOM NUMBER MIN. NUMBER OF REQ EXITS 150 SF/ 150- - AREA DIVIDED BY LOAD FACTOR 1 OCC MAX. OCCUPANT LOAD ACCESSIBLE ENTRY OCCUPANT EXIT LOAD PATH OF EGRESS FIRE EXTINGUISHER CABINET, SEE DETAIL TYPE TAG EXIT LIGHT/SIGN; SED ARROW DIRECTION SIGN ORIENTATION WALL MOUNT WO ACCESSIBLE BUILDING ENTRANCE ACCESSIBLE REQUIRED CLEARANCES CLEAR n / L PUSH PULL RADIUS CLEAR FLOOR AREA AT DOORS, SEE L WC LAV AREA SCHEDULE - BUILDING - AREA OCCUPANCY -... ROOM NO. 1-100 1-100A 1-100B 1-100C 1-101 1-102 1-102A 1-106 1-106A 1-106B 1-107 1-108 1-109 1-111 1-112 1-113 1-114 1-115 14 ROOM NAME PUBLIC LOBBY RECEPTION AREA TRAINING COMMONS COMMONS/BREAKROOM TRAINING CLASSROOM - SMALL TRAINING CLASSROOM -LARGE LARGE CLASSROOM - STORAGE TRAINERS/ADMIN OPEN OFFICE AREA TRAINING DEPUTY CHIEF OFFICE GEN OFFICE STORAGE LOCKER ROOM (ALL GENDER) TURNOUT ROOM EXERCISE/FITNESS ROOM LOCKER ROOM (FEMALE) LOCKER ROOM (MALE) ELEC. MAIN PANEL ROOM MECH. ROOM COVERED UTILITY YARD TELECOM/SERVER CLOSET GRAND TOTALS (NOT INCLUDING UNOCCUPIED SPACES) 3 2 506 SF 203 SF 139 SF 459 SF 1226 SF 191 SF 341 SF 141 SF 265 SF 609 SF 728 SF 309 SF 581 SF 153 SF 529 SF 157 SF 6688 SF LOAD FACTOR OCC. LOAD 15 34 150 1 15 14 150 1 15 31 15 82 300 1 150 3 150 1 150 1 50 6 50 13 50 15 50 7 50 12 300 1 300 1 300 2 300 1 227 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 Contractor Construction Drawing Title CODE SUMMARY & EGRESS PLAN Drawing No. 1 NOT FOR CONSTRUCTION R P O N M L K J H G 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R TRAINING DEPUTY OFFICE SIGNAGE NOTES CLIENT R 4RVIck,s 1 0 �l 1. SEE DETAILS ON A-022 FOR SIGNAGE MOUNTING AND HEIGHT INFORMATION. 2. REFER TO MECHANICAL DRAWINGS FOR SIGNAGE RELATED TO MECHANICAL EQUIPMENT.14 3. REFER TO PLUMBING DRAWINGS FOR SIGNAGE RELATED TO PLUMBING AND FIRE SPRINKLER SYSTEM EQUIPMENT. 4. REFER TO ELECTRICAL DRAWINGS FOR SIGNAGE RELATED TO ELECTRICAL EQUIPMENT 5. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL PLANS FOR ILLUMINATED EXIT SIGNS. 6. SEE SHEET A-022 A-026 FOR SIGN TYPE DETAILS 7. THE FDC SIGNAGE SHALL BE A DURABLE SIGN WITH BOTH WET AND DRY SYSTEMS IDENTIFIED. THE FIRE PUMP, RISER, AND ELECTRICAL ROOMS SHALL BE IDENTIFIED WITH A DURABLE SIGN. ALL SIGNAGE SHALL BE A MINIMUM OF 4" WHITE LETTERS WITH RED BACKGROUND. 8. FOR ACCESSIBLE PARKING (PER CBC 11B-502) VEHICLE SPACE, ACCESS AISLE, STRIPING, PARKING IDENTIFICATION, CURB RAMP (11B-406.4) & TRUNCATED DOME DETAILS (11B-705.1) SEE SHEET A-101 AND C-300. SEE CIVIL DRAWINGS FOR OTHER SITE IMPROVEMENTS 9. WHERE SIGNAGE IS MOUNTED ON GLASS, PROVIDE MATCHING BLANK PLATE ON OPPOSITE SIDE, ALIGN WITH SIGN. 10. ALL SIGNS ARE CONTRACTOR PROVIDED AND INSTALLED, UON. SEE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE SIGNAGE 12. CONFIRM FINAL LOCATIONS OF ALL SIGNAGE WITH CITY AND ARCHITECT PRIOR TO MOUNTING 13. WHERE SIGNS ARE LOCATED ON THE SITE, PROVIDE 2" GALV. PIPE POLE SET IN CONCRETE BASE @ HEIGHT INDICATED PER ARCHITECTURAL CIVIL DRAWING DETAILS 14. SEE ALSO SIGNAGE NOTES ON A-022 15. FOR SITE SIGNAGE LOCATIONS, SEE SITE PLAN A-101 rr' Ca: Gilt L , 7'CHIEF Q Q ^ Y ], l OF PN)' 1-106A TRAINERS/ADMIN OPEN GEN OFFICE STORAGE TRAINING DEPUTY CHIEF OFFICE TURNOUT ROOM CORRIDOR C OFFICE AREA 1-106B 1-106A 1-108 1-103C ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 1-106 I.RGO1 I.ID01 I.RGO3 I.RGO3 / 1.ID02 / - I V r� TRAINING CLASSROOM -LARGE 11 I.RGO111. _ 1-102 I.RGO1 li I I I i LIDo2 v I.RGO1 • \\\ LID03 • O1.ID02 0 I.RGO2 I I I.ID01 l I.RGO1AND CORRIDOR A / I n 1-103A r LIDo2 . �����r �Iuii EXERCISE/FITNESS r ROOM i� r�� ;�. I 1-109 LOCKER ROOM (ALL GENDER ■ 1-107 N. H SIGNAGE CONTENT SCHEDULE N I.RGO2 I / d I.ID02 ROOM NO SIGN TYPE SIGNAGE INFO JANITOR CLOSET I.ID02 I.ID02 1-105 LIDO I I'-- T 1-103B E.ID01 ENTRY ID I.ID05 I / I I.ID04 E.RGO1 ' E.ID02 BUILDING ADDRESS ID PUBLIC RESTROOM LIDoa I� I.ID05 E.ID03 ENTRY VINYL E.RG01 SHOWER AND EYE WASH ID 1-104 P M M E.RGO2 SHOWER AND EYE WASH ID FLAG SIGN - I Io I.ID01 CLASSROOM SIGN LWF01 I.ID02 I I LIDo2 I.RGO1 LIDo2 T I.ID02 ROOM ID _ LRG01 LID04 I.RGO3 1.ID03 OFFICE ID I.RGO2 I.RGO4 I I.ID02 I.ID05 I.ID05 I.ID04 RESTROOM WALL ID LARGE CLASSROOM - I 1 _ I.ID05 RESTROOM DOOR ID 0 _ Go TeT o• TELECOM/SERVER STORAGE I! CLOSET I.RGO1 EGRESS ID _ _O-� _ _ I.ID04 I.ID04 I.ID02 I.RGO1 1-10 I.ID01 i 1-110 I.RGO2 MAXIMUM OCCUPANCY SIGN I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN _ I I.RGO3 L I.RGO4 RESTRICTED ACCESS G O �� u LID04 7I I.WF01 DIRECTIONAL LID01 G O \ I COVERED UTILITY S-ID01 MONUMENT ID T 1 I LI�oS YARD S-ID02 BUILDING ID I.RGO2 O 1-115 S.RGO1 PARKING REGULATORY SIGN "'"', aI.RGO3 I S.RGO2 ACCESSIBLE PARKING ID S.RGO3 EGRESS SITE ID TRAINING COMMONS 1.ID02 / \ J S.RGO4 AUTHORIZED PERSONNEL SITE SIGN 1-100B I I.RGO3 MECH. ROOM S.WF01 VEHICLE DIRECTIONAL K K I.ID01 n 1-114 S.WF02 PEDESTRIAN DIRECTIONAL 1 1-100 I.RG01 EGRESS ID 1-101 I.ID01 CLASSROOM SIGN /�z J I1 -�'- 7 Q I 1-101 I.RGO2 MAXIMUM OCCUPANCY SIGN T i I.RG01 I.RGO3 LIDo2 1-102 I.ID01 CLASSROOM SIGN LOCKER ROOM (MALE) LOCKER ROOM \ (MALE) LOCKER ROOM ELEC. MAIN PANEL 1-102 I.ID02 ROOM ID 1-112 (FEMALE) ROOM 1-102 I.RG01 EGRESS ID - 1-112A 1-102 I.RGO2 MAXIMUM OCCUPANCY SIGN ,f d 1-111 1-113 1-103A I.RG01 EGRESS ID TRAINING CLASSROOM - SMALL RECEPTION AREA PUBLIC LOBBY J 1-103A I.RGO4 RESTRICTED ACCESS 1-103A I.WF01 DIRECTIONAL 1-103B I.RG01 EGRESS ID 1-103B I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-101 1-100A COMMONS/BREAKROOM 1-103C I.RG01 EGRESS ID 1-100 1-103C I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-100C 1-104 I.ID04 RESTROOM WALL ID PROJECT NORTH 1-104 I.ID05 RESTROOM DOOR ID 1-105 I.ID02 ROOM ID H 1-106A I.ID03 OFFICE ID 1-107 E.RG01 SHOWER AND EYE WASH ID 1-107 I.ID04 RESTROOM WALL ID 1-107 I.ID05 RESTROOM DOOR ID 1-108 I.ID02 ROOM ID 1-108 I.RG01 EGRESS ID 1-109 I.ID02 ROOM ID 1-109 I.RG01 EGRESS ID 1-110 I.ID02 ROOM ID G G 1-110 I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-111 I.ID04 RESTROOM WALL ID 1-111 I.ID05 RESTROOM DOOR ID 1-112 I.ID04 RESTROOM WALL ID 1-112A I.ID04 RESTROOM WALL ID CLASSROOM - SIGN LOCATION PLAN G4 1-112A I.ID05 RESTROOM DOOR ID 1-113 I.ID02 ROOM ID RE: A4/ A-2-201 1/8" = 1'-0" 1-113 I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN 1-114 I.ID02 ROOM ID F F 1-115 I.ID02 ROOM ID NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION E E 10/02/2024 50% DESIGN DEVELOPMENT D D Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA COVERED SEATING AREA E.RGO2 I 1 C C 1, E.RGO1 GOO _ Architect of Record SHAH KAWASAKI _ E.RGO2 _Contractor T T T I.ID05 I.ID04 I.ID05 I.ID02 RESTROOM RESTROOM SCBA ROOM B B ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 • ORAIL Construction 3-103 3-102 3-101 Drawing Title SIGNAGE PLANS A A Drawing No. A-021 SCBA BUILDING - SIGN LOCATION PLAN A4 SKA Project Number: 24702 RE: A4/ A-2-201 1/8" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 GENERAL SIGNAGE NOTES 19 18 MOCK-UP OF EACH SIGN SHALL BE PROVIDED AND REVIEWED BY ARCHITECT PRIOR TO FABRICATION 2. ATTACH SIGNAGE WITH ADHESIVE. 17 3. SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MIN. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. AFF OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. FOR ADDITIONAL INFORMATION ON RAISED CHARACTERS AND BRAILLE REQUIREMENTS, SEE CBC CHAPTER 11B A. BRAILLE SHALL BE GRADE 2 WITH DIMENSIONS AS INDICATED IN CBC 11B-703.3.1 CHARACTERS SHALL BE SANS SERIF TYPE AND IN UPPERCASE. HEIGHT SHALL BE 5/8" MIN. AND 2" MAX UON, SEE ALSO HEIGHTS NOTED ON SIGN TYPES. C. RAISED CHARACTERS SHALL BE 0.025" MIN. AND 0.037" MAX. ABOVE THEIR BACKGROUND. D. PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF UPPERCASE LETTER "0" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "T". E. STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE CHARACTER. 6. SIGNAGE COLOR TO BE DETERMINED BY ARCHITECT. 7. CONTRACTOR TO COORDINATE ROOM NUMBER AND NAME WITH FINAL APPROVED BY OWNER, SEE ALSO SIGNAGE CONTENT SCHEDULE ON A-021. 21 20 19 18 17 16 15 PUSH SIDE 32" CLEAR MIN. PULL SIDE 14 12" MIN. 13 PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 118" MIN. CLR.1 1 @ INTERIOR DOORS 1 _L J_ 24" MIN. CLR @ EXTERIOR DOORS CODE REF: 11 B-404.2 LEVEL MANEUVERING CLEARANCE AT DOORS 16 15 14 1/2" = 1'-0 13 12 11 10 ALTERNATE CONDITION: WHERE SWITCHES OCCUR AT END OF DOOR SWING LOCATE SWITCHES AND OTHER ELECTRICAL DEVICES WITHIN 1'-6" OF EDGE OF DOOR. FLASHING EMERGENCY INDICATOR LIGHT (STROBE LIGHT) CENTERLINE OF TOP ROW OF SWITCHES AND LEVER HANDLE CARD READER WHERE OCCURS LIGHT SWITCH, DIMMER, THERMOSTAT & OTHER CONTROLS; ALIGN HORIZONTALLY ACCESSORY SWITCHES & CONTROLS: PLACE WITHIN 1'-6" (HORIZONTALLY)OF DOOR; WHERE ADDITIONAL ROWS ARE REQD BY RM FUNCTION, PLACE PRIMARY LIGHT SWITCHES ON TOP, ACCESSORY SWITCHES & CONTROLS AT BOTTOM. ADA PUSH PLATE -PROVIDE AT BOTH INTERIOR AND EXTERIOR SIDE OF DOOR, SEE ###/#-### ELEC WALL OUTLET WHERE OCCURS. ALIGN VERTICALLY W/ ELEC SWITCH IF OUTLET IS WITHIN 2'-0" OF DOOR. CODE REF: 1008.1.9.2 DEVICE PLATE LOCATIONS HARDWARE AT TYPICAL DOOR & EXIT DOOR UNLATCHING FORCE SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS, 5 LBS FOR INTERIOR DOORS AND CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN. THE AUTHORITY HAVING JURISDICTION MAY INCREASE THE MAXIMUM EFFORT TO OPERATE FIRE DOORS TO ACHEIVE POSITIVE LATCHING BUT NOT TO EXCEED 15 LBS. MAX AUTOMATIC DOOR OPENER ACTUATOR WHERE OCCURS LEVER TYPE HARDWARE, TYPICAL. LEVER HANDLE SHALL RETURN TO DOOR. (SHALL BE MOUNTED @ 40" AFF, UON) SMOOTH UNINTERRUPTED SURFACE MOUNTING LOCATIONS OF HARDWARE AT DOORS 12 11 10 9 z ELEV z c Fib SANITARY NAPKIN TOILET DISPOSAL PAPER DISPENSER 18". CLEAR FLOOR SPACE 30" 8 BOT. OF GLASS SEAT SOAP PAPER SANITARY COVER DISPENSER TOWEL NAPKIN DISPENSER DISPENSER DISPENSER SIDE T.O. OPERABLE PARTS TYP. ROBE HOOK FRONT WRAP PIPE 11" MIN. ACCESSIBLE LAVATORY ELEVATIONS AND MIRROR ELEVATION WOMEN'S TOILET NIC - FOR REFERENCE ONLY 7 6 8" MIN. MENS •r. 7 1'-6" MIN. DISTAN'E ACCESSIBLE TO DOOR (WHERE OCCURS) PAPER TOWEL DISPENSER & RECEPTACLE 11/4"0 MIN. 1 1/20 MAX. ACCESSIBLE TOILET ACCESSIBLE TOILET (SIDE ELEVATION) FLUSH (FRONT ELEVATION) ACTIVATOR TO WIDE SIDE 12" MIN 6" MAX 17"-18" 59" FLEXIBLE SHOWER CONTROL LOCATION ELEVATIONS HOSE PER CBC 11B-608.5.3 1 1 /2" MAX. SHOWER SEAT PER. CBC 11B-610.3 • 61" MIN. CLR 6" MAX 6" MAX CLEAR PACE 36"MINCLR ALTERNATE ROLL -IN SHOWER PLAN CBC 11B-608.2.3 TYPICAL ACCESSIBLE CLEARANCES & MOUNTING HEIGHTS MEN'S TOILET NIC - FOR REFERENCE ONLY 5 4 3 EXIT DOORS CODE REF: 11B-216.8, 11B-703.7.2.6 SIGNAGE DETAILS 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number Project 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 Contractor Construction Drawing Title CODE & SIGN DETAILS Drawing No. NOT FOR CONSTRUCTION R P O N M L K J H G 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 1'-4" 1'-0" NOTES:-. A - Fabricated painted aluminum sign cabinet with internal bracing as required, no visible seaming B - 1" thick #4 brushed cast aluminum letters mounted to face of sign cabinet; provide satin clear coat to completed letter. C-1/4" thick#4 brushed aluminum water -jet cut logo/seal mounted to face of sign cbinet with bolts and mechanical fasteners and 1" standoff posts; dark areas to be screen or direct printed UV Cure graphics; provide satin clear coat to completed sign panel D - 1" thick dimensional aluminum letter; attach to panel with mechanical fasteners through back; painted all exposed surfaces. E - Concrete base F - Internal frame structure, supports and pp convrete base w/ embedded footing as required to secure sign and meet local codes v u v '� U - t.. •��- �i� �i �' ..---- G- Option for External or Internal Illumination II �� ° o CLIENT S1RVIC/ 1' -� : - C '. R n Gil 7 Q Q ,� )'OF ALA • 1" 1' 3" • P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR OAKLAN D CA 94612 , , P • • • • A EMERGENCY • A 0 0 • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 106 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ B NOTES: ak caluminum d el, ied on all A 1/8" thsurfaces; visible surfaces; mounted securely into bracket with silicone adhesive. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Aluminum bracket, satin finish; - • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •41.) 4 A NOTES: A - 1/8" thick acrylic panel, painted face & N N • SHOWER EYE WASH AND returns. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. mechanically fastened to wall; all attachment hardware to match bracket finish. o /— • • & 4 11f) (44) /4 i((_ ,„ ..„/ A E.RGO2 - SHOWER AND EYE WASH ID FLAG SIGN M17 E.RGO1 - SHOWER AND EYE WASH ID M12 S.IDO1 - MONUMENT ID - PLAN VIEW M 1 3/8" = 1'- 3" = 1'-0" 3" = 1'-0" L 8' - 4 3/4" 22' - 0" L K K 1'-4" • • • zo :!ALAMEDA COUNTY FIRE �', Ii *.+ TRAININGCENTER.....,..,it o M J J :_ M ,, �2„ 8 3/4" o • t o H H S.IDO1 - MONUMENT ID - SIDE VIEW H9 S.IDO1 - MONUMENT ID - FRONT VIEW H 1 3/8" = 1'-0" 3/8" = 1' G 29' - 7 1/8" G r— co N F F co NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects — ALAM DA CO UN Y RE DEPAR 11/1 N • 17' 6" Revision Number DATE ISSUE DESCRIPTION E E R1 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT M 3'-10" 9'-10" 3'-10" • o0 D r i A -Nips* t4 N1°0k7r/f6 * NOTES: A - 1" thick red powder coated aluminum cast aluminum letters mounted to face of building on 1" standoff posts; provide satin clear coat to letters B 1/4" thick #4 brushed aluminum water jet cut logo/seal mounted to face of building with 1" standoff posts, bolts and mechanical fasteners; dark areas to be sceen or direct D Project ALAMEDA 5053 FIRE GLEASON C TRAINING E 94568 N DRIVE, T COUNTY E R DUBLIN, CA C7eALIO C Architect of Record K A H A W A S A H K I Contractor . . printed UV Cure graphics; provide satin clear coat to completed sign panel; provide backlighting on logo 0 • C - Mount to building with bolts and silicone flush to building B B ARCHITECTS 570 I Oth Oakland. Street, CA Suite 94607 201 • RAC Construction c,° v • adhesive surface, sealing behind with no gap, and any sealing building penestrations should additional blocking be _ required. N • I RAINING CEN Drawing Title EXTERIOR SIGN DETAILS • A Drawing No. A-023A S.IDO2 - BUILDING ID - FRONT VIEW Al Project Number: 24702 3/8" — 1'-0"SKA 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R • • • 1/8" 2" 3' - 0" 2" • CLIENT R 4,11 V I O Liar 1-4 � J Cil: Orli ill C M LIi • QOR Q - UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISING PLACARRDS f , �� f^l�. OF LICENSE PLATES FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AT OWNER'S EXPENSE AND SUBJECT A g A o TO $250 FINE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE DUBLIN POLICE DEPARTMENT AT (925) 462-1212 PRIVATE PROPERTY NO TRESPASSING OR OVERNIGHT PARKING. VIOLATORS WILL BE TOWED AT OWNERS EXPENSE THIS IS A NO SMOKING CAMPUS / c NOTES: A - Fabricated aluminum sign with painted finish all visible sides; satin finish all exposed surfaces; B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Internal tube frame structure, supports, and concrete base w/embedded steel as required to secure sign. N EXIT B NOTES: ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P TI ROUTE A - 1/8" thick aluminum sign panel with eased edges and corners, painted on all visible surfaces; mechanically fastened to post with welded countersunk hardware, no visible fasteners or weld distortion on sign surface. C B - Screen or direct painted UV Cure • graphics; provide satin clear coat to completed sign panel. C - 2" Square aluminum tube post with capped end, painted on all visible surfaces; concrete footing as required. Ofooting 0 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW N N S.RGO3 — EGRESS SITE ID N8 S.RGO1 — PARKING REGULATORY SIGN N 1 1 " = 1'-0" 1 " = 1'-0" M 9" TYP ± 2'-9 3/8" i M L L • • • • a `" PARKING ONLY A NOTES: A - Standard MUTCD vehicular regulatory sign with size and reflectivity per local state/city requirements and codes by N • Training • • Tower B z = MINIMUM FINE $250 HCPKG Contractor. B - Standard 03" aluminum pole with cap • - • on top to match other similar signs in the co VAN ACCESSIBLE area by Contractor. Kstate/city K - SCBA Building Restrooms NOTES: A 1/8" thick aluminum sign panel with eased edges and corners, painted on all visible surfaces; mechanically fastened to post with welded countersunk hardware, no visible fasteners or weld distortion on sign surface. • Van Accessible w o Q CC u, 0 Q ti C Standard MUTCD ground/pavement mounting with breakaway and required sign face mechanical fastener/brackets per local requirements and codes by Contractor. BScreenUV o NOTES: A - 1/4" thick #4 brushed aluminum water -jet cut letters mounted to face of building; provide satin clear coat to completed letters B - Mount to building with bolts and silicone adhesive flush to building surface, sealing behind with no gap, and any sealing building penestrations should additional blocking be required. or provide sairect pnlnted graphics; p clear coat to completed sign panel. C - 2" Square aluminum tube post with capped end, painted on all visible surfaces; concrete footing as required. J Ua z d • 00 z o 2 B FRONT VIEW SIDE VIEW H H FRONT VIEW G G S.RGO2 — ACCESSIBLE PARKING ID G 15 S.WF02 — PEDESTRIAN DIRECTIONAL G8 E.1D02 — BUILDING ADDRESS — FRONT VIEW G 1 1 " = 1'-0" 1 " = 1'-0" 1 " = 1'-0" F + 1-4" + 1/8" 2 1' - 10" 2" 2' 3 3/8" F NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G E 10/02/2024 50% DESIGN DEVELOPMENT • - y_ , _ - - - ' - -- ' -, z - • - - - °,, • • .• �STOPA _.- r---�- - . , ,, .- B _ _ / N • - ` ;- - . - ,--' __ - ' - --, • -- , I _ _ - n I ' y - - I, ce k - -; -I- I � -I - I' J_ _ I I - - - I x ' _ .$ - ,'- -`' --' =, ,- •- - - NOTES: _ A 1/4" thick #4 brushed aluminum water jet cut logo/seal mounted to face of building Authorized U DBeyong o Personnel Only This Point M�Pu C Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE COUNTY > DUBLIN > CA oZo "' overnight Violators owner's This Campus PGrr PRIVATE No trespassing expense. is a No ���_g PROPERTY or parking.-1 wxpl be towed Smoking at NOTES: A - Fabricated aluminum sign with painted finish all visible sides; satin finish all exposed surfaces B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel C - Internal tube frame structure, supports, and concrete base w/embedded steel footing as required to secure sign _ - _ - - y I r' J with bolts and mechanical fasteners; dark co NOTES: A 1/8" thick aluminum sign panel with eased edges and corners, painted on all visible surfaces; mechanically fastened to post with welded countersunk hardware, no • _ , }' _ _ _ _ _ _ _ _ - - _ rt - ;' _ •, -` _ - - _ _ __ _ _ _ _ _ _ ' _ areas to be sceen or direct printed UV Cure - - graphics; provide satin clear coat to - _ completed sign panel C ir, • ❑ -, - �! , _ -..i _ r �_ B 1/4" thick #4 brushed aluminum water -jet cut letters; provide satin clear coat to • _ I - - - , , - ,- - _ ,- 6' - 0 5/8" ,' ., _ _, , ' _ _ '.- ,•_ - - _ _ . completed letters - Architect of Record S I -I K A W A A S A Iu K 1 Contractor visible fasteners or weld distortion on sign surface. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - 2" Square aluminum tube post with capped end, painted on all visible surfaces; concrete footing as required. , , TTTT C - Mount to building with bolts and silicone adhesive flush to building surface, sealing behind with no gap, and any sealing building penestrations should additional blocking be required. B ARCHITECTS Ot Oakland, Street, CA 60ite 94607 OVERAAt Construction • SIDE VIEW FRONT VIEW Drawing Title — EXTERIOR SIGNS DETAILS FRONT VIEW SIDE VIEW A Drawing No. Am 024 S.RGO4 — AUTHORIZED PERSONNEL SITE SIGN Al 5 S.WF01 — VEHICLE DIRECTIONAL A8 E.IDO1 — ENTRY ID — FRONT VIEW Al SKA Project Number: 24702 1" = 1'-0" 1" = 1'-0" RE: D1/ A-1-141 1" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 131 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 7" 00 • CLASSROOM NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. E - Where wall is < 18" wide, center sign between door frame and corner of wall. Where door swings out toward user, center sign 9" from door jamb. F - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque G - Exterior sign locations to have exterior -grade materials 7" • co • 00 M • • FITNESS 9 • NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. E - Where wall is < 18" wide, center sign between door frame and corner of wall. Where door swings out toward user, center sign 9" from door jamb. F - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque G - Exterior sign locations to have exterior -grade materials 7" N Authorized persorineF o nly PIease push button for assistance_ NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Mount sign with 0.062" thick 3M VHB & silicone adhesive D - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque E - Exterior sign locations to have exterior - grade materials. FINAL MESSAGE TO BE DETERMINED BY OWNER ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P I.ID01 - CLASSROOM ID M15 6" = 1'-0" I.ID02 - ROOM ID M8 „ = 1'-0" I.RGO3 - AUTHORIZED PERSONNEL ONLY M1 = 1'-0" CO N • GV • Fire Chief William McDonald 7" co CO N • v• v • • Fir! Chief William McDonald 106A • NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. INSERT COMPONENT C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. E - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. F - Where wall is < 18" wide, center sign between door frame and corner of wall. Where door swings out toward user, center sign 9" from door jamb. G - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque 7" CO lik Restrooms Chief Fire Office Training Grounds —> Restricted Access A B A B NOTES: A - 1/4" thick acrylic panel, painted face & returns. B - Screen or direct painted UV Cure graphics; provide satin clear coat to completed sign panel. C - Mount sign with 0.062" thick 3M VHB & silicone adhesive 7" CO v • 09 LO • co • CO • • RESTRICTED ACCESS NOTES: A - 1/4" thick acrlic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Symbols pained 1st surface/ E - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. F - If sign is mounted to glass, use V3 gray vinyl backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque I.ID03 - OFFICE ID F15 " = 1'-0 I.RGO3 - AUTHORIZED PERSONNEL ONLY Copy 1 F8 = 1'-0" I.RGO4 - RESTRICTED ACCESS F1 = 1'-0" N L J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 lOth Street, Suite 201 Oakland, CA 94607 Contractor OVERA Construction Drawing Title NTERIOR SIGNS DETAILS Drawing No. A-025 F E D 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 R q1-4 CLIENT R C 1 RVIC/ � O ,�, ,,, Lc critit , MEN 0 WOMEN Q J)Q of P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P ALTERNATE LAYOUTS 9 3/4" - - A A WOMEN CENTER ALTERNATE • MEN ON DOOR CENTER LAYOUTS ALTERNATE LAYOUTS ON DOOR 0 A NOTES: Zo 1111 t • A - 1/4" thick acrylic panel, painted face & returns. B - Thermoformed or dimensionally printed tactile graphics raised 1/32" above panel face; type to be touch painted at face. Rowmark, or NA N c31 other adhesive -set type, will not be considered. C - Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & TXVWRTGBRT ct op ^ 11111 M nA IYI • silicone adhesive. E - Where wall is < 18" wide, center sign between door frame and corner of wall. Where NOTES: A A - 1/4" thick acrylic panel, painted face & swings out toward user, center sign 9" from R S ROOdoor A doorjamb. 0 1 1111 returns. B - Mount sign with 0.0062" thick 3M VHB & M; F If sign is mounted to glass, use V3 gray vinyl �• A backer applied first surface before mounting c� silicone adhesive. c - Exterior sign locations to have exterior -grade materials sign. Vinyl backer should be same size as sign L L GTRYTH plaque G - Exterior sign locations to have exterior -grade • A materials NOTE: Panel color to contast with door color; alternate colors may be required. �• • • GENDER CENTER NEUTRAL ON DOOR K K I.ID04 - RESTROOM WALL ID K12 I.RGO5 - RESTROOM DOOR ID K1 6" = 1'-0" 3" = 1'-0" J 7" • AADCFREG J H H CO • X 1 G • _ RO • • .:••. F F 2 M A • • ALTERNATE LAYOUT 7" NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION E co' 10/02/2024 50% DESIGN DEVELOPMENT I\ANCI MUM• A NOTES: A - 1/8" thick acrylic panel, painted face & returns. _ M occupANcy g B - Screen or direct painted UV Cure graphics; co 0 provide satin clear coat to completed sign panel. C - Mount sign with 0.0062" thick 3M VHB & silicone adhesive. D D • •00 Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA A NOTES: • LO • D - Exterior sign locations to have exterior -grade materials 101/2" • A - 1/4" thick acrylic panel, painted face & returns. 1 X 1• B B - Thermoformed or dimensionally printed tactile 1/32" face; _ '� • _ zo co T = graphics raised above panel type to be touch painted at face. Rowmark, or Architect of Record SHAH , K A 11V 1 A S A K I Contractor 0 . ... C other adhesive -set type, will not be considered. c_ Thermoformed, direct printed or raster bead Grade II Braille, same color as sign panel. D - Mount sign with 0.0062" thick 3M VHB & siliconeadhesive. B B ARCH!TET5OVERAI&t S70 I Qth Oakland, Street, CA Suite 94607 201 Construction Zo r, • E - sign is mounted to glass, use V3 gray vinyl •• • A backer applied first surface before mounting sign. Vinyl backer should be same size as sign plaque INTERIOR Drawing Title SIGNS DETAILS A A Drawing No. A-026 I.RGO1 - EGRESS ID Al 2 I.RGO2 - MAXIMUM OCCUPANCY Al SKA Project Number: 24702 6" = 1'-0" 6" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 VIEW FROM SOUTH EAST CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number I DATE R1 ISSUE DESCRIPTION 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title DESIGN INTENT - EXTERIOR RENDERED VIEWS Drawing No. A-031 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT VIEW FROM SOUTHWEST ELEVATED VIEW OF TRAINING GROUNDS FROM EAST VIEW OF TRAINING GROUNDS FROM NORTHEAST R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 0 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number R1 Project DATE 09/13/2024 10/02/2024 ISSUE DESCRIPTION CITY OF DUBLIN SDR 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 IOth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction N M L K J H G F E D C B Drawing Title DESIGN INTENT EXTERIOR RENDEREC VIEW Drawing No. A-032 A 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT VIEW OF COMMONS LOBBY AREA VIEW FROM BREAK AREA VIEW INTO LARGE CLASSROOM VIEW FROM EXCERCISE ROOM ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA4t Construction Drawing Title DESIGN INTENT - INTERIOR RENDERED VIEWS Drawing No. A-033 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 The tower sits over the training commons, lobby and reception. The lobby with its clerestory windows provides a -- .-_._..-------_-- CLIENT R caVfcts i O '44 r �j irrit �-� centerpiece for the arrival at the campus. This is the social hub or cross roads of the building. The south facing sloped roof extends farther than the Classroom building footprint over the adjacent exterior Utility Yard. This long roof gesture is sized to the scale A uIWTY FIIaE ®� ' Q7, �r . OF Pit,V of the Gleason arterial. The roof is gabled at the north and skylights provide natural daylight for the internal corridor and large classroom, and supports and extensive roofop solar array. ` � ./ ALAMEDA COUNTY GENE ICES AGENCY 1401 LAKESIDE DRIVE 10T H FLOOR, OAKLAN D, CA 94612 P - �� _ _ -�..- 1r 4 -� �141- - - - — O 0 11 11 �'"-- -, II it it 11 11 11 II 0 II II =— - - — ------� -7 _ __ DESIGN INTENT NOTES TRA NINE, 1I ,_ -- „_� The Classroom/Administration Building 1 includes three primary design elements: �� �I r c _ 1) entry/lobby tower n n 2) south and north facing sloped roof I 3) solid building base NThe N I -_,I :11 lim...._ , fie 0111 - taupe solid base of premium quality Aluminum Composite Metal (ACM) panels adds a level of quality at the pedestrian level A worn" and settles the building into the surrounding Ian. cape M M 100 CLASSROOM BUILDING - SOUTHWEST M 1 - i iii I 14411111 , _, ,III _ , 0 . NI op woo • illio III _ - 11. - I i?' Illedito, ill 01 K K H 100 CLASSROOM BUILDING - NORTHEAST H 1 • . . - —, a• ,.. .00 •III,• .00010.111.1110-1111011.111:11.071111110111111111P111 ■ ■II. • ®'- , . ,.., _.% --- --• -. . -, ..- .. -- -- -• . ,..-5. . -- -.„---.....----:„ , .1.-- IIIA /// II■1.■■■■■■■■ MITIMIIIIIM//////111 :■■•■•■■■.•■■■■&11111110• gigie'n _�--• . d ,• a • -,-.. . 4 ..••' . /M■■■■■■■MMN■■■■■■ •./0//////j■I• 0/ ■// /// 00O /..j■//■■. ■■ ■■I■M�N■■�MIM■M .. ■■■ ° ■■■♦ ■■■I 111101110 _ 111- NOTE: If this drawing is not 42 x30 it has been revised from its original size and are no longer pp applicable. theOscales notedw ects a f 2024 Shah Kawasaki Architects /• •'• ' •• _ _ �� •. - . . • • ^ ° -_ ` �' . �� , • ■��• ■■ �■ _ NONMN ��1 =ondrawing/details II.■ ■ ■ ■ ..�' �� 1■-■■■■■���■ • Ili° J •■■M 1�■■w_i a' wmi •' � ._.. " • . .. I■ ' •• � �• ' � ' ' •' •• Revision Number DATE ISSUE DESCRIPTION E R1 09/13/2024 CITY OF DUBLIN SDR 1 - 1 10111.1 -_ � ■��■ R�■� ' 10/02/2024 50% DESIGN DEVELOPMENT ■■■■■ ■■■ Mi -■■ Mom■ - MIM ■■ 1 ■■■■■■■■■■■■■■■■■■■■1, ■■■ommu — I .^ ■■ ■M■■N _ / �� - ]_ ■■■:■■■■■■■■■■■•■i■ l•■•■•■■■alnico ■■■■ �� 1 1 1 1 1, ■ ■■ ■■ ■■■■■ ...II■....I. 1 __ • d .mom.m1 ���1 .. mi I■ ��i • I, 1117.1.1. II,: j I 71771! III --li D . . I I I I J I I I I I I I I I I I I / �'�•••�•••'•%•'•'''•;'•. • •,:� •�•"• •`'• � ■ I , r , V Ov '" • °" +° � Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE COUNTY , DUBLIN, CA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , °'' ° - �_, NI — ■■■■mmil _ ■, ._ I ,� ...a _ .11.11111111 I_.,_.., ■ ■ ■ Aim --"Iir-._ .' ...•..., :... a ° • ,. .�MMIIMIM ���111111111111 i . 4. oginsi .■■ �,_���,.�._.�... ._ -- _ . 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I �I—i11��` J I_' I E r-�:MI I _1 _ 1— _-- TIT Imo;■. =.. — - - ° I'll .•• �— woo �� ��.,I 11 -: . =�� - - _ mow ■ � ' �_�issomow-- � cra�, I_ l� ;--1�■.Ng , Architect of Record K WASAKf Contractor 111,,,,,,,\111 1111111111111111--- Irnimmoriimi 'a' '• • • ■� �■N �■ 1■ ■1 ■ % ■%% 11 a`. a . • . •a °•. , , __ • ■■.■.■�' \, • 011 op._ 11111111111111110111111111 ► , r;ars. �■ % %/ ��■.■..■■ VAO -1 •■■■■■ ■■■' ■■■■'' _ v. % o I I 11■ ■ ��■�■■ ■� I e ®� 00 1■■■■j °' ■■I I d , ARCHITECTS 570 10th Oakland, Street, CA Suite 94607 201 RAC Construction • _ a alPii �ONO ''i IF 4ftlIV \ I� i.„,,, ■ . . _ - I� Drawing Title DESIGN INTENT OVERVIEW - EXTERIOR DESIGN IMAGES A Drawing No. A-034 200 TOWER BUILDING - NORTHEAST Al 2 200 TOWER BUILDING - SOUTHWEST Al SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT LEEDv4 BD+C FOR NEW CONSTRUCTION Alameda County Fire Training Center (ACFTC) 5053 Gleason Drive. Dublin. CA 94568 SUMMARY SCORECARD LEED Project ID No.: TBD 1012/2024 GREEN CONSU LUNG 4.. n Credit 1 Y Y7 N7 N Y Y7 N7 N Y Y7 N7 N Y Y? N? Integrative Process Location and Transportation Credit 1 Credit 2 Credit 3 Credit 4 Credit 5 credit 6 credit 7 Credit 5 LEER tor Neighborhood Development Location Sensitive Land Protection High Priority Site Surrounding Density and Diverse Uses Access to Quality Transit Bicycle Facilities Reduced Parking Footprint Green Vehicles Sustainable Sites C Prereq 1 Construction Activity Pollution Prevention credit]. c credit 2 Credit 3 e Credit 4 Credit 5 n Credu s Site Assessment Site Development - Protector Restore Habitat Open Space Rainwater Management Heat island Reduction Light Pollution Reduction 4 1 Water Efficiency N moo ri n MUM m0M ••0= MMEIM ©uuu ■■M Prereq 1 Prereq 2 Prereq 3 Credit 1 Credit 2 r credit 3 Credit 4 Outdoor Water Use Reduction Indoor Water Use Reduction Building -Level Water Metering Outdoor Water Use Reduction Indoor Water Use Reduction Cooling Tower Water Use Water Metering Energy & Atmosphere C Prereq 1 U Prereq 2 0 Prereq 3 u Freres' 4 C Credit 1 a Credit C Credit 3 C Credit 4 11 Credit 5 1 Credit 6 Credit 7 C Fundamental Commissioning and Verification Minimum Energy Performance Building -Level Energy Metering Fundamental Refrigerant Management Enhanced Commissioning Optimize Energy Performance Advanced Energy Metering Demand Response Renewable Energy Production Enhanced Refrigerant Management Green Power and Carbon Offsets Possible Points: Possible Points 16 16 1 2 5 5 1 1 1 10 Required 1 2 1 3 2 1 Possible Points: 11 Required Required Required 2 6 2 I Possible Points:. 33 Required Required Required Required 6 18 1 2 3 1 2 Y Y? 747 N BUM MEIN MUNI Y Y? N7 N Y Y? N? N Y Y? N? N Y Y? N? N Materials & Resources .1 1 Storage & Collection of Recyclables C Prereq 2 17 Credit 1 C Credit 2 C credit 3 C Credit 4 C Credit 5 Possible Points: Construction and Demolition Waste Management Planning Building Life -Cycle Impact Reduction Building Product 0isciosureand Optimization - Environmental Product Declara Building Product Disclosure and Optimization - Sourcing di Raw Materials Building Product Disclosure and Optimization - Material Ingredients Canstrurfion and Demolition Waste Management Indoor Environmental Quality Prereq I Minimum Indoor Air Quality Performance 0 c c c D 11 11 11 Prereq 2 Credit 1 credit 2 credit 3 Credit 4 Credit 5 Credit 6 Credit 7 Credit s Credit 9 Environmental Tobacco Smoke (ETS) Control Enhanced Indoor Air Quality Strategies Low -Emitting Materials Construction Indoor Air Quality Management Plan Indoor Air Quality Assessment Thermal Comfort Interior Lighting: controls and quality Daylight Quality VieWs Acoustic Performance Innovation & Design Process c c u u C credit 1.1 Exemplary Performance in EQc2 low -emitting Credit 1.2 Credit 1-3 Credit 1.4 Credit 1-5 Credit 2 Exemplary Performance in MRc4 BPOO- EPOs innovation- Purchasing lamps (no mercuryl Green cleaning and IPM SSpc129 Pilot- Comprehensive Composting LEED"Accredited Professional Regional Priority Credit 1.1 Credit 1.2 Credit 1.3 Credit 1.4 EAc2 • Optimized energy (min 10 points) EAc5 -Access to quality transit (min 5 points) MRc3 - BPDO Sourcing (min 1 pt) WEc1 Outdoor Water Use Reduction (min 2 points) WEc2 - Indoor wateruse(min 4 points) 55c4 - Rainwater Mgmt (min 3 pts T.9 Required Required 5 2 2 2 2 Possible Points: 16 Required Required a 3 1 a 1 2 3 Possible Points: Possible Points: 5 1 1 1 1 1 1 4, 1 53 22 18115 TOTAL (Re •uired: SILVER, Goal: Gold) Possible Points: 110 Certified 40 to 49 points Silver 50 to 59 points Gold 60 to 79 points Platinum 80 to 110 points D= Design or C=Construction Credit www-argreertconsublrg. curt Page 1 u19 A5.602 CALGreen VERIFICATION GUIDELINES MANDATORY MEASURES CHECKLIST Application: This checklist shall be used for nonresidential projects that meet one of the following: new construction, building addi- tions of 1,000 square feet or greater, or building alterations with a permit valuation of $200,000 or more pursuant to Section 301.3 AND do not trigger a Tier 1 or Tier 2 requirement: Y = Yes (section has been selected and/or included) N/A = Not Applicable (code section does not apply to the project —mainly used for additions and alterations) 0 = Other (provide explanation) IN] = New construction pursuant to Section 301.3 [A] = Additions and/or Alterations pursuant to Section 301.3 CHAPTER 5 DIVISIONS SECTION TITLE CODE SECTION Y N/A 0 PLAN SHEET, SPEC OR ATTACH REFERENCE DIVISION 5.1 Planning and Design Mandatory Deconstruction and reuse of existing structures, Scope with Exception 5,105.1 Reuse of existing building & Verification of compliance with 5.105.2 and Mandatory note 5.105.2.1 Mandatory Stonn water pollution prevention for projects that disturb less than 1 acre of land 5.106.1 through 5.106,2 Mandatory Short-term bicycle parking (with exception) 5.106.4.1.1 5.106.4.1.2 Mandatory Long-term bicycle parking through 5.106.4.1.5 Electric vehicle (EV) charging [N] with Section 5.106.3.1, 5.106.5.3.1, 5.106.5.3.2 and associated Table 5.106.5.3.1 5.106.5.3.2, Table 5.106.5,3.1, 5.106.5.3.2.1, 5.106.5.3.2.2, 5.106.5.3.3, Mandatory 5.106.5.3.4 and 5,106.5.3.5 OR OR Power Allocation Method: 5.106.5.3.6, Section 5,106.5.3,6 and associated Table 5,106.5.3.6 Table 5.106.5.3.6, 5.106.5.3.3, 5.106.5.3.4 and 5.106.5.3.5 Mandatory Additions or Alterations to existing buildings or parking facilities [A] with Exceptions 5.106.5.4 Mandatory Existing buildings or parking areas without previously installed EV capable infrastructure [A] 5.106.5.4.! Mandatory Existing buildings or parking areas without previously installed EV capable infrastructure [A] 5. 106.5.4.2 Mandatory Electric vehicle (EV) charging: medium -duty and heavy-duty 5.106.5.5 ] Electric vehicle charging readiness requirements for ware - Mandatory houses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street loading spaces [N] 5.106.5.5.1 Mandatory Table 5.106.5.5.1 5.106.5.5 and 5.106.5.5.1 Mandatory Lb ht pollution reduction [N] (with exceptions, notes and taMandatory ) 5,106.8,2106.8 trough Grading and paving (exception for additions and alterations not altering the drainage path) 5.106.10 DIVISION 5.2 Energy Mandatory Meet the minimum energy efficiency standard 5.201.1 Efficiency (continued) CHAPTER 5 DIVISIONS SECTION TITLE CODE SECTION Y N/A 0 PLAN SHEET, SPEC OR ATTACH REFERENCE DIVISION 5.3 Water MandatorySeparate meters (new buildings or additions > 50,000 sf that consume more than 100 gal/day) 5.303.1.1 Efficiency and Conservation Mandatory Separate meters (for tenants in new buildings or addi- tions that consume more than 1,000 gal/day) 5.303.1.2 Mandatory Water closets shall not exceed 1.28 gallons per flush (gpf) 5.303,3.1 Mandatory Wall -mounted urinals shall not exceed 0.125 gpf 5.303.3.2.1 Mandatory Floor -mounted urinals shall not exceed 0.5 gpf 5.303,3,2.2 Mandatory Single showerhead shall have maximum flow rate of 1.8 gpm (gallons per minute) at 80 psi 5.303.3.3.1 Mandatory ry Multiple showerheads serving one shower shall have a combined flow rate of 1.8 gpm at 80 psi 5.303.3.3.2 Mandatory Nonresidential lavatory faucets 5.303.3,4,1 Mandatory Kitchen faucets 5.303.3.4.2 Mandatory Wash fountains 5.303.3.4.3 Mandatory Metering faucets 5.303.3.4.4 Mandatory Metering faucets for wash fountains 5.303.3.4.5 Mandatory Pre -rinse spray valve 5.303.3.4,6 Mandatory Food waste disposers 5.303.4.1 Mandatory Areas of additions or alterations 5.303.5 Mandatory Standards for plumbing fixtures and fittings 5.303.6 Mandatory Outdoor potable water use in landscape areas (with notes) 5.304.1 DIVISION 5.4 Mandatory Weather protection 5.407.1 Material Mandatory Moisture control: sprinklers 5.407.2,1 Conservation and Resource Mandatory Moisture control: exterior door protection 5-407.2.2.1 Efficiency (continued) Mandatory Moisture control: flashing 5.407.2.2.2 Construction waste management --comply with either: 5.408.1.1, Mandatory Sections 5.408.1.1, 5.408,1.2, 5.408.1.3 or more strin- 5,408.1.2, gent local ordinance 5,408,1.3 Mandatory Construction waste management: documentation 5.408.1.4 Mandatory Universal waste [A] 5.408.2 Mandatory Excavated soil and land clearing debris (100% reuse or recycle) with Exception and Notes 5.408.3 Mandatory Life Cycle Assessment, Scope, Whole building life 5.409.1, cycle assessment with Notes, Building components, 5,409.2, Reference study period, and Verification of compliance 5.409,2,1, 5.409.2.2 and 5.409.2.3 Mandatory Life Cycle Assessment, Scope, Product GWP compli- 5.409.1, ance — prescriptive path, 5.409.3.1 with Exception and 5.409.3, Exception EQUATION, Verification of compliance 5,409.3.1, and Product GWP Limits Table with Footnotes 5.409.3.2 and Table 5.409.3 Mandatory Recycling by occupants (with exception) 5.410.1 Mandatory Recycling by occupants: additions (with exception) 5.410.1.1 Mandatory Recycling by occupants: sample ordinance 5-410.1.2 Mandatory Commissioning new buildings (? 10,000 sf) [N] 5.410.2 Mandatory Owner's or owner representative's Project Require- ments (OPR) [N] 5,410.2.1 Mandatory Basis of Design (BOD) [N] 5.410.2.2 (continued) CHAPTER 5 DIVISIONS SECTION TITLE CODE SECTION Y NIA O PLAN SHEET, SPEC OR ATTACH REFERENCE (continued) DIVISION 5.4 Material Conservation and Resource Efficiency Mandatory Commissioning plan [N] 5.410.2.3 Mandatory Functional performance testing [N] 5.410,2,4 Mandatory Documentation and training [N] 5.410.2.5 Mandatory Systems manual [N] 5.410.2.5.1 Mandatory Systems operation training [N] 5.410.2.5.2 Mandatory Commissioning report [N] 5.410,2,6 Mandatory Testing and adjusting for new buildings < 10,000 sf or new systems that serve additions or alterations [A] 5.410,4 Mandatory System testing plan for renewable energy, landscape irrigation and water reuse [A] 5.410.4.2 Mandatory Procedures for testing and adjusting 5.410.4.3 Mandatory Procedures for HVAC balancing 5.410.4.3.1 Mandatory Reporting for testing and adjusting 5.410.4.4 Mandatory Operation and maintenance (O&M) manual 5.410.4.5 Mandatory Inspection and reports 5.410.4.5.1 DIVISION 5.5 Environmental Quality (continued) Mandatory Fireplaces 5.503.1 Mandatory Woodstoves 5.503.1.1 Mandatory Temporary ventilation 5.504.1 Mandatory Covering of ducts openings and protection of mechan- ical equipment during construction 5.504.3 Mandatory Adhesives, sealants and caulks 5.504.4,1 Mandatory Paints and coatings 5.504.4.3 Mandatory Aerosol paints and coatings 5.504.4.3.1 Mandatory Aerosol paints and coatings: verification 5.504.4.3.2 Mandatory Carpet systems 5.504.4.4 Mandatory Carpet cushion 5.504.4.4.1 Mandatory Carpet adhesives per Table 5.504.4.1 5.504.4.4.2 Mandatory Composite wood products 5.504.4.5 Mandatory Composite wood products: documentation 5.504.4.5.3 Mandatory Resilient flooring systems 5.504.4.6 Mandatory Resilient flooring: verification of compliance 5.504.4.6.1 Mandatory Thermal insulation 5.504.4.7 Mandatory Verification of compliance 5.504.4.7.1 Mandatory Acoustical ceilings and wall panels 5.504,4,8 Mandatory Verification of compliance 5.504.4.8.1 (continued) CHAPTER 5 DIVISIONS SECTION TrrLE CODE SECTION Y NIA 0 PLAN SHEET, SPEC OR ATTACH REFERENCE (continued) DIVISION 5.5 Environmental Quality Mandatory Filters (with exceptions) 5.504.5.3 Mandatory Filters: labeling 5.504.5.3.1 Mandatory Environmental tobacco smoke (ETS) control 5.504.7 Mandatory Indoor moisture control 5.505.1 Mandatory Outside air delivery 5.506,1 Mandatory Carbon dioxide (CO2) monitoring 5.506.2 Mandatory Acoustical control (with exception) 5.507.4 Mandatory Exterior noise transmission, prescriptive method (with exceptions) 5.507.4.1 Mandatory Noise exposure where noise contours are not readily available 5.507.4.1, l Mandatory Performance method 5.507.4.2 Mandatory Site features 5.507.4.2.1 Mandatory Documentation of compliance 5.507.4.2.2 Mandatory Interior sound transmission (with note) 5.507.4,3 Mandatory Ozone depletion and greenhouse gas reductions 5.508.1 Mandatory Chlorofluorocarbons (CFCs) 5.508.1.1 Mandatory Halons 5.508.1.2 Mandatory Supermarket refrigerant leak reduction for retail food stores 8,000 square feet or more Sections 5.508.2 through 5.508.2.6.3 5.508.2 through 5.508.2.6.3 END OF MANDATORY PROVISIONS Documentation Author's 1 Responsible Designer's Declaration Statement D Mandatory: I attest that this mandatory provisions checklist is accurate and complete. Signature: Company: Date: Address: License: City/State/Zip: Phone: ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\.\ Construction Drawing Title LEED SCORECARD & CALGREEN CHECKLIST Drawing No. A-045 J F SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 AB ABAND ABT ACD AC I ACP ACR AD ADA ADJ ALT ANSI APPROX ARCH ASB ASPH ASTM AVE BC BCR BITUM BKF BLDG BLVD BM BO BOT BOW BS BVC BW AGGREGATE BASE ABANDON ANCHOR BOLT ACCESS DOOR AMERICAN CONCRETE INSTITUTE ASBESTOS CEMENT PIPE ACRE AREA DRAIN AMERICANS WITH DISABILITIES ACT ADJUSTABLE ALTERNATE AMERICAN NATIONAL STANDARDS INSTITUTE APPROXIMATE ARCHITECTURAL AGGREGATE SUBBASE ASPHALT AMERICAN SOCIETY FOR TESTING AND MATERIALS AVENUE BEGINNING OF CURB BEGIN CURB RETURN BITUMINOUS BACKFILL BUILDING BOULEVARD BENCHMARK BOTTOM OF BOTTOM BACK OF WALK BOTTOM OF SLOPE BEGIN VERTICAL CURVE BARBED WIRE C COVER C-C CENTER TO CENTER C&G CURB AND GUTTER CALTRANS CALIFORNIA DEPARTMENT OF TRANSPORTATION CAP CB CEM CF CFS CI CIP CJ CLF CLR CO CONC CONST CONT COORD CORR CP CSP CTB CTR CTY CULV CY D DEL DET DEMO DI DIA DIM DIP DN DR DRV DRWY DS DTR DWG E (E) EA EB EJ EL EMB EP EQ EQPT ESMT EVC EW EXC EXP JT EXPO EXT CORRUGATED ALUMINUM PIPE CATCH BASIN CEMENT CUBIC FOOT CUBIC FEET PER SECOND CAST IRON CAST IRON PIPE CONSTRUCTION JOINT CHAIN LINK FENCE CLEAR, CLEARANCE CLEANOUT CONCRETE CONSTRUCT CONTINUOUS COORDINATE CORRIDOR CONCRETE PIPE CALTRANS STANDARD PLANS/ CORRUGATED STEEL PIPE CEMENT TREATED BASE CEMENT TREATED BASE CENTER COUNTY CULVERT CUBIC YARD DEPTH DELINEATORS DETAIL/DETOUR DEMOLITION DRAINAGE INLET DIAMETER DIMENSION DUCTILE IRON PIPE DOWN DOOR DRIVE DRIVEWAY DOWNSPOUT DETOUR DRAWING EAST EXISTING EACH EASTBOUND EXPANSION JOINT ELEVATION EMBANKMENT EDGE OF PAVEMENT EQUAL EQUIPMENT EASEMENT END VERTICAL CURVE EACH WAY EXCAVATION EXPANSION JOINT EXPOSED EXTERIOR GENERAL ABBREVIATIONS FC FCO FD FDN FF FG FL FLR FS FT FTG GALV GCL GD GDR GIP GND GR GSP H HI HOR HP HR HT HW ID IE IN INFO INV INV EL IRR JT JOINT FACE OF CURB FLOOR CLEAN OUT FLOOR DRAIN FOUNDATION FILTER FABRIC FINISHED GRADE FLOW LINE FLOOR FINISHED SURFACE FOOT, FEET FOOTING GALVANIZED GRADING CONTROL LINE GRADE GUARD RAILING GALVANIZED IRON PIPE GROUND GRATE GALVANIZED STEEL PIPE HEIGHT HIGH HORIZONTAL HIGH POINT HANDRAIL HEIGHT HEAD WALL L LA LB LDG LF LIP LOC LONG LP LR LT MAX MED MET MFR MH MIN MISC MOD MON MPH MTL N (N) N/A NB NIC NO NOM NTS OC OD OG OH OPNG OPP P/L PB PC PCC PED PERF PERM MTL PG PGL PH PI PPL PPP PSI PT PVC PVI PVMT INSIDE DIAMETER INVERT ELEVATION INCH/INCHES INFORMATION INVERT INVERT ELEVATION IRRIGATION LENGTH LANDSCAPE ARCHITECT POUND LANDING LINEAR FOOT LIP OF GUTTER LOCATION LONGITUDINAL LOW POINT LONG RADIUS LEFT MAXIMUM MEDIAN METAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MODIFY,MODIFIED MONUMENT MILES PER HOUR MATERIAL NORTH NEW NOT APPLICABLE NORTHBOUND NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER ORIGINAL GRADE OVERHEAD OPENING OPPOSITE PROPERTY LINE PULLBOX PRECAST CONCRETE PORTLAND CEMENT CONCRETE PEDESTRIAN PERFORATED PERMEABLE MATERIAL PROFILE GRADE PROFILE GRADE LINE PHASE POINT OF INTERSECTION PERFORMED PERMEABLE LINER PERFORATED PLASTIC PIPE POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT R R/W RC RCP RD RDN RDWY REF REINF REL REQD REV RP RT RW S SAN SB SCH SD SDMH SEC SF SG SHLDR SHT SIM SP SPEC SQ SS SSCO SSMH ST STA STD STL STR SVC SW SWL SY SYM T T/W TB TBD TC TD TEL TEMP TG THK TOC TOL TP TR TRANS TSL TYP UB UC UCG UD UG UNF UNO V VAR VERT W W/ W/0 WB WI WL WT WWF XING Z ABBREVIATIONS NOTES: 1. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED OR INCLUDING AND "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING. GENERAL CIVIL NOTES: 1. THE FINAL DESIGN SHALL COMPLY WITH ALL FEDERAL, STATE, ALAMEDA COUNTY AND CITY OF DUBLIN REGULATIONS AND REQUIREMENTS. 2. ANY AND ALL WORK WITHIN PUBLIC RIGHT-OF-WAYS AND EASEMENTS REQUIRE AN ENCROACHMENT PERMIT. 3. THIS SITE WAS PREVIOUSLY DEVELOPED AND OCCUPIED. REMNANTS OF PAST DEVELOPMENT WERE VISIBLE ON THE SURFACE DURING SITE TOPOGRAPHIC FIELD WORK AND ARE INDICATED ON THE PLANS. NO SUBSURFACE EXPLORATION, INVESTIGATION OR HISTORIC RESEARCH WAS PERFORMED AND THE EXTENT AND MATERIALS OF EXISTING SUBSURFACE REMNANTS ARE UNKNOWN. RADIUS RIGHT-OF-WAY REINFORCED CONCRETE REINFORCED CONCRETE PIPE ROAD ROOF DRAIN ROADWAY REFERENCE REINFORCED/REINFORCING RELOCATE REQUIRED REVISION REFERENCE POINT RIGHT RETAINING WALL SOUTH SANITARY SOUTHBOUND SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SECTION SQUARE FEET SUBGRADE SHOULDER SHEET SIMILAR STEEL PIPE SPECIFICATION SQUARE SANITARY SEWER SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STREET ALIGNMENT STATION STANDARD STEEL STRUCTURAL SERVICE SIDEWALK SOUND WALL SQUARE YARD SYMMETRICAL TOP TOP OF WALL TEST BORING TO BE DETERMINED TOP OF CURB TRENCH DRAIN TELEPHONE TEMPORARY TOP OF GRATE (ELEVATION) THICK TOP OF CONCRETE TOLERANCE TOP OF PAVEMENT THREAD TRANSITION TRAFFIC SIGNAL TYPICAL UTILITY BOX UNDERCUT UNDERCROSSING UNDERDRAIN UNDERGROUND UNFINISHED UNLESS NOTED OTHERWISE VENT VARIES VERTICAL WEST WITH WITHOUT WESTBOUND WIDTH WATER LINE WEIGHT WELDED WIRE FABRIC CROSSING ZONE TOPOGRAPHIC ABBREVIATIONS AC C CAB CB CONC D DI E,ELEC EP ETW F FCL FL GB GS INV I,IR,IRR LIP M MH PED S SD SP SS STU TC TOE TOP USA V VLT W ASPHALT CONCRETE COMMUNICATIONS (UTILITY) CABINET (UTILITY) CATCH BASIN CONCRETE STORM DRAIN (UTILITY) DRAIN INLET ELECTRIC (UTILITY) EDGE OF PAVEMENT EDGE OF TRAVELED WAY FUEL/GAS (UTILITY) FENCE, CHAIN LINK FLOWLINE GRADE BREAK GROUND SHOT (SPOT OF ELEVATION) INVERT ELEVATION (UTILITY) IRRIGATION (UTILITY) LIP OF GUTTER METER (UTILITY) MAINTENANCE HOLE (UTILITY) PEDESTAL (UTILITY) STREET LIGHTING (UTILITY) STORM DRAIN STAND PIPE SANITARY SEWER STUB (UTILITY) TOP OF CURB TOE OF BANK TOP OF BANK UNDERGROUND SERVICE ALERT VALVE (UTILITY) VAULT (UTILITY) WATER TOPOGRAPHIC SURVEY LEGEND GENERAL CONTOUR WITH LABEL ELEVATION W/DESCRIPTION NATURAL GROUND SPOT ELEVATION SIGN TREES SIGN UTILITIES CATCH BASIN/CURB INLET DRAIN INLET ELECTROLIER (AREA, STREET) FIRE HYDRANT MAINTENANCE HOLE METER STUB UNDERGROUND UTILITY LINE LABEL DIRECTIONAL VALVE DESIGN LEGEND • 3 0 WM <12"SS D4 1 "RW 1"W 4"SS) 12"SD) 4"SD} PERF • RECYCLED WATER/IRRIGATION WATER POTABLE WATER SANITARY SEWER STORM DRAIN PIPE PERFORATED DRAIN PIPE CHAINLINK FENCE DROP INLET MANHOLE VALVE FIRE HYDRANT WATER METER LIGHT POLE BOUNDARY LINES HARDSCAPE LINES MISCELLANEOUS LINES TELE FO UTILITY LINES TELE FO TELE FO — E— E— E— E— E— E G RW) SD W SS ) ADJACENT PARCEL LINE CENTER LINE EASEMENT LINE PROPERTY LINE RIGHT OF WAY LINE BACK OF CURB FACE OF CURB FLOWLINE LIP OF GUTTER FENCE, CHAIN -LINK TELEPHONE COMMUNICATIONS FIBER OPTIC CABLE ELECTRIC GAS RECYCLED WATER STORM DRAIN WATER SANITARY SEWER CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OvERAA Construction • SIEGFRIED Drawing Title GENERAL NOTES Drawing No. 01.0 P N L J H E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GLEASO �u l LEGEND: I' I rr/ii� I a�_171 I - J ▪ I I LC) I I ▪ MI CLASSROOM BUILDING L' `J I I In I I MI I I �\ 210 LF TRAINING TOWER #* ./ ffw; co co C i NM ♦ TRAINING AREA • GLEASON j FIRE LANE CURB MARKING: PER DETAIL 1, THIS SHEET EXISTING FIRE HYDRANT Know what's below. Call before you dig. PROPOSED FIRE HYDRANT FIRE ACCESS LANE: (20' WIDE MIN, MIN INSIDE RADIUS 35', OUTSIDE RADIUS 55') • ila\ R35' FIRE ACCESS: INNER AND OUTER TURNING CLEARANCE PROPOSED FDC: FIRE TRUCK SETUP LOCATION HOSE PULL LENGTH .II -II -II -II -II. FIRE HYDRANT SPACING - MAX. 300 FEET (AVERAGE) 150LF CLASSROOM BUILDING •I 111LF STRAIGHT 4" CURB MOUNTABLE 4' FACE CURB TRAINING TOWER V 135LF SCBA/ RR 6" I I TRAINING AREA I I I I 11 II EXTENTS OF FIRE CURB RED PAINT EXTENTS OF FIRE CURB RED PAINT 0 PARKING -FIRE LANE CVC 22500.1 A. CURB/PAVEMENT LETTERING ALL RAISED CURBS IN "NO PARKING" AREAS SHALL BE PAINTED RED WITH ACCEPTABLE RED CURB/PAVEMENT PAINT AND LETTERED TO THE ABOVE STANDARD. LETTERING SHALL BE 3" HIGH (MIN), WHITE AND HAVE A 3/4" STROKE. MARKINGS TO BE LOCATED EVERY 25'-0", PER CFC 503.1. PAVEMENT MARKING DIRECT TO PAVEMENT AS INDICATED ON PLANS. FIRE LANE CURB / PAVEMENT MARKING NO SCALE 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title FIRE ACCESS PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NJ 7 ____ 0_____ 141 • 0) sw Know what's below. Call before you dig. SSMH /RIM=379.87 INV=369 2 13 21 114"J 11 GLEASON DRIVE 0 21 14 ESDDI TC=379.15 GRATE=378.47 24"TH RU=371.05 17 14 KEY NOTES: sit i 12 ^ham sit sit 4, 20 ry 1' sit 11 sit TYPE' sit EitDDI 4 TC=377.99 GRATE =77.34 IN=3 .34 0"I N.F374.34' 24"OUT=3372.54 15 PAWIAWAWININAV t. • eseeeeeseesessseeeeese *snit ***sees*. es* e sees( •••••••••••••••••,0•06004" t _•••••••••,,,eksighehish"" Nvekellidaol"" slt TYP. 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REFER TO DEMOLITION LEGEND, THIS SHEET GRAVEL DEMOLITION. REFER TO DEMOLITION LEGEND, THIS SHEET REMOVE AND DISPOSE OF CONCRETE PLATFORM REMOVE AND DISPOSE OF EXISTING UTILITY BOX PROTECT IN PLACE EXISTING CURB PROTECT IN PLACE EXISTING CURB AND GUTTER PROTECT IN PLACE EXISTING STORM LINE/STRUCTURE PROTECT IN PLACE EXISTING WATER LINE/STRUCTURE 13 14 15 16 17 18 19 20 21 22 23 24 PROTECT IN PLACE EXISTING GAS LINE/STRUCTURE PROTECT IN PLACE EXISTING SANITARY SEWER LINE/STRUCTURE PROTECT IN PLACE EXISTING ELECTRICAL LINE/STRUCTURE PROTECT IN PLACE EXISTING CHAINLINK FENCE PROTECT IN PLACE EXISTING TELEPHONE LINE/STRUCTURE PROTECT IN PLACE EXISTING TREE REMOVE AN DISPOSE OF EXISTING STORM LINE/STRUCTURE PROTECT IN PLACE EXISTING FIBER OPTIC LINE/STRUCTURE PROTECT IN PLACE EXISTING STRIPING PROTECT IN PLACE EXISTING LIGHT POLE AND FOUNDATION REMOVE AND DISPOSE OF EXISTING CONCRETE REMNANTS REMOVE AND DISPOSE OF ABANDONED SEWER MANHOLE sit TYP. srV sv TYP. sv TOPOGRAPHIC INFORMATION NOTICE THE TOPOGRAPHIC AND EXISTING UTILITY INFORMATION COMPILATION OF INFORMATION FROM VARIOUS SOURC TWO SEPARATED SITE TOPOGRAPHIC FIELD SURVEYS C PRE AND POST UNDOCUMENTED SITE GRADING OPERAT AND AGENCY PROVIDED UTILITY FACILITIES MAPS. THE ORIGINAL TOPOGRAPHIC FIELD SURVEY WAS PREP O'DELL ENGINEERING, JOB NO 38800, AND CONDUCTED F 2021. SHOWN IS A S INCLUDING ONDUCTED IONS IN 2021, THE CURRENT SITE CONDITIONS TOPOGRAPHIC FIELD S PREPARED BY ALAMEDA COUNTY PUBLIC WORKS, WORK F74560, AND CONDUCTED DECEMBER 2021. BETWEEN FEBRUARY 2021 AND DECEMBER 2021, THE SIT GRADED TO ITS CURRENT CONDITION AND THOSE GRAD! OPERATIONS INCLUDING FILL AND COMPACTION WERE N DOCUMENTED AND UNKNOWN. RED BY EBRUARY RVEY WAS ORDER THE ORIGINAL SURVEY IDENTIFIED HISTORIC SITE DEVELO REMNANTS INCLUDING UNKNOWN CONCRETE OBJECTS, D PIPE AND UTILITIES. WAS PMENT RAINAGE PLEASE NOTE: THE ORIGINAL SURVEY DATA PROVIDED IN ELECTRONIC CAD FORMAT FROM O'DELL ENGINEERING IS IN THE UNIT OF "FEET. THE CURRENT SURVEY DATA PROVIDED IN ELECTRONIC CAD FORMAT FROM ALAMEDA COUNTY PUBLIC WORKS IS IN THE UNIT 0 "US SURVEY FEET". THE DIFFERENCE IN UNITS CREATES A MISALIGNMENT OF INFORMATION. THE INFORMATION FROM ALAMEDA COUNTY WAS ALIGNED TO THE ORIGINAL SURVEY INFORMATION AS SHOWN. .1, SURVEY CONTROL NORTH AMERICAN DATUM OF 1983 (2011), EPOCH 2010.00 v v v v v v v v v v sit v v .1. v v COORDINATES SHOWN HEREON ARE GROUND AND BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE III. VERTICAL DATUM v v si/ v v 1 v v v v v v -0 O'DELL ENGINEERING CONTROL POINT #15000; SET SCRIBED c, SIDEWALK AT THE WEST END OF A DRIVEWAY. STATION IS APPROXIMATELY 615'± WEST OF THE INTERSECTION OF GLE SON DR v .1/ v v v v v v DR. STATION IS 35'± NORTHEAST OF AN ELECTRICAL VAULT, 17.5'± WEST OF THE DRIVEWAYS CENTERLINE, AND 4.5'± SOUTHEAST OF A SIGN MARKING THE DRIVEWAY'S ENTRANCE. sit sit sit YP. sit sit sit v .1/ sit sit sit sit sit sit sit sv slt sit slt sit sit sit sit sit sit .1/ sit sit sit sit sit \v sit sit sit (Ni co 743 sit sit sit sit si/ sv sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit sit /Nit sv sit sit sit sit sit sit sit sit si/ sit sit sit sv sv sit sit - sit sit sit sit LEGEND sit sit REMOVE AND DISPOSE OF EXISTING TREE, GRIND DOWN STUMP AND ROOTS REMOVE AND DISPOSE OF EXISTING CONCRETE REMOVE AND DISPOSE OF EXISTING GRAVEL REMOVE AND DISPOSE OF EXISTING LANDSCAPE SURVEY NOTES X IN 1. THE FIELD WORK FOR THIS SURVEY WAS CONDUCTED FEBRUARY 2021. 2. NO ATTEMPT WAS MADE TO IDENTIFY THE NATURE OF SE OF UNDERLYING LAND SHOWN HEREON. ANY POTENTIAL PAST USES, INCLUDING THOSE WHICH MAY HAVE RESULTED IN SIGNIFICANT ENVIRONMENTAL OR CULTURAL IMPACTS WERE NOT ASSESSED BY THIS SURVEY. 3. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION 0 THIS SITE, IT IS ADVISED THAT ALL INVOLVED PARTIES REVIEW SECTION 8771 AND SECTION 8725 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND SECTION 605 OF THE CALIFORNI PENAL CODE TO ENSURE THAT MONUMENT CONSERVATION HAS BEEN PROPERLY ADDRESSED. 4. NOTHING ON THIS SURVEY SHALL BE INTERPRETED IN A MANNER CONTRARY TO THESE STATEMENTS. 5. EXCEPT AS NOTED BELOW, PHYSICAL ITEMS ON THIS SU ARE LIMITED TO THOSE SURFACE -VISIBLE STRUCTURES FACILITIES, AND FEATURES OBSERVED AT THE TIME OF FIELD SURVEY. 6. ADDITIONAL SUBSURFACE OBJECTS, IF ANY, WERE NOT LOCATED IN THIS SURVEY. NO WARRANTY IS IMPLIED AS ACCURACY OR COMPLETENESS OF ANY SUBSURFACE 0 REPRESENTED BY SYMBOLS, LINES, OR LABELS SHOWN HEREON. SAID SUBSURFACE OBJECTS MAY INCLUDE, BU NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORIN BASEMENTS, STRUCTURAL PILES, UTILITY VAULTS, PIPIN UNDERGROUND TANKS, OR ADDITIONAL UNDERGROUND LINES. 7. BOUNDARY LINES (STREET CENTERLINES, ROAD RIGHTS -OF -WAY, PARCEL LINES, EASEMENTS, SECTION L ETC.) ARE PLOTTED FROM RECORD INFORMATION ONLY. DEMOLITION NOTES IN RVEY HE TO THE BJECTS T ARE UTILITY NES, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT 1. EXISTING UTILITY STRUCTURES TO BE DEMOLISHED AND/OR REMOVED MAY HAVE CONNECTING PIPE(S) OR CONDUIT(S). THE CONNECTING PIPE(S) OR CONDUIT(S) SHALL BE EXPOSED AND CUT BACK TO A LENGTH AS REQUIRED BY THE GOVERNING AGENCY OR AS NEEDED FOR CONSTRUCTION OF THE PROJECT. ANY REMAINING PIPE OR CONDUIT TO BE ABANDONED IN LACE SHALL BE DONE SO PER STATE AND LOCAL REQUIREMENTS. 2. ALL EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED IN -PLACE AND REMAIN IN SERVICE. 3. EXISTING TREES ARE DETERMINED TO NOT BE CITY OF DU HERITAGE TREES BEING EITHER (ELM) ULUMUS SPP. OR ZELKOVA SPP. TREE REMOVALS SHALL INCLUDE THE REMOVAL OF THE TRUNK, AND ROOTS LARGER THAN 2" IN DIAMETER OR AS REQUIRED BY THE GOVERNING AGENCY OR GEOTECHNICAL ENGINEER RECOMMENDATIONS. 4. EXISTING HISTORIC CONCRETE REMNANTS WHICH DO NOT CONFLICT WITH CONSTRUCTION OF THE PROJECT, INCLUDI GRADING AND COMPACTION REQUIREMENTS, MAY REMAIN IN -PLACE AS ALLOWED BY THE GOVERNING AGENCY OR GEOTECHNICAL ENGINEER RECOMMENDATIONS. 5. EXISTING STORM DRAIN PIPE TO BE REMOVED WHICH CONNECTS TO IN-SERVICE DRAINAGE STRUCTURES SHALL CUT TO WITHIN 2" OF THE STRUCTURE, OR COMPLETELY REMOVED FROM THE STRUCTURE, AND PLUGGED OR CAPP AS DIRECTED BY THE GOVERNING AGENCY. TEMPORARY PL OR CAP MAY BE ALLOWED IF NEW STORM DRAIN PIPE IS TO INSTALLED AND CONNECTED TO THE STRUCTURE AT THE SA LOCATION. 6. REMOVAL OF EXISTING CONCRETE CURB, GUTTER AND/OR SIDEWALK SHALL BE TO THE NEXT NEAREST JOINT OR AS DIRECTED BY THE GOVERNING AGENCY. 7. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY AND EASEMENTS REQUIRE AN ENCROACHMENT PERMIT ISSUED BY THE GOVERNING AGENCY. 8. OFF -HAUL AND DISPOSAL OF REMOVED AND DEMOLISHED MATERIALS SHALL BE PER STATE AND LOCAL LAWS AND REQUIREMENTS. 0' 10' 20' 40' BLIN NG BE UG BE ME CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record Contractor SHAH KAWASAKI ARCHITECTS OVERAA Construction Oakland, CA 94607 • • SIEGFRIED Drawing Title TOPOGRAPHIC & DEMOLITION PLAN Drawing No. C2.0 Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 3 Know what's below. Call before you dig. GLEASON 20 • 1 PAVING LEGEND 12 PEDESTRIAN CONCRETE 4" (3,000 PSI) P.C.0 WITH #4 BARS @ 24" 0.C. EACH WAY OVER 6" CLASS II AB OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 HEAVY DUTY CONCRETE 6.5" (3,500 PSI) P.C.0 WITH #4 BARS @ 18" 0.C. EACH WAY OVER 6" CLASS II AB OVER 18" LIME -TREATED SOIL OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 LIGHT DUTY VEHICULAR CONCRETE 6" (3,500 PSI) P.C.0 WITH #4 BARS @ 18" 0.C. EACH WAY OVER 6" CLASS II AB OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 LIGHT DUTY ASPHALT PAVEMENT (TI=5, R=10) 3" AC OVER 6.5" CLASS II AB OVER 18" LIME -TREATED SOIL OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. PER THE PROJECT GEOTECHNICAL REPORT, TI=5 CAN ACCOMMODATE, OVER A 20-YEAR PERIOD WITH PERIODIC MAINTENANCE AS DESCRIBED IN THE REPORT, MONTHLY TRAFFIC BY A 75-KIP FIRE APPARATUS AND WEEKLY TRAFFIC FROM A 64-KIP GARBAGE TRUCK HEAVY DUTY ASPHALT PAVEMENT (TI=11.5, R=10) 7.5" AC OVER 18.5" CLASS II AB OVER 18" LIME -TREATED SOIL OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT PEDESTRIAN CONCRETE WITH RESILIENT SAFETY SURFACING TILES SYNTHETIC TURF OVER 4" (3,000 PSI) P.C.0 WITH #4 BARS @ 24" 0.C. EACH WAY OVER 6" CLASS II AB OVER SUBGRADE PREPARED PER PROJECT GEOTECHNICAL REPORT. CONCRETE JOINTS PER DETAIL 9 ON SHEET C7.0 3" THICK COMPACTED GRAVEL BIORETENTION AREA ASPHALT DEEPLIFT LINEAR PAVERS SQUARE PAVERS FIRE LANE CURB 14 SITE PLAN NOTES: 1. SEE ARCHITECTURAL AND LANDSCAPE PLANS FOR FINISH SURFACE TREATMENTS, TEXTURES, COLORS, SCORE LINES AND GRAPHICS. 2. NOT ALL SITE AMENITIES OR FEATURES ARE SHOWN. SEE ARCHITECTURAL AND LANDSCAPE PLANS. 3. SEE LANDSCAPE PLANS FOR PROPOSED TREES AND LANDSCAPE PLANTING SCHEMATIC. 4. SEE ARCHITECTURAL PLANS FOR PROPOSED FENCE AND GATE DETAILS. 5. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR SITE RETAINING WALL DETAILS. 6. NO OBJECTS OR OBSTRUCTIONS TALLER THAN 30" ARE ALLOWED WITHIN THE LINE -OF -SIGHT CLEAR VIEW ZONE. KEY NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 6" VERTICAL CURB PER DETAIL 1 ON SHEET C7.0 6" FLUSH CONCRETE CURB PER DETAIL 8 ON SHEET C7.0 4" WIDE WHITE STRIPE TRUNCATED DOMES PER DETAIL 3 ON SHEET C7.0 DRIVEWAY FLAG POLE BIKE RACK WHEEL STOP PER DETAIL 4 ON SHEET C7.0 LIGHT POLE MONUMENT SIGN. REFER TO SIGNAGE DRAWINGS CMU WALL. REFER TO ARCHITECTURAL DRAWINGS 8' HIGH SECURITY FENCE. REFER TO ARCHITECTURAL DRAWINGS REMOVABLE BOLLARD PER DETAIL 10 ON SHEET C7.0 VEHICULAR ACCESS GATE. REFER TO ARCHITECTURAL DRAWINGS. 6" VERTICAL CURB AND GUTTER PER DETAIL 2 ON SHEET C7.0 COVERED TRASH ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS PUBLIC ART SIGNS. REFER TO ARCHITECTURAL DRAWINGS. STEEL BOLLARD PER DETAIL 11 ON SHEET C7.0 4' CONCRETE VALLEY GUTTER PER DETAIL 12 ON SHEET C7.0 CURB CUT PER DETAILS 6 AND 9 ON SHEET C7.2 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title PAVING & DIMENSIONING PLAN Drawing No. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R Q P O N M L K J H G F E C B A 4 Know what's below. Call before you dig. 9- SITE FURNISHINGS & AMENITIES SCHEDULE REFERENCE SYMBOL DESCRIPTION COLOR / FINISH DETAIL 2 3 4 5 6 7 8 9 10 11 12 9 13 14 15 16 • //i 11111111111111 :;1 O PEDESTRIAN CONCRETE HEAVY DUTY CONCRETE LIGHT DUTY VEHICULAR CONCRETE LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT PEDESTRIAN CONCRETE WITH RESILIENT SAFETY SURFACING TILES LINEAR PAVERS SQUARE PAVERS 3" THICK COMPACTED GRAVEL 18" HIGH GABION WALL WITH WOOD BENCH TREE GRATE MOVABLE LONG PICNIC TABLE RAISED PLANTER WITH BENCH LINEAR RAISED PLANTER FLAG POLE METAL FENCE CUSTOM STEEL & WOOD SHADE STRUCTURE PLAIN GRAY PLAIN GRAY PLAIN GRAY BLACK BLACK I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. 0' 10' 20' 40' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\ Construction ■ • SIEGFRIED Drawing Title SITE FEATURES & AMENITIES Drawing No. C3.1 ROBERT J. NORB AS, JR., RLA 5595 SCALE: 1"=20' Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 • Know what's below. Call before you dig. w 0 0 w J 0 378.28C MATCH EX\ 1 379.01 TC 378.51C 378.17TC 378.11 FL\\ " 379.30TC 378.80FL 378.50TC 378.44FL _ S=0.0374 /380.50FL 381.00TC j 0 0 380.74TC 380.24FL ) • 3.19% 380.80TC 380.30FL l 378.72C 378.99TC 378.49FL 379.14TC 3.73% 3.94% 381.80TC 381.30P \ 0 1.60% 11 I ZA< jz ) V///' I °A� 1 z Gi ( 382.19TC/ 381.69P 1.60% r/// 382.62TC 382.12P El 11 382.65TC,4" 382.15P 382.46TC 381.96P 381.10TC 378.64FL 380.60P 378.90TC 378.40C 378.75TC �378.25FL 4.01% 380.77TC 380.27P 379.71 TC 379.21 P D 380.38TC 379.88C 1.53% • 0 CLASSROOM BUILDING FF=383.00 1.24% 383.14TC 382.64FL 0.50% 383.11TC 382.61 C 380.70TC 7380.20C 382.15TC 381.65FL S=0.0040 383.50TC 382.62TC 382.79TC 383.000 382.12C 383.10TC 382.60FL 1.00% 2.26% 383.44TC 382.94C 383.44TC ,) 382.94C 1.00% 382.35TC - \381.85C J 382.33TC 381.83FL 382.33TC 381.83C 4.19% \381.24TC 380.74C 1.84% TRAINING TOWER FF=383.65 382.54P SCBA/ RR FF=382.40 382.19FL 383.14TC 382.64C 382.61TC 382.11FL 382.49FL S=0.0035 0.78% 1.01% 382.32P S=0.0035 383.20TC 382.70C \ 2.05% 382.50C 382.25FL 1.72% 1.96% 2.38% 383.70TC 383.20C S=0.0050 382.42FL 382.07FL 382.70FL 382.90TC 382.40FL TRAINING AREA S=0.0104 1.74% 380.70T0/ 382.38TC 382.88TC 380.20C 381.88FL 382.38FL 1M� M O co co 379.16TC 379.56TC 379.98TC 381.03TC 381.58TC 382.23TC /378.66FL S=0.0062 379.06FL� • 379.48FL S=0.0179 • 380.53FL 381.08FL 381.73FL A S=0.0489 \383.40TC 382.90C 383.47TC 382.97C 383.60TC 383.10C 383.75TC 383.25C 383.33TC 382.83FL 383.30TC 382.80FL 383.19TC 382.69FL 382.00FL 383.63TC 0.95% 383.13C 0.93% 3.95% 384.20TC/ 383.70C 384.45TC 383.95C 387.00TC 386.50C co co co 384.56TC 384.06C 385.00FL 386.50 KEY NOTES 1 2 3 2% MAXIMUM SLOPE IN ALL DIRECTIONS 5% MAXIMUM SLOPE IN DIRECTION OF TRAVEL, 2% MAXIMUM CROSS SLOPE 8.33% MAXIMUM SLOPE IN DIRECTION OF TRAVEL, 2% MAXIMUM CROSS SLOPE 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title GRADING PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ie 6 0 1 1 6"W 4 1 Know what's below. Call before you dig. Co cn rn On 8"W h VV SSMH 'RIM=379.87 INV=369 2 ESDDI TC=379.15 GRATE=378.47 24"TH RU=371.05 m m t3 ESDDI GRATE=378.80 10"=375.89 10"=375.94 15"=375.87 4"OUT=372.54 3 3 2-1 /2"W 4"SD 39 CLASSROOM BUILDING - <4"SD H - - 41 41 24 1 iT1n TRAINING TOWER -<6"SD f E ai TRAINING AREA 8"W WET UTILITY PROVIDERS POTABLE WATER DUBLIN SAN RAMON SERVICES DISTRICT 7051 DUBLIN BLVD. DUBLIN, CA 94568 925-828-0515 SANITARY SEWER DUBLIN SAN RAMON SERVICES DISTRICT 7051 DUBLIN BLVD. DUBLIN, CA 94568 925-828-0515 RECLAIMED WATER DUBLIN SAN RAMON SERVICES DISTRICT 7051 DUBLIN BLVD. DUBLIN, CA 94568 925-828-0515 STORM DRAINAGE CITY OF DUBLIN - PUBLIC WORKS 100 CIVIC PLAZA DUBLIN, CA 94568 925-833-6630 UTILITY PLAN NOTES: 1. SEE SYMBOL LEGEND ON SHEET XXX 2. ALL UTILITY INSTALLATIONS, METHODS AND MATERIALS SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE GOVERNING UTILITY COMPANY PROVIDING SERVICE TO THE PROJECT. 3. WARNING: FIBER OPTIC CABLES ARE LOCATED ALONG THE PROJECT FRONTAGE. 4. NOT ALL SITE AMENITIES OR FEATURES ARE SHOWN. SEE ARCHITECTURAL AND LANDSCAPE PLANS. 5. RECLAIMED WATER IS NOT AVAILABLE FOR USE ON THIS SITE. 6. A 15' WIDE PUBLIC UTILITY EASEMENT MAY BE REQUIRED CENTERED OVER THE FIRE WATER LINES AND FIRE HYDRANTS ON SITE. KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 THRUST BLOCK PER DETAIL 2 AND 3 ON SHEET C7.3 FIRE HYDRANT PER DETAIL 5 ON SHEET C7.3 STORM DRAIN MANHOLE PER DETAIL 1-3 ON SHEET C7.5 SANITARY SEWER MANHOLE PER DETAIL 1-3 ON SHEET C7.5 WATER POINT OF CONNECTION TO BUILDING CONNECT TO EXISTING WATER SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. VALVE AND VALVE BOX PER DETAIL 1 ON SHEET C7.2 SANITARY SEWER CLEANOUT PER DETAIL 2 ON SHEET C7.2 SANITARY SEWER POINT OF CONNECTION TO BUILDING CONNECT TO EXISTING SANITARY SEWER SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. 18"X18" SQUARE STORM DRAIN INLET PER DETAIL 3 ON SHEET C7.2 CONNECT TO EXISTING STORM DRAIN SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. STORM DRAIN TRENCH DRAIN PER DETAIL 5 ON SHEET C7.2 FIRE WATER POINT OF CONNECTION AT BUILDING 8" DOUBLE CHECK VALVE WITH INTEGRAL FDC PER DETAIL 15 ON SHEET C7.3 GREASE AND SAND TRAP PER DETAIL 7 ON SHEET C7.4 24"x24" STORM DRAIN OVERFLOW INLET PER DETAIL 3 ON SHEET C7.2 BIORETENTION AREA WITH 6" PERFORATED STORM DRAIN PIPE INFILTRATION TRENCH WITH 6" PERFORATED STORM DRAIN PIPE LIVE FIRE TRAINING WATER DIVERSION VALVE 6" DOUBLE CHECK VALVE WITH INTEGRAL FDC PER DETAIL 15 ON SHEET C7.3 STORM DRAIN OUTFALL 24"X24" SQUARE STORM DRAIN INLET PER DETAIL 3 ON SHEET C7.2 STORM DRAIN CLEANOUT PER DETAIL 2 ON SHEET C7.2 ELECTRICAL TRANSFORMER TELECOMMUNICATION POINT OF CONNECTION AT BUILDING TELECOMMUNICATION CONDUIT ELECTRICAL POINT OF CONNECTION AT BUILDING ELECTRICAL CONDUIT CONNECT TO EXISTING ELECTRICAL SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. CONNECT TO EXISTING TELECOMMUNICATION SYSTEM. CONTRACTOR SHALL VERIFY EXISTING INVERT AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTS. IRRIGATION POINT OF CONNECTION 1.5" IRRIGATION WATER BACKFLOW PREVENTER PER DETAIL 4 ON SHEET C7.2 3" DOMESTIC WATER BACKFLOW PREVENTER PER DETAIL 13 ON SHEET C7.3 DOMESTIC WATER METER PER DETAIL 11 ON SHEET C7.3 EXISTING RECLAIMED WATER METER AIR RELIEF VALVE PER DETAIL 8 ON SHEET C7.3 AND DETAIL 2 ON SHEET C7.4 1.5" COPPER TYPE K PIPE STORM DRAIN POINT OF CONNECTION AT BUILDING DISCHARGE THROUGH PIPE CURB DRAIN, CURB-O-LET OR EQUAL 12" AREA DRAIN PER DETAIL 7 ON SHEET C7.2 CURB DRAIN CATCH BASIN PER DETAIL 8 ON SHEET C7.2 4" PERFORATED STORM DRAIN PIPE FOR TURF AREA 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor OVERAA\ Construction Drawing Title UTILITY PLAN Drawing No. P N L J H F E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 R P M L K J H G F E C B A GLEAS EROSION CONTROL GENERAL NOTES 1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, CHANGES SHOULD BE MADE ACCORDING TO EXISTING CONDITIONS. BECAUSE IT IS IMPOSSIBLE TO PREDICT ALL POSSIBLE SITUATIONS, CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO ENSURE QUALITY CONTROL. 2. THE CONTRACTOR SHALL HIRE A CONSULTANT TO PREPARE AND OVERSEE THE SWPPP. THE CONTRACTOR SHALL REVIEW THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). IT IS THE CONTRACTORS SOLE RESPONSIBILITY FOR CONDUCTING HIS/HER OPERATIONS IN ADHERENCE TO THE SWPPP. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAYS, AND/OR DAMAGES RESULTING FROM ANY STATE WATER QUALITY CONTROL BOARD SANCTIONS CAUSED BY THE OPERATION OF THE CONTRACTOR OF HIS/HER SUBCONTRACTORS. 3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY. THE CONTRACTOR SHALL FOLLOW THESE PLANS UNLESS FIELD CONDITIONS DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY, A SWPPP AMENDMENT MUST BE DONE. THIS MAY REQUIRE MODIFICATION TO THESE DRAWINGS AND ENGINEER CONCURRENCE. 4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM PAVEMENT OF ROAD. 5. UNFINISHED AND DISTURBED ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER. ITEM LB/ACRE STRAW 4,000 ORGANIC BINDER 200 6. ALTERNATE INLET PROTECTION SHALL BE USED ON ROADS OPEN TO THE PUBLIC IF ANY HAZARDOUS MATERIALS OR WASTES WHICH HAVE BEEN TREATED, STORED, DISPOSED, SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THEM FROM THE SITE AND DISPOSE OF PROPERLY. 7. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM. THE CONTRACTOR MAY DISPOSE THIS WATER INTO THE SANITARY SEWER SYSTEM UPON APPROVAL BY THE GOVERNING AGENCY. 8. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION, AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES, WALLS, BERMS, DRAINAGE STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER CONTROLS ARE MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY. ANY DEWATERING WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM WATER SYSTEM, AND SHALL NOT BE DISCHARGED INTO THE SEWER SYSTEM. 9. ALL DEWATERING WATER MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO THE WATER ENTERING THE STORM SYSTEM. 10. PAVEMENT CLEANING- FLUSHING OF STREETS/ PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS SHALL BE CONTROLLED AND PROHIBITED FROM ENTERING THE STORM DRAIN SYSTEM. PREFERABLY, AREAS REQUIRING CLEANING SHOULD BE SWEPT. 11. ALL STOCKPILES OF MATERIALS THAT ARE NOT GOING TO BE USED FOR 14 DAYS SHALL BE COVERED. 12. REFER TO SECTION 01 57 23 STORM WATER POLLUTION PREVENTION FOR EROSION CONTROL REQUIREMENTS. 13. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES (BMPs) THROUGHOUT CONSTRUCTION. USE ALL BMPs THAT APPLY TO THE PROJECT, INCLUDING BUT NOT LIMITED TO THE FOLLOWING BMPs: A. B. C. D. E. DRAIN INLET PROTECTION - CALIFORNIA STORMWATER BMP HANDBOOK SECTION SE-10 SOLID WASTE MANAGEMENT - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-5 MATERIAL STORAGE - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-1 PAVING - CALIFORNIA STORMWATER BMP HANDBOOK SECTION NS-3 DUST CONTROL, SEDIMENT CONTROL, EROSION CONTROL AND CONCRETE WASHOUT AREAS - SHOWN ON THIS SHEET WITH DETAILS 14. ALL TEMPORARY ROADWAY ROCK SHALL BE REMOVED PRIOR TO COMMENCING LANDSCAPE WORK ON SITE. Know what's below. Call before you dig. Cl TRAINING TOWER 0' 20' 40' 80' SCALE: 1 "=40' EROSION CONTROL LEGEND SYMBOL DESCRIPTION FIBER ROLLS. APPROXIMATE LOCATION SHOWN. CONTRACTOR TO DETERMINE LOCATION. REFER TO DETAIL 1, THIS SHEET. DRAIN INLET PROTECTION. REFER TO DETAILS 2 AND 4, THIS SHEET. STABILIZED CONSTRUCTION ENTRANCE/EXIT TIRE WASH. APPROXIMATE LOCATION SHOWN. CONTRACTOR TO DETERMINE LOCATION. REFER TO DETAIL 5, THIS SHEET. CONCRETE WASHOUT. APPROXIMATE LOCATION SHOWN. CONTRACTOR TO DETERMINE LOCATION. REFER TO DETAIL 3 THIS SHEET. SLOPE % ROLL SPACING 0-25 25-50 50% OR GREATER 50 FT 15 FT 10 FT NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' FIBER ROLL 8" MIN. SLOPE VARIES INSTALL A FIBER ROLL NEAR SLOPE WHERE 12" IT TRANSITIONS INTO MIN. 2" MIN. A STEEPER SLOPE 4" MAX. TYPICAL FIBER ROLL INSTALLATION I FIBER ROLLS NO SCALE 10 MIL PLASTIC LINING 10' MIN z cm El z Ea / z cm E ly Z E Z E E E PLAN 2„ 1/8" O 1 STEEL WIRE 4„ STAPLE DETAIL STAPLES (2 PER BALE) STAKE (TYP) 3/4"x3/4" WOOD STAKES MAX. 4' SPACING ENTRENCHMENT DETAIL 10 ML PLASTIC LINING WOOD OR NATIVE MATERIAL METAL STAKES (OPTIONAL) (2 PER BALE) Ef (TYP) SECTION B-B NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 13 CONCRETE WASHOUT NO SCALE BINDING WIRE STRAW BALE PLYWOOD 48"x48" PAINTED WHITE BLACK LETTERS 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3"x3"x8' 12" LAP (MIN.) EXISTING DRAINAGE GRATE C C PLAN VIEW CROSS DRAIN 12" LAP (MIN.) EXISTING AC PAVING MAXIMUM BAG DEPTH AT TOP OF DRAIN FILTER BAG EXISTING DRAIN INLET EXISTING DRAINAGE GRATE RUNOFF WATER WITH SEDIMENT —\ FILTERED RUNOFF SECTION C-C GDTEMPORARY GRAVEL BAG FILTER AT DROP INLET NO SCALE G4) (5D FLOW INLET SPILLWAY, 1-BAG HIGH EDGE OF PAVEMENT TYPICAL PROTECTION FOR INLET ON SUMP EDGE OF PAVEMENT INLET SPILLWAY, 1-BAG HIGH FLOW CROSS DRAIN SANDBAGS 2-BAGS HIGH SANDBAGS 2-BAGS HIGH TYPICAL PROTECTION FOR INLET ON GRADE NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON -STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. DROP INLET PROTECTION TYPE 3 NO SCALE 20'R MIN. 20'R MIN. TEMPORARY PIPE CULVERT, AS NEEDED 50' OR 4X THE CIRCUM. OF THE LARGEST VEHICLE TIRE, WHICHEVER IS GREATER NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED. STABILIZED CONSTRUCTION ENTRANCE/EXIT DITCH TO CARRY AND CHANNELIZE RUNOFF TO A SEDIMENT TRAPPING DEVICE. PROVIDE SEDIMENT BARRIER. 12' MIN. CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC ORIGINAL GRADE 12" MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title EROSION CONTROL PLC Drawing No. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 32" R P O N M L K J H G F E C B A 1 PROVIDE TRANSVERSE SCORE JOINT AT 10' O.C. 3-#3 CONTINUOUS BARS, BREAK AT DOWELED JOINTS cn w 2-5/8" 0 X 24" STEEL DOWEL BARS AT 12" 0.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT 7 1/2" 1 1/2" 6" VERTICAL CONCRETE CURB ASPHALT /\/ 12" SUBGRADE COMPACTED TO 95% R.C. BASE MATERIAL NO SCALE (2) TWO COATS 4" WIDE STROKES WHITE TRAFFIC PAINT BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) 1 INTERNATIONAL SYMBOL CtF ACCESSIBILITY (ISA) MARKING (PER CALTRANS STANDARD PLAN NO. A24C) APPLIED TO THE CENTER OF EACH REQUIRED SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR THE SYMBOL 3'-9" 5 �" z 1 7 1" 2 4'-5" 0 1 ACCESSIBLE PARKING SYMBOL NO SCALE DOWEL SIZE & SPACING SLAB DEPTH DIAMETER LENGTH SPACING 4" 5/8" 12" 24" 0.C. 6" 3/4" 18" 18" 0.C. 8" 1" 24" 18" 0.C. 10" 1" 24" 12" 0.C. oo 3/8" 1 24" 1 UNLESS OTHERWISE NOTED 1 1/2" R.112" AT TEMPORARY CONSTRUCTION ACCESS POINTS, DEPRESS CURB HEIGHT TO 2" PREFORMED FIBER EXPANSION JOINT FILLER CONFORMING TO ASTM D-1751 AT EXPANSION JOINTS, OMIT AT CONTROL JOINTS. CAP CONTROL JOINTS W/ ELASTOMERIC SEALANT (SHORE A HARDNESS OF 35) O EXPANSION JOINT & CONTROL JOINT SLAB THICKNESS WPJ SPACING (EACH WAY) CONTROL JOINT SPACING 4" 8' 0.C. MAX. 32' 0.C. MAX. 6" 12' 0.C. MAX. 36' 0.C. MAX. 8" 16' 0.C. MAX. 40' 0.C. MAX. 10" N/A 40' 0.C. MAX. 1/8" TO 1/4" O WEAKENED PLANE JOINT NOTE: 1. SCORE JOINT SPACING SHALL BE PLACED 5'-0" 0.C. UNLESS OTHERWISE NOTED ON PLANS 2. DISTANCE FROM TOP OF CONCRETE AND TOP OF CAULKING SHALL BE LESS THAN 1/4". 3. FOR CONCRETE MIX DESIGN, INCLUDING COMPRESSIVE STRENGTH, AND STEEL REINFORCING, REFER TO SPECIFICATION SECTION 32 13 13 CONCRETE PAVING. 9 1/8" O SCORE LINE CONCRETE JOINT DETAILS 0 w 0 0 w 12" LONG SMOOTH GREASED #5 DOWEL @ 18" 0.C. GREEN SAW CUT. SEAL JOINT W/ EPDXY JOINT FILLER (SHORE EDGE HARDNESS OF 50) AFTER SLAB CURES. REINFORCING FOR PAVING PLAN. TYPICAL NO SCALE EV CHARGING STATION EV PARKING SIGN TRUNCATED DOMES PER CBC 11 B-705 12' WIDE STALL PER CBC SECTION 11 B-502.2, TYP. EV CHARGING ONLY 4" WIDE WHITE STRIPE, TYP 4" WHITE BORDER AND HATCHING. 5' ACCESSIBLE AISLE PER CBC SECTION 11 B-502.2, TYP. FLUSH CURB I T 9' 3-5/8" 0 X 24" STEEL DOWEL BARS AT 12" C.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT 6" VERTICAL CURB AND GUTTER NO SCALE fV a 4 %\% / / - /%/%/%/%/%/\/\/A ACCESSIBLE PARKING SIGNAGE NO SCALE FINISHED PAVING NOTES: 1. FACTORY APPLIED MARINE GRADE POWDER COAT FINISH, COLOR SHOULD BE EASILY VISIBLE IN DAYLIGHT AND NIGHT, COLOR SHALL BE APPROVED BY COUNTY. 2. PADLOCK TO BE PROVIDED BY COUNTY. 1 EV PARKING SIGN EV CHARGING ONLY 6" VERTICAL CURB ACCESSIBLE/EV CHARGING STALL ENLARGEMENT 1 M M 4 36" DEPTH MIN. 4" CLASS II AGGREGATE BASE 3-#3 NUOUS BARS, BREAK OAT IDOWLED JOINTS 12" SUBGRADE COMPACTED TO 95% R.C. 70 SQ. INCH (7"X10" PORCELAIN ENAMELED STEEL WITH WHITE SYMBOL ON A BLUE BACKGROUND, BOLT TO PIPE WITH (2) 1/4" DIA. BOLTS. VAN ACCESSIBILITY SIGN ONLY WHERE INDICATED ON SITE PLAN - TO READ: "VAN ACCESSIBLE". FINE FEE SIGN CONTRACTOR TO VERIFY SIGN CONTENTS AND FINE AMOUNT PRIOR TO MAKING SIGN. 2-1/2" DIA SCHEDULE 40 GALV. STEEL PIPE PRIME AND PAINT EXPOSTED PIPE. LANDSCAPE OR AC PAVING SECTION PER SITE PLAN GRADE 12" DIAMETER X 2'-0" DEEP CONCRETE BASE WITH 6" GRAVEL BELOW 4 d l'45",4 4 d 4 REMOVABLE STEEL BOLLARD NO SCALE 4' WHEEL STOP PER CBC 11 B-502.7.2, TYP. Co) 12" 0 ROUNDED CAP REFLECTIVE TAPE 3.50 CAPPED SCHEDULE 40 STEEL PIPE (40 LB MAX.) EYEBOLT WELDED STEEL COLLAR COMPACTED SOIL ANCHOR BOLT W/ CHAIN STEEL RECEIVER P.C.C. (CLASS A) ACCESSIBLE PARKING SYMBOL, CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE PER CBC 11B-502.6.4.1, TYP 0 2.35" APART 0 0 0 0 0 O PER CBC FIG. 11 B-705.1 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O OO 0 PLAN 2.35" APART PER CBC FIG. 11B-705.1 NOTE: 1. TRUNCATED DOMES SHALL BE WET SET, FLUSH WITH ADJACENT PAVING 2. TRUNCATED DOME COLOR TO BE YELLOW FS 33538 OF FEDERAL STANDARD 595C FOR THE CONDITIONS ON THIS PROJECT (CBC 11B-705.1.1.3) TRUNCATED DOMES NO SCALE 22" =UM= NIMES PM®11N OLONNOm ACCDSDE PACES MAW NOi NBN LIE MD SPEW/ NON PERSON UN ODOM ILL BE MED I•7 R NNW ENBEE ID®gODS WM LE MUM NI N ONNININN 6'-8" NOT TO SCALE II 2,/i 18" 1:1 17" Qd d 0.65" MIN. .2" HEIGHT SECTION "A" 2.35" APART PER CBC — FIG. 11B-705.1 0.9" BASE DIAMETER AND 0.45" TOP DIAMETER TAPERED EDGES WHERE EXPOSED, CHANGES IN LEVEL BETWEEN EDGE OF DOMES AND PAVEMENT SHALL BE 1/2" HIGH MAX. AND SHALL BE BEVELED WITH A SLOPE OF 1:2 MAX 2 1/2" DIA SCHEDULE 40 GALV. STEEL PIPE PRIME AND PAINTED EXPOSED PIPE. 24" 1 FACE OF CONCRETE CURB GRADE LANDSCAPE OR AC PAVING SECTION PER SITE PLAN 12" DIAMETER X 2'-0" DEEP CONCRETE BASE WITH 6" GRAVEL BELOW SIGN AND SIGN POST FOUNDATION NO SCALE Zco STEEL BOLLARD NO SCALE ACCESSIBLE PARKING SIGN PER CBC 11B-502.6., TYP 12' WIDE STALL PER CBC SECTION 11B-502.2, TYP. o o cn ACCESSIBLITY SYMBOL MARKING, TYP EQ 5' 00000 00000 5' ACCESSIBLE AISLE PER CBC SECTION 11B-502.2, TYP. 4" MIN. RED REFLECTIVE TAPE 6" DIA. CONCRETE FILLED STEEL PIPE BOLLARD, PAINT WITH GRAY FINISHED SURFACE - SEE PLAN CONDITION, VARIES (6) #5 VERTICAL WITH CONCRETE FOOTING , SLOPE TOP FOR DRAINAGE AT EXTERIOR LOCATIONS NOTES: 1 CAP WITH WELDED GALVANIZED STEEL COVER TRUNCATED DOMES PER CBC 11B-705 6.5' 9' WIDE STALL PER CBC SECTION 11B-502.2, TYP. ni OD a 13 cn 4" BLUE BORDER AND HATCHING. ACCESSIBLE PARKING SIGN PER CBC 11B-502.6., TYP 4" WIDE WHITE STRIPE, TYP 43" REINFORCING BAR EMBEDDED 18" INTO SUBGRADE ASPHALT TOP OF REINFORCING BAR FLUSH WITH TOP OF ONCRETE 1' ANCHOR TIRE STOP ON TOP OF FLUSH CURB IF STALL IS ONLY 17' DEEP. l" DIA HOLE "S414To , 5-i" MIN 11 2-5/8"0 X 24" STEEL DOWEL BARS AT 12" C.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT 2-#3 CONTINUOUS BARS, BREAK AT DOWELED JOINTS AA 6" 6" FLUSH CONCRETE CURB NO SCALE 5" MIN 2 #4 BARS CONTINUOUS CONCRETE BASE MATERIAL 12" SUBGRADE COMPACTED TO 6" PORTLAND CEMENT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE #4 REBAR CONTINUOUS SUBGRADE PREPARED PER THE PROJECT'S GEOTECHNICAL REPORT NOTES: 1. CONSTRUCT EXPANSION JOINTS @ 150' C.C. MAXIMUM SPACING. 2. PROVIDE CONTROL JOINTS @ 40' 0.C. MAXIMUM SPACING. 4' CONCRETE VALLEY GUTTER NO SCALE 4' WHEEL STOP PER CBC 11B-502.7.2, TYP. CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor OVERA Construction • • SIEGFRIED Drawing Title DETAILS I Drawing No. C7.0 Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 18 19 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 R Q P 0 N M L K J H G F E C B A 00000u 000000 0O0O0O0O0�0o0 000000 00 00 DRIVEWAY ENLARGEMENT 1"=5' 28' 3 5 J. 28' 3.5' 6.5' / / / 0 / / / / /n 11.3' TRASH ENCLOSURE ENLARGEMENT 1"=5' in M 26' 9' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Project Number: 23204 Contractor Drawing Title DETAILS II Drawing No. Construction 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 PRECAST VALVE BOX SET FLUSH WITH STREET SURFACE WITH CAST IRON RING AND COVER MARKED "WATER". CHRISTY G-5 OR EQUAL. PROVIDE PHENOLIC VALVE TAG, 1" X 3" WITH 1/2" TEXT. ATTACHED TO INSIDE OF VALVE RISER WITH STAINLESS WIRE OR NYLON TIE. STEM EXTENSION FABRICATION NOTES: 1. ALL WELDS TO RISER SHAFT SHALL BE FILLET WELD ALL AROUND AS SPECIFIED BELOW. 2. ALL STEEL REQUIRED FOR RISER FABRICATION SHALL BE STRUCTURAL STEEL PER ASTM A36. VALVE STEM EXTENSION PARTS LIST: 1. VALVE OPERATING NUT OR 1 - 7/8" X 1 - 7/8" X 2" HIGH SOLID STEEL WELDED TO TOP PLATE. 2. 3/16" THK. X 7 - 1/2" DIA. FREE SPINNING GUIDE PLATE, WITH 3 - 5/8" DIA. HOLE IN CENTER. 3. TWO 3/16" X 1 - 1/2" X 5" L STEEL ANGLE, WELD TO TWO SIDES OF EXTENSION SHAFT. 4. 2 - 1/2" X 3/16" SQUARE STEEL TUBING LENGTH AS REQUIRED EDGE TO WELD TO TOP PLATE. WATER VALVE AND VALVE BOX FINISHED GRADE NON HARDSCAPE AREA 1.5" CLASS "A" CONC. COLLAR 5.5" 3/iT INSULATED #10 SOLID COPPER TRACER WIRE WITH 12" PIGTAIL INSIDE VALUE BOX. OUTSIDE RISER PIPE WELD VALVE NUMBER IN THE FRAME, 1" TEXT. PAINT BOX & / COVER PER UCD STANDARDS. DOMESTIC WATER -BLUE, UTILITY WATER -WHITE D 1 0 10 ,5 ©i I// rrT rr" rr-n rr-n FINISHED GRADE IMPROVED SURFACE E • d [,o00° 0000 • v CONC. COLLAR a O • oO04o 100 000c\ Q O 00o co00 8" PVC RISER PIPE RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM, AND SHALL BE CONSTRUCTED FROM A SINGLE LENGTH OF PIPE, WITH NO JOINT. NOTES: 1. ENTIRE VALVE SHALL BE WRAPPED TIGHTLY WITH POLYETHYLENE FILM HELD SECURELY WITH ADHESIVE TAPE. 2. IF VALVE IS INSTALLED SO THAT THE TOP OF THE OPERATING NUT IS LESS THAN 30" BELOW FINISHED GRADE, THE VALVE STEM RISER IS NOT REQUIRED. TOP VIEW NON HARDSCAPE AREA IMPROVED SURFACE NO SCALE FINISH GRADE 1W 6" MIN. 1 MOP J CONCRETE PAD PIPE FROM POINT -OF -CONNECTION 8" MI CONTRACTOR TO PROVIDE HINGED GATE FOR STANDARD BACKFLOW ENCLOSURE. LOCKED. COLOR GREEN. BACKFLOW PREVENTER GALV. NIPPLE (TYPICAL) GALV. GALV. 90 DEG ELL (TYPICAL OF 4) GALV. NIPPLE (TYPICAL) 6" MIN. / / ,- 6" TYP. 01 NOTES: 1. ALL GALVANIZED FITTINGS SHALL BE WRAPPED WITH 10 MIL VINYL PIPE WRAP. 2. INSTALL WEATHER BLANKET AROUND BACKFLOW PREVENTER. 3. BACKFLOW ASSEMBLIES SMALLER THAN 2.5" SHALL BE COVERED WITH AN INSULATION BLANKET, MIN R-13, GREEN, WEATHERGUARD OR EQUAL AND PROTECTED BY A LOCKABLE WIRE CAGE ENCLOSURE FASTENED TO THE PAD. THE ENCLOSURE SHALL BE HINGED, POWDER COATED GREEN AND SECURED WITH A DOUBLE -LOCKED, GALVANIZED CHAIN SUCH THAT EITHER LOCK CAN RELEASE THE CHAIN. ONE LOCK WILL BE SUPPLIED BY CITY. c4) BACKFLOW PREVENTER GALV. UNION (TYPICAL OF 2) MAINLINE PIPE EDGE OF CONCRETE PAD MALE ADAPTER (TYPICAL OF 2) 4. BACKFLOW ASSEMBLIES 2.5" AND LARGER SHALL BE SECURED BY A DOUBLE -LOCKED, GALVANIZED, STRAIGHT LINK CHAIN THAT LOCKS THE VALVE AND HANDWHEELS IN THE OPEN POSITION AND EITHER LOCK CAN RELEASE THE CHAIN. ONE LOCK WILL BE SUPPLIED BY CITY. IN AREAS PRONE TO VANDALISM, CITY MAY ADDITIONALLY REQUIRE LOCKABLE PROTECTIVE ENCLOSURE. NO SCALE ATRIUM GRATE IN SHRUB / GROUNDCOVER — AREAS, FLAT CAST IRON GRATE IN TURF, CONCRETE, OR PAVED AREAS SLOPE TO DRAIN, 1.0% MIN. IN PLANTER AREAS IIII�IIIIIII- III-1IHIII= III III III 12" AREA DRAIN NO SCALE ALONG PATH OF TRAVEL, GRATE OPENINGS SHALL NOT EXCEED 1/4" AND SHALL BE FLUSH WITH GROUND SURFACE CATCH BASIN AND ADA COMPLIANT GRATE IN CONCRETE AREAS FINISH GRADE BACKFILL MATERIAL PER III SPECS. PLACED UNIFORMLY IN 12" LIFTS I I= AND COMPACTED, 85% RELATIVE DENSITY IN PLANTER AREAS. 11= IHIIIII III II III III —III II —III= DRAIN PIPE, REFER TO UTILITY PLANS UNDISTURBED OR RECOMPACTED SUBGRADE. NYLOPLAST CATCH BASIN 3500 PSI CONCRETE 5-#4 CONT. CAST IRON HOOD, FABRICATED FRAME, AND GRATE APPROX. WEIGHT 312 LBS. 31" DIA. THIN WALL KNOCKOUTS. SLEDGE OUT AS REQUIRED BOTH SIDE WALLS sitill1114;.;4, 4'-0" EXTENSION MODEL NO. C WEIGHT RS243606 6" 450 LBS. RS243612 12" 900 LBS. DESIGN LOAD: H-20 FULL TRAFFIC. FOR PRODUCT INFORMATION CONTACT JENSEN PRECAST. OPTIONAL EXTENSION C� HEIGHT T( UP TO 6'-0" INSIDE DEPTH DROP INLET MODEL NO. A B WEIGHT* D1243636-1A 36" 42" 3028 LBS. 01243648-1A 48" 54" 3889 LBS. D1243660-1A 60" 66" 5611 LBS. D1243672-1A 72" 78" 6472 LBS. OUTSIDE HEIGHT OF BOX * BOX ONL 18"x31" THIN WALL KNOCKOUTS SLEDGE OUT AS REQUIRED BOTH END WALLS 24"X36"CATCH BASIN (JENSEN PRECAST MODEL �QQ� 2436-HDI-36, OR EQUAL) v/ NO SCALE C2) CHRISTY NO. F-8 OR EQUAL CONCRETE COVER. USE TRAFFIC RATED COVER IN PAVED AREAS. 4" THREADED PVC PLUG 4" CLEANOUT RISER (NO HUB) FLEXIBLE JOINTS AS NEEDED (TYP.) INSTALL 45° WYE-TEE COMBINATION PLUG (IF NOT CONNECTED) CLEANOUT NO SCALE SLOPE CONCRETE COLLAR TO DRAIN 1/4" TYP. CONCRETE, SEE SHEET C-300 FOR STRUCTURAL SECTION CLASS 2 AGGREGATE BASE SUBGRADE STORM DRAIN 4" TRENCH DRAIN 4" "ACO DRAIN" S100K POWERDRAIN WITH ACCESSIBLE, HEELSAFE, ANTI -SLIP GRATE OR APPROVED EQUAL. GRATE OPENINGS SHALL BE 1/2" MAX IN THE DOMINANT DIRECTION OF TRAVEL. 4" CONCRETE SECTION COLLAR "ACO DRAIN" S100K POWERDRAIN CHANNEL SECTIONS OR APPROVED EQUAL PARTIAL PROFILE ALL JOINTS SHALL BE SEALED TO BE WATER TIGHT "ACO DRAIN" CATCHBASIN OR APPROVED EQUAL NO SCALE NOTED ON PLANS I-4 ►I 1 a a 1 /'//' //////// V CONCRETE SECTION 6" 12" TOP OF SLOPE 7— I�,ry TOE OF SLOPE NOTED ON PLANS SLOPE " SLOPE TO ° TOVID, oQ co 0 r co 0 EQ1� 0 CONCRETE AT CURB CUT-OUTS NO SCALE r 6 4" CONCRETE SECTION Err CONCRETE CURB AND GUTTER PLAN 000 i LL'I.I I c3) GALVANIZED STEEL GRATE AND COVER OPTIONS AVAILABLE IN PEDESTRIAN AND TRAFFIC LOAD RATINGS. OPTIONAL GRATE LOCKING DEVICE AVAILABLE ON REQUEST GALVANIZED STEEL CAST IN FRAME SHOWN, LOOSE FRAME DESIGNS ALSO AVAILABLE OPTIONAL RISER SECTIONS AVAILABLE TO MATCH GRADE VARIATIONS CUSTOM PIPE OPENINGS OR THINWALL KNOCKOUTS AVAILABLE MODEL A B C WEIGHT CALC - LBS. 1212 12 12 4 208 (BASE) + 266 VF 1616 16 16 5 408 (BASE) + 480 VF 1818 18 18 5 602 (BASE) + 604 VF 2424 24 24 6 675 (BASE) + 750 VF 2436 24 36 6 900 (BASE) + 900 VF 2448 24 48 6 1500 (BASE) + 1050 VF 3030 30 30 6 920 (BASE) + 900 VF 3636 36 36 6 1200 (BASE) + 1050 VF 3648 36 48 6 1500 (BASE) + 1200 VF 4848 48 48 6 1875 (BASE) + 1350 VF 6060 60 60 6 2700 (BASE) + 1650 VF FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. SQUARE DRAIN INLET NO SCALE 4' BIORETENTION F if Oa fib • aa�y II c6) II CURB CUT fr PROPOSED PAVING EDGE NO SCALE PROPOSED GROUND ELEVATION EDGE SWALE WITH 8" COBBLES OVER MIRAFI 140N GEOTEXTILE FABRIC. COBBLES SHALL BE FLUSH WITH GRADE TO ALLOW WATER TO FLOW INTO SWALE, TYPICAL. TOP OF SLOPE 4" P.C.C. AT CURB CUT OPENING. 12" MIN. LENGTH, AND 12" EACH SIDE OF OPENING. 8" DEEP ROCK EDGED WITH 4"-6" COBBLE OVER MIRAFI 140N GEOTEXTILE FABRIC. 0 REFER TO LANDSCAPE PLANS FOR GROUND TREATMENT COBBLE SWALE SECTION 4"-6" COBBLE TO SLOW RUNOFF AND PREVENT EROSION PROPOSED GROUND ELEVATION EDGE SWALE WITH 8" COBBLES OVER MIRAFI 140N GEOTEXTILE FABRIC. COBBLES SHALL BE FLUSH WITH GRADE TO ALLOW WATER TO FLOW INTO SWALE, TYPICAL. TOE OF SLOPE 4" CONCRETE OVER 4" CLASS 2 AGGREGATE BASE TOP OF SLOPE 1' 9 SLOPE CONCRETE AT CURB CUT OPENING TO MATCH PAVEMENT SLOPE VERTICAL CURB AT CURB CUT-OUTS CONCRETE SECTION CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record Contractor SHAH KAWASAKI ARCHITECTS OVE" 570 I0th Street, Suite 201 Oakland, CA 94607 • SIEGFRIED Drawing Title DETAILS III Drawing No. C7.2 P N L J H F E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 1 MIN. CONC COLLAR (CLASS B) TRACER WIRE. TAPE TO RISER PIPE AND EXTEND 12" INTO BOX 8" PVC RISER PIPE (SEE NOTE 3) 1 "STAINLESS STEEL PER DWG W-4 NOTES: 2. 3. 4. 5. VALVE BOX COVER FOR POTABLE WATER VALVE BOX COVER 8" VALVE BOX WITH CAST IRON TRAFFIC LID TRAFFIC -RATED VALVE BOX PER SECTION II-B1-2.06 AND IV-B1-2.06 A.C. PAVEMENT THROAT DIA. 8" MIN. VALVE NUT EXTENSION PER DWG W-4 (WHERE REQUIRED) 2" OPERATING NUT ON VALVE CENTERING RING RISERS SHALL REST ON ROCK A.C. PAVEMENT TO COMPLY WITH STREET PAVEMENT REQUIREMENTS. FOR VALVE BOXES INSTALLED IN NON -TRAFFIC AREAS, CONCRETE COLLAR SHALL BE EXTENDED TO FINISH GRADE. SLOPE COLLAR TO DRAIN AWAY FROM LID. RISER PIPE TO BE ONE CONTINUOUS PIECE OF PVC. VALVE BOX COVERS FOR RECYCLED WATER MAINS SHALL BE TRIANGULAR WITH "RW-DSRSD" INSCRIPTION CAST ON THE TOP SURFACE. VALVE BOX COVERS FOR RW WATER MAINS SHALL BE POWDER COATED. POINTING IN DIRECTION OF LINE VALVE BOX COVER FOR RECYCLED WATER Dublin San Ramon Services District REVISION DATE JUN 2020 VALVE BOX INSTALLATION REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W - 1 VALVE BOX INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-1 NO SCALE � Z a 0 SEE NOTE 4 SERVICE WITH 90° TAP ITEM DESCRIPTION 6" 6" CURB AND GUTTER 111 METER SEE NOTE 3 / \\ L - 1 r METER TAIL REDUCER (AS NEEDED) TW #10 TRACER WIRE, EXTENDED 12" INTO METER BOX MIN. BEND RADIUS OF 30 x NOMINAL DIAMETER. NO BENDS WITHIN 10 x DIAMETER FROM FITTING SERVICE ASSEMBLY A B C D E F BRONZE CORP. STOP BRONZE COMPRESSION JOINT POLYETHYLENE TUBING WITH TRACER WIRE (BLUE HDPE FOR POTABLE AND PURPLE HDPE FOR RECYCLED WATER) BRONZE ANGLE CURB STOP, FLANGE W/WING LOCK BRONZE SADDLE PER SECTION II-B1-2.08 FACE OF CURB TO BE MARKED 'y(" FOR POTABLE WATER AND "BB" FOR RECYCLED WATER. NOTES' 1. THE SERVICE LINE SHALL REST ON UNDISTURBED EARTH IN THE BOTTOM OF THE TRENCH WITH A 36" MINIMUM COVER IN THE RUN BETWEEN THE MAIN AND THE CURB. 2. FOR METER BOX INSTALLATION SEE DWG W-19. LJ 3. STAINLESS STEEL INSERT STIFFENERS SHALL BE USED AT CORP. AND ANGLE STOPS IN POLYETHYLENE SERVICE LINES WHEN RECOMMENDED BY THE FITTING MANUFACTURER. 4. COLOR OF POLYETHYLENE TUBING SHALL BE: BLUE FOR POTABLE WATER SERVICE PURPLE FOR RECYCLED WATER SERVICE Dublin San Ramon Services District REVISION DATE DEC 2019 1 1 /2" - 2" SERVICE INSTALLATION REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-8 1 1/2" - 2" SERVICE INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-8 NO SCALE STANDARD CURB & GUTTER CONCRETE COLLAR 8" METER BOX 11r 4"x3" REDUCING SPOOL O I! H a d THRUST BLOCK CENTERING RING 12" o 0 0 iI!4 ° 0 8 REMOVE KNOCKOUT DRAIN RO.K CONCRETE BRICKS UNDER FULL PERIMETER OF BOX CUSTOMER PIPING THRUST BLOCK SEE DWG. W-22 FOR CONTINUATION KEY QTY MATERIALS A 1 4" GATE VALVE, FLANGE BY RESTRAINED MJ PER SECTION II-B1-2.02 B 1 4" DIP OR PVC C 1 4" FLANGED COUPLING ADAPTER D 1 4"x4" DIP ELL, FLG. x RESTRAINED MJ E 1 4" DIP SPOOL, FLG. x FLG. F 1 4"x4" DIP ELL, FLG. x FLG. G 1 TW#10 TRACER WIRE, EXTEND INTO VALVE BOX NOTES: 1. ALL THRUST BLOCKS SHALL CONFORM TO STANDARD DRAWINGS W-2 AND W-3. 2. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316. ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. 3. METER TO BE INSTALLED BY DSRSD. Dublin San Ramon Services District REVISION DATE JAN 2021 3" METER INSTALLATION REVISED BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-20 3" METER INSTALLATIONS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-20 NO SCALE 90' BEND 45" BEND TEE CROSS REQUIRED AREA FOR THRUST BLOCK (SQ. FT.) BASED ON ALLOW. SOIL BEARING VALUE OF 2000 psf PIPE DIA. 90" & 4WYE 22 1/2" 11 1/4' & PLUG TEE CROSS 4 1.5 1.0 0.5 1.0 1.0 1.0 6 4.0 2.5 1.5 1.0 3.0 3.0 2.5 7.5 4.0 2.0 1.0 5.0 5.0 2.55 10 11.5 6.5 3.5 2.0 8.0 8.0 4.0 12 16.0 9.0 4.5 2.5 11.5 11.5 6.5 WYE 15' TYPICAL SECTION THROUGH THRUST BLOCK FELT 16 29.0 16.0 8.0 4.0 20.0 20.0 11.0 PLUG 18 37.0 29.0 10.0 5.0 26.0 26.0 13.0 MULTIPLIERS FOR THRUST BLOCK AREAS ACTUAL SOIL BEARING VALUE MULTIPLIER 1000 psf 1500 psi 2000 psf 2500 psf 3000 psf 2.0 1.33 1.0 0.8 0.67 EXAMPLE ACTUAL SOIL BEARING VALUE = 1000 psf FOR 8" BLOW OFF REQUIRED AREA IS (2.0)(5.0 SQ. FT.) = 10.0 SQ. FT. NOTES: 1. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED EARTH. 2. THRUST BLOCKS SHALL BE CLASS B CONCRETE. 3. 15# ROOFING FELT TO BE PLACED BETWEEN PLUG AND THRUST BLOCK CONCRETE. 4. SEVEN DAY CURE TIME REQUIRED PRIOR TO FILLING OR PRESSURING MAINS. 5. THRUST BLOCKS SHALL BE FORMED BEYOND UNDISTURBED EARTH. REV. 09/06 Dublin San Ramon Services District DATE MAY 1987 CONCRETE THRUST BLOCKS DESIGNED RMR SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-2 CONCRETE THRUST BLOCKS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-2 NO SCALE AC CHRISTY G-5 BOX THROUGH z _ HOLE IN ce w 0 0 RISER O Iwo U x 2 W 4WU Q W W NO SERVICE TAP WITHIN 2 FEET OF ITEM I. ITEM A B C D E F G H J K L M CHRISTY G-5 BOX DESCRIPTION 4" EPDXY -COATED FLG RESILIANT SEATING G.V. WITH 2" SQ. NUT, CLOSE CLOCKWISE CATHODIC PROTECTION (INCLUDING VALVE) - (2 SETS) A.W.G. NO. 2 WIRES WITH EXOTHERMIC WELD AT 3 O' CLOCK AND 9 O' CLOCK POSITIONS WITH MASTIC AND PROTECTIVE CAP BONDED TO REDUCER, VALVE, AND SPOOL. REDUCER - 4" X MAIN SIZE TRACER WIRE FOR PVC PIPE ONLY, TW TYPE #10 4" FLANGE X FLANGE, TABBED DUCTILE IRON 90° ELL (BASE 90) 4" COMPANION FLANGE 4" ABS SCREWED PLUG WITH SQ. HEAD 4" DUCTILE IRON RISER (1 LENGTH TO PROPER HEIGHT) RESTRAINED MECHANICAL JOINT 4" DUCTILE IRON PIPE - 12" SPOOL LENGTH THRUST BLOCK 32# PREPACKAGED MAGNESIUM ANODE 8" - 12" FROM PIPE 8" RISER SDR 35 SEE DWG W-1 r1n NOTES: 1. FOR SIZE OF BLOW -OFF ON MAINS LARGER THAN 12", CONSULT DISTRICT ENGINEER. 2. TO BE USED ONLY AT THE DIRECTION OF DISTRICT ENGINEER. 3. RECYCLED WATER BLOW OFF ASSEMBLIES SHALL BE IDENTIFIED AS RECYCLED WATER FACILITIES AS PER SPECIFICATION SECTION IV-B1-2.06. 4. ALL BOLTS SHALL BE STAINLESS STEEL, 3/16" - TYPE 316 OR APPROVED EQUAL. MASTIC COVER BOLTS AND ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. 5. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN EIGHT (8) MIL POLYETHYLENE WRAP. POLYETHYLENE WRAP SHALL BE MANUFACTURED AND INSTALLED IN CONFORMANCE WITH ANSI A 21.5. (SPECIFICATION SECTION II-B2-2.06) Dublin San Ramon Services District REVISION DATE DEC 2019 4" BLOW -OFF ASSEMBLY 6", 8", 10" AND 12" MAINS REVISED BY RM/BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-9 4" BLOW -OFF ASSEMBLY 6", 8", 10" AND 12" MAINS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-9 NO SCALE PROPERTY LINE PROPERTY LINE/ BACK OF METER BOX PIPE/FITTINGS TO BE THD BRASS, TYPE K OR L RIGID COPPER, SIZE TO MATCH RP UNION, BR (TYP) METER, METER BOX SEE DWG W-7, W-8 12" MAXIMUM BETWEEN BACK OF METER BOX AND BACKFLOW RISER z mI, 1.I_Ni► .I4111110i 6" MIN CLR CUSTOMER PIPING z 5 6" MIN CLR PLAN NTS RP WITH BALL VALVES, SIZE TO MATCH METER (FOR 5/8" METER USE 3/4" RP) 4" CONC. BASE ON 6" COMPACTED DRAIN ROCK THRUST RESTRAINT PIPE/FITTINGS SHALL BE THD. BRASS, STAINLESS STEEL, TYPE K OR L RIGID COPPER BY CUSTOMER NOTES: 1. SET RP ON PRIVATE PROPERTY. 2. IF RP IS LOCATED NEAR TRAFFIC AREA, A MIN. OF TWO 4" GALVANIZED STEEL GUARD POSTS SHALL BE PROVIDED. POSTS SHALL BE 42" HIGH, EMBEDDED 36" BELOW GROUND IN CONCRETE, AND FILLED WITH CONCRETE. 3. FITTING SHALL BE DIELECTRIC WHERE JOINING DISSIMILAR METALS. SECTION NTS 4. 3/4" TO 2" MUST HAVE BALL VALVE SHUT OFF VALVES. 5. PROVIDE LOCKABLE ENCLOSURE WITH FOAM INSULATION LINING, OR BLANKET (SEE DRAWING W-25). 6. DIMENSION OF CONCRETE PAD TO BE AS RECOMMENDED BY ENCLOSURE MANUFACTURER. 7. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 8. THE CONCRETE PAD SHALL ACCOMODATE ENCLOSURES. SEE W-25 FOR ENCLOSURE DETAILS. PROTECTIVE ENCLOSURE (SEE NOTE 5) UNION (SEE NOTE 3) Dublin San Ramon Services District REVISION DATE JUN 2020 BACKFLOW PREVENTER INSTALLATION 3/4" TO 2" REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-21 �2) BACKFLOW PREVENTER INSTALLATION 3/4" TO 2" DUBLIN SAN RAMON SERVICES DISTRICT DWG W-21 NO SCALE L ° ° a a a , a bd 9 W . a �.. a ..\ a n PLAN TAMP BACKFILL MATERIAL BETWEEN BLOCK Re PIPE A111111110111.• /J5 REBARS, 2 REO'D. (EXPOSED REBARS COATED WITH MASTIC) a' d ad • // CLASS 8 CONCRETE ELEVATION THRUST BLOCK DIMENSIONS ^- UPWARD THRUST PIPE 11-1/4' BEND 22 1/2 BEND 45" BEND SIZE L W H G L W H G L W H G 4" 2•-0" 2•-0" 1'-0„ 9" 2•-0" 2,-0" 1'-0" 9" 2,-0" 2•-0" 2•-0" 6„ 6„ 2•-0" 2•-0" 1'-0" 9" 2•-0" 2,-0" 2,-0" 1'-0„ 3,-0" 2•-0" 2•-0" 6" 8" 2•-0" 2,-0" 1'-0„ 9" 3•-0" 2,-0" 2•-0" 1'-0„ 4,-6" 2•-0" 3•-0" 6„ 10„ 3•-0" 2•-0" 2,-0" 1'-8„ 5'-0" 3,-0" 2•-0" 1'-0„ 6'-0„ 2•-0" 3•-8" 8• 12" 3,-0" 2,-0" 2,-0" 1'-8„ 5'-0" 3,-0" 2,-0" 1'-0„ 7,-0" 2,-6" 4•-0" 8" REV. 08/01 Dublin San Ramon Services District DATE MAY 1987 CONCRETE THRUST BLOCKS FOR VERTICAL BENDS DESIGNED SAD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-3 C3D CONCRETE THRUST BLOCKS FOR VERTICAL BENDS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-3 NO SCALE CONCRETE BRICKS ACROSS FULL WIDTH OF BOX ITEM DESCRIPTION SEE DRAWING W-27 FOR AIR RELEASE & VACUUM RELIEF VALVE COVER. A B C D E F G H K L M N AIR RELEASE VENT COVER PER DRAWING W-27 1" DIAMETER PVC SCH 80 PIPE & UNION ANCHOR BOLT 1" BRONZE STREET ELL 1" COMBINATION AIR VALVE. SEE NOTE 4. 24" TRAFFIC -RATED METER BOX. SEE NOTE 4. 1" BRONZE NIPPLE ANGLE METER STOP FLARE OR COMPRESSION. SEE NOTE 4. 1" POLYETHYLENE TUBING (BLUE COLOR FOR POTABLE OR PURPLE FOR RECYCLED WATER) 1" BRONZE COMPRESSION JOINT 1" CORP. STOP. SEE NOTE 4 ALL BRONZE DOUBLE STRAP SADDLE. SEE NOTE 4 THREADED AIR VENT CAP WITH STAINLESS STEEL SCREEN. SEE NOTE 4. TW#10 TRACER WIRE SEE DRAWING W-19 FOR METER BOX INSTALLATION. CONCRETE COLLAR AROUND METER BOX EXTEND TRACER WIRE INTO BOX. 12" MIN. 6" PVC SLEEVE PEA GRAVEL BASE MAINTAIN MIN. 1/4" PER FOOT RISE. INSTALL TAP SADDLE ON TOP OF MAIN NOTES: 1. FOR RECYCLED WATER, COMPONENTS SHALL BE PURPLE. 2. TW#10 TRACER WIRE SHALL BE SPIRALED AROUND POLYETHYLENE TUBING FROM CORP STOP TO THE METER BOX. 3. SEE DRAWING W-19 FOR METER BOX INSTALLATION. 4. ITEM SHALL BE ON APPROVED MATERIAL LIST, OR AN APPROVED EQUAL. Dublin San Ramon Services District REVISION DATE JUN 2020 1" AIR RELEASE & VACUUM RELIEF VALVE INSTALLATION 6"-10" POTABLE WATER AND RECYCLED WATER MAINS REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-15 1" AIR RELEASE & VACUUM RELIEF VALVE INSTALLATION 6-10" POTABLE WATER AND RECYCLED WATER MAINS DUBLIN SAN RAMON SERVICES DISTRICT DWG W-15 NO SCALE 12" MAXIMUM BETWEEN BACK OF METER BOX AND BACKFLOW RISER PROPERTY LINE/ BACK OF METER BOX WATER METER RP BACKFLOW DEVICE ASSEMBLY (ON APPROVED LIST) - DISCHARGE PORT (NOTE 2) CLASS B CONCRETE SLAB, 4'-0" WIDE DRAIN ROCK CTED 90' ELL W/ CAST RESTRAINT TABS EMBEDDED IN THRUST BLOCK (TYP OF 2) SEE DWG W-20 FOR CONTINUATION ELEVATION RESILIENT WEDGE GATE SHUT-OFF VALVES (NOTE 1) #4012"O.C. E.W. ‘--DRAIN ROCK THRUST BLOCK DETAIL A \ _SEE DETAIL A BELOW 9 90' ELL FLANGE (TYP OF 2) 2" GALV. STEEL SUPPORT (TYP OF 2) D.I. PIPE SPOOL (FINISH GRADE NOTES: 1. TEST COCKS AND SHUT-OFF VALVES MUST BE SUPPLIED AS SHOWN. 2. DISCHARGE PORT MUST BE KEPT CLEAR OF OBSTRUCTION AT ALL TIMES. 3. 2 1/2 THR 10" MUST HAVE RESILIENT SEAT WEDGE SHUT-OFF VALVES. 4. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 5. PROTECTIVE ENCLOSURE NOT SHOWN. REFER TO SECTION II-82-7 AND DRAWING W-25 FOR ENCLOSURE REQUIREMENTS. 6. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPUED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. Dublin San Ramon Services District REVISION DATE DEC 2020 2 1/2" TO 10" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE REVISED BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-22 �3) 2 1/2" TO 10" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE DUBLIN SAN RAMON SERVICES DISTRICT DWG W-22 NO SCALE FINISHED GRADE PVC RISER • 2 W re II II II u u 1/4 1 1/4 <4 PLACES EXTENSION NUT 2" x 2" STRUCT. TUBING 0.25" WALL, CHAMFER TOP OUTER EDGE -CIRCULAR 0.25" STL. PLATE DIA = 7" DRILL 1.375 DIA. HOLE IN CENTER FOR PIPE. "o -- 1.315" 0.D. - 1" STAINLESS STEEL PIPE (ONE PIECE) 1/4 V NOTES* 21/8"I SQ. 2 1/2" SQ. x .025" STL. PLATE V,/4 VALVE KEY, 2 1/2" SQUARE TUBE (3/16" WALL) STEEL l�- 1. VALVE NUT EXTENSION SHALL BE PROVIDED WHERE DEPTH TO TOP OF VALVE IS 4' OR MORE. 2. LENGTH OF EXTENSION IN INCHES SHALL BE INSCRIBED WITH AN ARC WELD BEAD (MIN. OF 2" IN HEIGHT) ON TOP FACE OF CIRCULAR PLATE. 3. VALVE KEY SHALL FIT OVER STANDARD 2" VALVE OPERATING NUT. EXTENSION NUT AND VALVE KEY TO BE IN ALIGNMENT WITH EACH OTHER. 4. Dublin San Ramon Services District REVISION DATE DEC 2019 VALVE NUT EXTENSION REVISED BY KP SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-4 C4D VALVE NUT EXTENSION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-4 NO SCALE MAY BE USED AS A SAMPLE TAP SITE WITH A BRONZE HOSE BIB ATTACHED SEE NOTE 2 SIDEWALK CURB 1/2" BRONZE HOSE VALVE (FOR BACT. SAMPLE POINT) SEE NOTE 2 REDUCING TEE SEE NOTE 1 6" MAX. ALL 4 SIDES i!!!!!!!" NOTES: 1. PIPING MUST BE RIGID. 2. HOSE BIB SPOUT MUST FACE BELOW HORIZONTAL AND FACE STREET. 24" MAX 18" MIN METER BOX (TYP) PEA GRAVEL Dublin San Ramon Services District DATE DEC 2005 TEMPORARY SAMPLE TAPS FOR NEW CONSTRUCTION DESIGNED ATJ DRAWING SIGNED COPY ON FILE AT DISTRICT OFFICE TEMPORARY SAMPLE TAPS FOR NEW CONSTRUCTION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-18 NO SCALE 18" CLASS B CONC PAD WITH COMPACTED DRAIN ROCK (NOTE 3) VALVE (TYP) UTILITY BOX IN SLAB FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST DOUBLE DETECTOR CHECK ASSEMBLY (NOTE 1) 18" METER WITH DETECTOR CHECK VALVES UTILITY BOX IN SLAB FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST PLAN NTS TEST COCK (TYP) SUPPORTS 90' ELL W/ CAST RESTRAINT TABS EMBEDDED IN THRUST BLOCK (TYP OF 2) THRUST BLOCKS SECTION NTS D.I. SPOOL 1/2" SWEEP CONDUIT PVC ELBOW FROM TOP OF SLAB INTO METER BOX SECTION NTS CONC. PAD DOUBLE DETECTOR CHECK ASSEMBLY SHALL BE FACTORY ASSEMBLED COMPLETE, WITH METER AND DETECTOR CHECKS AND SHALL BE ON DISTRICT APPROVED LIST. THE DETECTOR METER SHALL BE SUPPLIED WITH A RADIO -READ NEPTUNE OR SENSUS METER. THE METER INTERFACE UNITS SHALL BE DATAMATIC FIREFLY METER INTERFACE UNITS FOR AMR SYSTEMS USING ENCODED REGISTERS WITH PROFILE PLUS LOAD PROFILING CAPABILITY. 2. INSTALL AS REQUIRED. 3. RADIO WIRE TO BE FIRMLY AFFIXED TO PIPING WITH WIRE TIES. 4. TRANSMITTER TO BE SPLICED TO INCOMING WIRES WITH WATER PROOF CONNECTORS. 5. METER SHALL BE SET TO READ IN CUBIC FEET. 6. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 7. PROTECTIVE ENCLOSURE NOT SHOWN. REFER TO SECTION II-B2-7 AND DRAWING W-25 FOR ENCLOSURE REQS. 8. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. Dublin San Ramon Services District REVISION DATE DEC 2020 DOUBLE DETECTOR CHECK FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION REVISED BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-23 DOUBLE DETECTOR CHECK FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-23 NO SCALE 48" SEE NOTE 3 0)) 1-1 li_\,,,,,, , . ,L, MIN LJ LJ NOTES: 2. 3. 4. 5. 6. 7. THRUST BLOCK ITEM A SEE DETAIL "A" CURB VALVE BOX ce (RESTRAINED) DESCRIPTION AWWA C503 WET -BARREL HYDRANT PER SECTION II -B1-2.03 6" FH BURY W/ MJ OR FLANGED INLET 6" FLG X MJ GV PER SECTION TEE BREAK AWAY BOLTS, NUTS ON TOP FILLED WITH GREASE SQUARE CONCRETE PAD CENTERING RING BOLTS W/THREADS UP. CAULK HOLLOW W/SILICONE. DOUBLE SCOR C.I. BREAK- AWAY SPOOL • lammar IMMEL THRUST BLOCK DETAIL "A" ON MAINS WHERE VALVES ARE TO BE INSTALLED ADJACENT TO TEES OR CROSSES, THE VALVES SHALL BE FLANGED X MJ WITH FLANGED END BOLTED DIRECTLY TO THE TEE OR CROSS. VALVE DISTANCE IN FEET TO BE MARKED ON CURB. SEE PLANS AND SPECIFICATIONS FOR LOCATION OF HYDRANTS. REFER TO SECTION II-B2-5.01 FOR PLACEMENT OF FIRE HYDRANTS BEHIND CURBS AND SIDEWALKS. REFER TO SECTION II-A7 FOR CLEARANCE BETWEEN HYDRANT AND FIXED OBJECTS. REFER TO SECTION II-B1-2.03 FOR HYDRANT EXTERIOR PAINT REQUIREMENTS. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. TRACER WIRE SHALL BE INSTALLED ON ALL FIRE HYDRANT RUNS. • Dublin San Ramon Services District REVISION DATE JUN 2020 FIRE HYDRANT INSTALLATION REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-6 (5) FIRE HYDRANT INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG W-6 NO SCALE 6" CURB METER BOX ELEV. 1 SIDEWALK CURB CONCRETE (SEE NOTES 8 Se 9) SIDEWALK ELEV. 3 NOTES: 1. SEE THE APPROVED MATERIAL LIST FOR METER BOX SCHEDULE 2. H20 TRAFFIC LOAD RATED BOXES & LIDS TO BE USED IN TRAFFIC AREAS. 3. ALL METER BOXES MUST BE SET TRUE, PERPENDICULAR TO STREET, AND FLUSH WITH SIDEWALK. 4. SPACE BETWEEN BOXES IN MULTIPLE METER INSTALLATIONS SHALL BE 2". 5. DO NOT SET METER BOXES ON PRIVATE PROPERTY. 6. LID TO BE ONE PIECE, MARKED WATER, AND TOUCH -READ READY WITH 2" PROBE 7. IN SLOPED AREA METER BOX MAY REQUIRE REDWOOD RETAINING WALLS. 8. METER BOXES AND LIDS IN TRAFFIC AREAS SHALL BE H-20 TRAFFIC RATED. INSTALL 6" CONCRETE COLLAR (6" DEEP) AROUND TRAFFIC -RATED METER BOXES. 9. METER BOXES OUTSIDE OF TRAFFIC AREAS AND NOT IN SIDEWALK SHALL HAVE 6" WIDE COLLAR (4" DEEP). 10. RECYCLED WATER METER BOX INSTALLATION SHALL BE IDENTIFIED AS RECYCLED WATER FACILITIES PER SECTION IV-B1-2.04. SIDEWALK METER BOX ELEV. 2 METER BOX EXTENSION(S) AS NECESSARY (TYP) TO BE AT LEAST 3" BELOW CENTER OF SERVICE PIPE CONCRETE BRICKS ACROSS FULL WIDTH (TYP) PEA GRAVEL Dublin San Ramon Services District REVISION DATE NOV 2019 METER BOX INSTALLATIONS 5/8 INCH TO 2 INCH REVISED BY KP DRAWING SIGNED COPY ON FILE AT DISTRICT OFFICE METER BOX INSTALLATIONS 5/8 INCH TO 2 INCH DUBLIN SAN RAMON SERVICES DISTRICT DWG W-19 NO SCALE CLASS 8 CONC PAD WITH COMPACTED DRAIN ROCK (NOTE 3) (TYP) DOUBLE DETECTOR CHECK ASSEMBLY (NOTE 1) 18" co METER WITH DETECTOR CHECK VALVES UTILITY BOX IN SLAB FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST TEST COCK (TYP) PLAN NTS BRASS FIRE DEPT PUMPER CONNECTIONS HOSE CONNECTIONS (SEE NOTE 4 BELOW) BRASS FIRE DEPT / PUMPER CONNECTION qg alle1100114111141 Di SPOOL (TYP) ..471-grjmwmw-- DRAIN ROCK UTILITY BOX IN SLA FOR METER RADIO TRANSMITTER PER APPROVED MATERIALS LIST 90' ELL W/ CAST RESTRAINT TABS EMBEDDED IN THRUST BLOCK, (TYP OF 2) THRUST BLOCKS SECTION NTS 1/2" SWEEP CONDUIT PVC ELBOW FROM TOP OF SLAB INTO METER BOX SECTION NTS RADIO WIRE CONC. PAD 1. DOUBLE DETECTOR CHECK ASSEMBLY SHALL BE FACTORY ASSEMBLED COMPLETE. WITH METER AND DETECTOR CHECKS AND SHALL BE ON APPROVED MATERIALS LIST. THE DETECTOR METER SHALL BE SUPPLIED WITH A RADIO -READ METER. THE METER INTERFACE UNITS SHALL FOR AMR SYSTEMS USING ENCODED REGISTERS WITH PROFILE PLUS LOAD PROFILING CAPABILITY AND SHALL BE ON APPROVED MATERIALS LIST OR APPROVED EQUAL. 2. HOSE THREADS SHALL MATCH FIRE DEPT HOSE CONNECTORS (NST/NH). 3. INSTALL AS REQUIRED. 4. PUMPER CONNECTION MUST BE INSTALLED FACING STREET WITHOUT OBSTRUCTION. 5. THIS ARRANGEMENT REQUIRES FIRE DEPT APPROVAL 6. RADIO WIRE TO BE FIRMLY AFFIXED TO PIPING WITH WIRE TIES. 7. TRANSMITTER TO BE SPUCED TO INCOMING WIRES WITH WATER PROOF CONNECTORS. 8. METER SHALL BE SET TO READ IN CUBIC FEET. 9. DEVICE SHALL BE TESTED BY CERTIFIED TESTER. TEST REPORT SHALL BE SUBMITTED TO DSRSD. 9. ALL BOLTS SHALL BE STAINLESS STEEL TYPE 316, ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO BOLT THREADS. POLYWRAP ALL FERROUS PIPE AND FITTINGS. Dublin San Ramon Services District REVISION DATE DEC 2019 DOUBLE DETECTOR CHECK FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION (OPTIONAL) REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-23A DOUBLE DETECTOR FOR 2" - 10" FIRE LINES ABOVE GROUND INSTALLATION (OPTIONAL) DUBLIN SAN RAMON SERVICES DISTRICT DWG W23A NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor °VERA Construction • SIEGFRIED Project Number: 23204 Drawing Title DETAILS IV Drawing No. C7.3 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 REV. 11/19 FOR PIPE SIZE <= 2-INCH FOR PIPE SIZES > 2-INCH PIPE SIZE INSIDE W DIMENSIONS L H 3/4"-1" 8 25 19 3/4"-1" 9 26 19 1 1/4"-2" 11 35 24 1 1/4"-2" 12 37 30 1 1/4"-2" 12 46 30 1 1/4"-2" 12 46 31 2 1/2"-3" 24 67 45 4" 29 65 50 6" 28 104 49 8"-10" 40 157 74 NOTES; 1. ENCLOSURE SHALL BE AS SPECIFIED ON APPROVED MATERIALS LIST, OR EQUAL. 2. CONCRETE PAD SHALL EXTEND 4 INCHES BEYOND THE EDGE OF THE ENCLOSURE. Dublin San Ramon Services District DATE DEC 2019 FIBERGLASS ENCLOSURE FOR BACKFLOW PREVENTER DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-25 FIBERGLASS ENCLOSURE FOR BACKFLOW PREVENTER DUBLIN SAN RAMON SERVICES DISTRICT DWG W-25 NO SCALE REV. 08/11 CAST IRON LID. MARKED SEWER C.O. (SEE NOTE 1 FOR TRAFFIC AREA) FINISH GROUND CLEANOUT BOX SEE DETAIL BELOW 2-WAY CAST IRON CLEANOUT SIDE SEWER CLEANOUT RISER RUBBER BUSHING BANDED RUBBER COUPLING NOTES: iOR EASEMENT BOUNDARY PLASTIC PLUG SIZE EQUAL TO SIDE SEWER 1. IN STREETS OR PARKING LOTS, CLEAN -OUT BOX MUST BE A G-5 (CHRISTY) BOX WITH METAL LID MARKED "SEWER". Dublin San Ramon Services District DATE DEC 2019 SIDE SEWER CLEANOUT RISER DESIGNED KP SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-10 SIDE SEWER CLEANOUT RISER DUBLIN SAN RAMON SERVICES DISTRICT DWG S-10 NO SCALE UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS KITH DISABILITIES MAY BE TOWED AWAY AT OV ER'S EXPENSE TONED VEHICLES MAY BE RECLAIMED AT DUBUN POLICE r ,' 0R BY TELEPHONING / (925) 833-6670 -" 17" MIN. POSTED AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES GENERAL NOTES: LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM 1" IN HEIGHT) ADJACENT AND VISIBLE FROM EACH STALL OR SPACE 1. WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF DISABLED PARKING SPACES IS POSTED CONSPICUOUSLY AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. 2. WARNING SIGNAGE STATES "UNAUTHORIZED VEHICLES PARKING IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT DUBLIN POLICE OR BY TELEPHONING (925) 833-6670". 3. BLANK SPACES ON SIGN(S) SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS SHOWN. 4. SIZE OF LETTERING ON SIGNAGE IS A MINIMUM OF 1" IN HEIGHT. 5. SIGN(S) SHALL NOT BE LESS THAN 17"x22" IN SIZE. SITE ENTRANCE SIGNAGE - R100B SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS PPROVED: PUBLIC ORKS DIRECTOR CD-113 SITE ENTRANCE SIGNAGE - R100B CITY OF DUBLIN CALIFORNIA DWG CD-113 (BOTTOM SIDE OF PLATE) LID / PLATE SIZE FOR 1" CAV 16-1/4" X 27" X 3/16" FOR 2" CAV 20-1/4" X 33-1/4" X 3/16" 8" STEEL CAP WELDED ON 1" X 4" STAINLESS STEEL NAME PLATE DUBLIN SAN RAMON SERVICES DISTRICT TUBING WALL THICKNESS IS 3/16" > .; � S% $7..‘V" ''''!!!;;:2LAN NOTES' 1. VALVE COVER TO BE ON APPROVED MATERIALS LIST, OR APPROVED EQUAL. 2. CLEAN INTERIOR AND EXTERIOR OF STEEL WITH A WATER -BASED CLEANER. 3. APPLY PRIMER 2-3 MILLS THICK WITH TWO PART CATALYZED POLYAMID EPDXY PRIMER (HUNTER GREEN FOR POTABLE WATER OR PURPLE FOR RECYCLED WATER), OR APPROVED EQUAL PRIMER. 4. APPLY ALIPHATIC URETHANE FINISH TOP COAT. 5. VALVE VENT COVER AND LID TO BE PAINTED HUNTER GREEN FOR POTABLE WATER OR PURPLE FOR RECYCLED WATER. Dublin San Ramon Services District REVISION DATE JUN 2020 AIR RELEASE & VACUUM RELIEF VALVE VENT COVER REVISED BY RM/BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING W-27 AIR RELEASE & VACUUM RELIEF VALVE VENT COVER DUBLIN SAN RAMON SERVICES DISTRICT DWG W-27 NO SCALE 1/2" HEX HEAD BOLTS in 24" PIPE PER PLANS / FRAME OU TLET PLAN VIEW 1/4" GALV. STEEL CHECKERED PLATE COVER INLET SECTION A -A NOTES : 1. FRAMES, GRATES, AND CHECKER PLATE COVER SHALL BE RATED FOR H2O HWY. LOADING. 2. PIPE OPENINGS SHALL BE CAST INTO INLETS. GALV. STEEL FRAME & GRATE SEE NOTE 1 PRECAST INLET AND OUTLET STRUCTURES. CRUSHED ROCK 3. EITHER A 16"x16" OR 24"x24" CONCRETE BOX CAN BE USED PER DSRSD APPROVAL. Dublin San Ramon Services District REVISION DATE DEC 2019 GREASE AND SAND TRAP FOR TRASH ENCLOSURES REVISED BY BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-12A GREASE AND SAND TRAP FOR TRASH ENCLOSURES DUBLIN SAN RAMON SERVICES DISTRICT DWG S-12A NO SCALE GUTTER LINE TOOLED EDGE. -- DASHED LINE INDICATES PERMISSIBLE OPTION FOR CONSTRUCTION. 4" MINIMUM CLASS II AGGREGATE BASE CURB LINE P.C.C. CURB AND GUTTER AREA = 1.292 SQ. FT. CURB AND GUTTER SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPROVED: PUBLIC WORKS DIRECTO CD-300 CURB AND GUTTER CITY OF DUBLIN CALIFORNIA DWG CD-300 z 0 OWNED AND MAINTAINED BY BUILDING PROPERTY OWNER SIDE SEWER LATERAL SEWER HOUSE SEWER 2' MAX. SEE SPEC. SEC. III-B2-4 NEW SEWER MAIN FINISHED ROAD GRADE SADDLE CONNECTION 3D CLASS A OR B CONCRETE REQUIRED WHEN SERVICE ANGLE GREATER THAN 30' NOTE: PROPERTY LINE, EASEMENT LINE, OR BACK OF SIDEWALK, AS APPLICABLE ONE-WAY SDR26 STANDARD CLEANOUT (NOTE 1) CURB SIDE SEWER PLAN FACE OF CURB OR EDGE OF PAVEMENT 5'-0" PVC APPROVED PLUG IN ALL FITTINGS FOR AIR TESTS, SEE SPEC. SEC. III-B4-2 ONE-WAY SDR26 STANDARD CLEANOUT (NOTE 1) EMBEDMENT REQUIREMENTS FOR SIDE SEWER SAME AS MAIN SEWER SIDE SEWER PROFILE CLEANOUT SHALL BE EQUAL IN SIZE TO SIDE SEWER. SEE SECTION III-A6 FOR LOCATION. 2. MIN. SLOPE SHALL BE 0.02 FT/FT (S=0.02). 3. SIDE SEWER, INCLUDING LATERAL SEWER AND HOUSE SEWER, IS OWNED AND MAINTAINED BY THE OWNER OF THE PROPERTY IT SERVES. 4. INSTALL SEWER OVERFLOW PREVENTION DEVICE ON ALL LATERALS. SEE DRAWING S-8A. OVERFLOW PREVENTION DEVICE - BUILDING DRAIN - POINT WHERE SANITARY PLUMBING FIRST PROJECTS FROM UNDER BUILDING FOUNDATION OVERFLOW PREVENTION DEVICE. SEE DETAIL S-8A DISTRICT INSPECTION JURISDICTION BANDED RUBBER COUPLING COUNTY OR CITY INSPECTION JURISDICTION 5. FOR SIDE SEWER REPLACEMENTS, AIR TEST REQUIRED AT 3 PSI FOR 3 MINUTES. 6. FOR SIDE SEWER REPAIRS, STAINLESS STEEL ADJUSTABLE REPAIR COUPLINGS ARE REQUIRED. 5 z 0 5 m Dublin San Ramon Services District DATE FEB 2021 TYPICAL SIDE SEWER INSTALLATION DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-8 TYPICAL SIDE SEWER INSTALLATION DUBLIN SAN RAMON SERVICES DISTRICT DWG S-8 NO SCALE NOTE 5 SELECT JOB EXCAVATED MATERIAL NOTES 2 & 6 #4 0 2" MAX._ #4 HOOPS 0 12 3" CLEAR CLASS A CONCRETE SEE SPEC. SEC. I-D10 SINGLE COVER 50#/100 SQ. FT. ROOFING PAPER FULL LENGTH JACKET, ALL PAPER LAPS 6" MIN. FULL WIDTH OF TRENCH AS EXCAVATED 0.D. OF PIPE BELL WARNING TAPE -CLASS 1 EMBEDMENT TRACER WIRE FOR ALL WATER MAINS O.D./4, 6 MIN. �Z U)0 .m Luc'LL aI U� N wU mf U.141 0 I O.D./2 w w m �? w w wo CL w PER SECTION I-D6 N /\\//\'/�/ NOTE 5 SELECT JOB EXCAVATED MATERIAL NOTES 2 & 6 WARNING TAPE TRACER WIRE FOR ALL WATER MAINS (TYP.) CLASS 1 EMBEDMEN� PER SECTION I-D6 CLASS A (NOTE 1) FULL WIDTH OF TRENCH /\ /\ 4" MIN. NOTES 3 & 4 NOTES 1. REQUIRED IN SPECIAL CASES SUCH AS WHERE LESS THAN MINIMUM COVER CAN BE ATTAINED. CLASS B -0.D._/4, 3" MIN. NOTES 3 & 4 5. FOR RESURFACING AND RESTORATION REQUIREMENTS, SEE SPEC. I-D9. 2. IMPORTED MATERIAL SHALL BE USED WHEN NATIVE MATERIAL IS 6. UNSUITABLE AS PER SPEC. SEC. I-D7. 3. SHALL BE 5 INCHES MIN. WHEN TRENCH BOTTOM IS UNSUITABLE AS PER SPEC. SEC I-D4-5. 4. ADDITIONAL EXCAVATION REQUIRED AT BELL ENDS TO MAINTAIN MIN. DEPTH OF AGGREGATE BELOW PIPE BELL. BACKFILL REQUIREMENTS ABOVE THE PIPE EMBEDMENT ZONE IN THESE STANDARD SPECIFICATIONS AND DRAWINGS APPLY ONLY WHEN THERE ARE NO GOVERNING CITY OR AGENCY REQUIREMENTS. 7. FOR TRENCH BOTTOMS WITH SOFT OR UNSTABLE MATERIAL, REFERENCE SPEC. SEC. I-D4-5. 8. PIPE EMBEDMENT MATERIAL SHALL BE FREE OF VEGETABLE MATTER, RECYCLED MATERIAL (INCLUDING RECYCLED AGGREGATE BASE), AND OTHER DELETERIOUS SUBSTANCES. Dublin San Ramon Services District DATE DEC 2019 STANDARD TRENCH SECTION FOR WATER AND SEWER MAINS AND SIDE SEWER INSTALLATIONS DESIGNED BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING G-1 STANDARD TRENCH SECTION FOR WATER AND SEWER MAINS AND SIDE SEWER INSTALLATIONS DUBLIN SAN RAMON SERVICES DISTRICT DWG G-1 NO SCALE r EXISTING CURB AND GUTTER EXISTING SIDEWALK #4x12" DOWELS 2-EACH SIDE 1/2" DIA. x 12" DOWELS ��'� CO 3' O.C. (MIN. 2) _I 1 1 1 1 Y_ " END INTERNAL SQUARE SQUARE "" / 1 DEEP SCORE LINE EXISTING CURB AND GUTTER WEAKENED PLANE JOINT ® 10' O.C. REPLACEMENT SIDEWALK NEW SIDEWALK CLASS II AGGREGATE BASE OWELS @ 3' O.C. (MIN. 2) PER STD CD-305 WHEN CURB & GUTTER ARE TO BE REPLACED, REPAIR A.C. PAVING AT THE DIRECTION OF THE ENGINEER (1' MIN.) SECTION A -A NOTE: 1. SEE CD-302 FOR DETAILS. SIDEWALK REPLACEMENT WITH DOWELS SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPROVED: PUBLIC WORKS DIRECTOR CD-303 SIDEWALK REPLACEMENT WITH DOWELS CITY OF DUBLIN CALIFORNIA DWG CD-303 PAVED SURFACE CONCRETE BOX WITH ADA-COMPLIANT LID PER NOTE 3 CAST IN PLACE CONCRETE 4" MIN - DRAIN ROCK OVERFLOW ..'-RELIEF VALVE • �4 FNPT THREADED ,PLUG ADAPTER �fTWO-WAY STANDARD CLEANOUT (TYPE 1-TYPICAL INSTALLATION) BALL TO ELIMINATE EMISSION OF ODORS AND ACCESS OF RODENTS 4" NPT OR PLAIN END REMOVE STANDARD CLEANOUT PLUG FINISHED GRADE 3" MIN. SEE NOTE 2 TWO-WAY STANDARD CLEANOUT 4" MIN. FINISHED GRADE SHALL SLOPE AWAY FROM THE BUILDING (TYPE 2-ALTERNATIVE OPTION) NOTE: 1. AN OVERFLOW RELIEF VALVE PER DSRSD APPROVED MATERIALS LIST IS REQUIRED ON ALL NEW SIDE SEWER CONNECTIONS, REPAIRS AND ALTERATIONS TO EXISTING SIDE SEWERS. 2. SPECIFIC LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND THE PROPERTY OWNER SUCH THAT THE TOP ELEVATION OF THE OVERFLOW DEVICE IS A MINIMUM OF SIX INCHES BELOW THE LOWEST FINISHED FLOOR ELEVATION OF THE CONNECTED BUILDING. 3. IN TRAFFIC AREAS USE 12"x12" TRAFFIC -RATED CONCRETE DRAIN BOX WITH G-5 CAST IRON, ADA-COMPLIANT GRATE. IN NON -TRAFFIC AREAS USE 8" ROUND CONCRETE BOX WITH CAST-IRON, ADA-COMPLIANT GRATED LID (F-8 BOX). BOX AND GRATE SHALL BE AS LISTED IN THE DSRSD APPROVED MATERIALS LIST OR APPROVED EQUAL. Dublin San Ramon Services District DATE FEB 2021 TYPICAL OVERFLOW RELIEF VALVE INSTALLATION DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-8A TYPICAL OVERFLOW RELIEF VALVE INSTALLATION 4 DUBLIN SAN RAMON SERVICES DISTRICT DWG S-8A NO SCALE SSURFACE \ \ NVROOFING EXISTING STORM DRAIN, RECYCLED WATER MAIN, A OR SANITARY SEWER OR BOND CONCRETE PAPER BREAKER CRADLE 1 D J__ '/I/� D/2 6" MINIMUM -\1 d a . 4" " � 1" STYROFOAM 1.5D 1.5D 8" MIN 1111 PIPE EMBEDMENT SEE SPEC. SEC. I-D6 `` CLASS 1 EMBEDMENT .. /%// PER SECTION I-D6 •.. .: PA 3" MIN NEW POTABLE WATER, RECYCLED WATER, OR SANITARY SEWER MAIN T\ / / / / / / / // CENTER A FULL PIPE LENGTH ON CROSSING PIPE CENTERLINE SECTION ABOVE SECTIONS APPLY TO N.T.S.ID 1. SANITARY SEWER CROSSING UNDER EXISTING STORM DRAIN OR SANITARY SEWER 2. RECYCLED WATER CROSSING UNDER EXISTING STORM DRAIN OR RECYCLED WATER 3. POTABLE WATER CROSSING UNDER EXISTING STORM DRAIN N.T.S. NEW POTABLE WATER, RECYCLED . CLASS 1 EMBEDMENT WATER, OR SANITARY SEWER MAIN . _ PER SECTION I-D6 3" SEE NOTE 2 ROOFING PAPER D/4, 6" MIN EXISTING STORM DRAIN, RECYCLED WATER MAIN, SEE DWG. G-1, CLASS A TRENCH SECTION FOR DETAILS OF THIS OR SANITARY SEWER •//� ARCH ENCASEMENT 8" MIN. (TYP) ABOVE SECTIONS APPLY TO' 1. SANITARY SEWER CROSSING OVER EXISTING 2. RECYCLED WATER CROSSING OVER EXISTING 3. POTABLE WATER CROSSING OVER EXISTING N.T.S. STORM STORM STORM DRAIN OR SANITARY SEWER DRAIN OR RECYCLED WATER DRAIN NOTES: 1. CROSSING OF POTABLE WATER MAINS, RECYCLED WATER MAINS, AND SANITARY SEWERS: SEPARATION, CONSTRUCTION, AND PIPE CRITERIA SHALL BE AS REQUIRED BY SECTION I-05 AND THE STATE WATER RESOURCES CONTROL BOARD (APPENDIX C). 2. IF CLASS 2 AGGREGATE BASE MATERIAL CANNOT BE ATTAINED, THEN RAISE PIPE CRADLE TO CONTACT LOWER HALF OF NEW PIPE. PROVIDE ROOFING PAPER OR BOND BREAKER BETWEEN NEW PIPE AND CONCRETE AS SHOWN IN SECTION 1 ABOVE. 3. APPROVAL OF THE DISTRICT ENGINEER REQUIRED TO USE ABOVE DETAILS. Dublin San Ramon Services District DATE MAY 2022 CLOSE CROSSING DETAIL DESIGNED RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING G-3 CLOSE CROSSING DETAIL DUBLIN SAN RAMON SERVICES DISTRICT DWG G-3 NO SCALE MIN. 12" THICK AC CAP (8" ON LOCAL RESIDENTIAL) OR 1" MORE THAN EXISTING AC, WHICHEVER IS GREATER AC REPLACEMENT SEE NOTE 6) EXISTING GUTTER FINAL SAWCUT LINE TRENCH BACKFILL (SEE DETAIL B) 12" MIN. TYP. (SEE NOTE 4) PERMANENT SURFACING (SEE DETAIL A) TRENCH BACKFILL (SEE NOTE 3) FINAL 2" AC PLUG (SEE NOTE 13) AC REPLACEMENT (SEE NOTE 7) PARALLEL TRENCH INITIAL SAWCUT (TYP.) TRANSVERSE OR LONGITUDINAL TRENCH DETAIL "A" z1- 0 0 z w °O N WIDTH BACKFILL REQUIREMENTS DETAIL "B" D TRENCH 1 12" MIN. 95% COMPACTION (MAX. 6" LIFTS) D/3 OR 12" MIN. OF DU TRENCH BACKFILLING AND RESURFACING SCALE. NOT TO SCALE APPROVED: DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH PUB C WORKS DIRECT R CD-801 TRENCH BACKFILLING AND RESURFACING CITY OF DUBLIN CALIFORNIA DWG CD-801 LATERAL SEWER CONNECTION 1/8 BEND LATERAL SEWER CONNECTION MANUFACTURED WYE FITTING (SEE NOTE I) DRY CONNECTION DRILL HOLE IN SEWER TO RECEIVE WYE SADDLE CLAMP SADDLE INSTALLED WITH A 1/8" NEOPRENE GASKET AND TYPE 316 STAINLESS STEEL CLAMPS EXIST. SEWER MAIN EXIST. SEWER MAIN (TYP) SHEAR BAND RUBBER COUPLING WITH TYPE 316 STAINLESS STEEL CLAMP (TYPE) 30' (PREFERRED) CLAMP SADDLE SECTION NTS WET TAP CONNECTION (SEE NOTE 2) NOTES: 1. MANUFACTURED WYE SADDLE INSTALLED ON SEWER SECTION WITH PLAIN ENDS. 2. APPROVAL OF DISTRICT ENGINEER REQUIRED FOR WET CONNECTION. 3. PRE -CONSTRUCTION AND POST -CONSTRUCTION TELEVISION INSPECTION REQUIRED IN THE PRESENCE OF DSRSD CONSTRUCTION INSPECTOR. Dublin San Ramon Services District DATE DEC 2019 LATERAL SEWER CONNECTION TO EXISTING SEWER MAIN DESIGNED BD SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING S-9 LATERAL SEWER CONNECTION TO EXISTING SEWER MAIN DUBLIN SAN RAMON SERVICES DISTRICT DWG S-9 NO SCALE 1. THIS IS A GRAPHICAL REPRESENTATION OF APPENDIX C OF SEPARATION OF WATER MAINS AND NON -POTABLE PIPELINES, EXCEPT FOR NOTE 6. 2. WHERE A WATER MAIN SHALL BE INSTALLED IN THE SAME SIDE OF THE STREET AS ON -STREET PARKING, THE WATER MAIN SHALL BE 7.-0" FROM THE FACE OF CURB. ON STREETS WITHOUT ON -STREET PARKING, THE WATER MAIN SHALL BE AT LEAST 5.-0" FROM THE FACE OF CURB. AS MEASURED FROM THE FACE OF CURB TO THE CENTERLINE OF THE MAIN. 3. WATER MAINS SHALL MAINTAIN A MINIMUM 5.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM VALLEY GUTTERS. 4. WATER MAINS SHALL MAINTAIN A MINIMUM 4.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM THE EDGE OF THE ASPHALT PAVEMENT IN PRIVATE STREETS WHERE A CURB AND GUTTER ARE NOT PRESENT. 5. WATER MAINS SHALL MAINTAIN A MINIMUM 10.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM SANITARY SEWER MAINS OR PIPELINES CONVEYING HAZARDOUS FLUIDS SUCH AS FUELS, INDUSTRIAL WASTES, AND WASTEWATER SLUDGE. UNDER NO CIRCUMSTANCES WILL THE DISTRICT ALLOW A HORIZONTAL CLEARANCE LESS THAN 5.-0". 6. WATER MAINS SHALL MAINTAIN A MINIMUM 5.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM STORM DRAINS, OTHER WATER MAINS, TERTIARY RECYCLED WATER PIPELINES OR OTHER UTILITIES. 7. WATER MAINS SHALL MAINTAIN A MINIMUM 8.-0" HORIZONTAL CLEARANCE (EDGE TO EDGE) FROM ANY HORIZONTAL PROJECTION OF A BUILDING. INCLUDING ANY BUILDING FOUNDATION WALL OR PROJECTION OF A BUILDING THAT IS WITHIN 23.-0" IN HEIGHT ABOVE THE FINISHED GRADE ABOVE THE MAIN. THE DISTRICT MAY REQUIRE CLEARANCES GREATER THAN 8.-0" DEPENDING ON FACTORS SUCH AS WATER MAIN SIZE, PRESSURE, OR HORIZONTAL DEFLECTIONS IN THE MAIN. 6" FACE OF CONCRETE CURB SEE NOTE 2 WATER MAIN TOP OF PAVEMENT SEE NOTE 5 SANITARY SEWER OR HAZARDOUS FLUID MAIN. SEE NOTE 5 CONCRETE VALLEY GUTTER SEE NOTE 3 WATER MAIN SEE NOTE 5 NO HORIZONTAL / PROJECTIONS WITHIN/ THIS AREA SEE NOTE 7 THIS SHEET SEE NOTE 7 1.-0" MIN CLEARANCE. ,SEE NOTE 6 STORM DRAIN, ANOTHER WATER MAIN, OR OTHER UTILITY. SEE NOTE 6 Dublin San Ramon Services District DATE JAN 2021 CLEARANCE REQUIREMENTS FOR WATER MAINS FROM OTHER UTILITIES AND STRUCTURES DRAWN BY RM SIGNED COPY ON FILE AT DISTRICT OFFICE DRAWING G-6 CLEARANCE REQUIREMENTS FOR WATER MAINS FROM OTHER UTILITIES AND STRUCTURES DUBLIN SAN RAMON SERVICES DISTRICT DWG G-6 NO SCALE NOTES: 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATION AND/OR PROVISIONS. 2. MINIMUM COVER TO FINISH GRADE SHALL BE 36" FOR LOCAL STREETS AND 42" FOR THOROUGHFARE STREETS. 3. TRENCHES SHALL BE BACKFILLED WITH CLASS 2 AGGREGATE BASE AND COMPACTED TO 95 % RELATIVE COMPACTION (90% BELOW 5' DEPTH) AS TESTED BY CITY APPROVED LAB. NATIVE MATERIAL BACKFILLED TO 90% COMPACTION MAY BE USED IN LANDSCAPED AREA. 4. 12" MINIMUM (AT LEAST 6" BEYOND ANY PAVEMENT DAMAGED BY TRENCH EXCAVATION). 5. BEDDING - 6" MINIMUM CLASS AGGREGATE BASE AS APPROVED BY CITY ENGINEER. PIPE ZONE - BACKFILLED WITH CLASS II AGGREGATE BASE TO 95% COMPACTION. 6. WHEN DISTANCE BETWEEN EDGE OF AC CAP AND LIP OF GUTTER IS 24" OR LESS, ASPHALT PAVING SHALL BE REPLACED TO LIP OF GUTTER. 7. REMOVE AND REPLACE EXISTING AC WTH NEW AC IF PARALLEL TRENCH CUT IS WTHIN 2'. 8. IF STREET HAS BEEN OVERLAID WTH FABRIC, SPECIAL MEASURES, AS DIRECTED BY THE CITY ENGINEER, SHALL BE TAKEN TO INSURE INTEGRITY OF FABRIC. 9. UNSUITABLE MATERIALS SHALL BE REMOVED WHEN DIRECTED BY THE ENGINEER AND REPLACED WITH 3/4" CRUSHED ROCK OR GRAVEL. 10. PLACEMENT OF BACKFILL SHALL BE IN 6-INCH LIFTS EVENLY PLACED AND MECHANICALLY COMPACTED TO RELATIVE DENSITY AS SPECIFIED. 11. INITIAL CUT IN THE STREET PAVEMENT SHALL BE EQUAL TO THE WIDTH OF THE TRENCH WITH THE OPTION OF BEING JACKHAMMERED OR SAWCUT. 12. FINAL CUT IN THE STREET PAVEMENT SHALL BE ONE FOOT WIDER THAN THE TRENCH WIDTH AS SHOWN IN THE STANDARD DETAILS AND SHALL BE MADE BY SAWCUTTING ONLY. 13. WEDGE GRIND (2" DEEP) A MINIMUM OF 1 FOOT ON EACH SIDE OF TRENCH OPENING. TRENCH BACKFILLING AND RESURFACING SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH APPROVED: PUBL WORKS DIRECT SHEET 2 OF 2 CD-801 TRENCH BACKFILLING AND RESURFACING CITY OF DUBLIN CALIFORNIA DWG CD-801 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor OVERA Construction • SIEGFRIED Drawing Title DETAILS V Drawing No. C7.4 NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 P O N M L K J H G F E C B A CONCRETE BLOCK, 4'-6" SQUARE SIDED PARALLEL TO OR AT RIGHT ANGLES TO EDGE OF PAVEMENT. FORM VERTICAL EDGES AT TOP. CLASS "3" CONCRETE. AC ROADWAY I�=.14-4 .. GROUT PRECAST INLET SHALL BE SANTA7 III —II ROSA CAST PRODUCTS DRAWING'' 17 NO. M46E OR EQUIVALENT. NOTE: ORIENT ECCENTRIC CONE FOR STEPS SO THEY ARE NOT OVER A PIPE OPENING. OUTLET PIPE 24" (MAX.) DIAMETER SEE STEP DETAIL AND NOTE 8 48" DIAMETER TWO #4 BARS EACH WAY #4 BARS ® 12")) 6" DIAMETER BASE J f PRECAST MANHOLE WITH TYPE 1 BASE PRECAST MANHOLE, TYPE I BASE, FRAME & COVER 99 SCALE: NOT TO SCALE \\�\ � \ DATE: SEPTEMBER 13, 2006 \ DRAWN BY: LDH 9CIFOR� V:\CAD\NEW STANDARDS APPROVED: PUBLI Cy WORKS DIRECTO SHEET 1 OF 3 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE SET SCREWS FOR EXTENSION RING. 3 REQUIRED EQUALLY SPACED GROUT HOLES (OPTIONAL) 4 — EQUALLY SPACED 1/32" MACHINED SURFACES 26 1/4" 25 5/16" 31 1/2" BLIND PICK HOLE MANHOLE FRAME ASTM GRID PATTERN SECTION A —A TYPICAL FRAME AND COVER DETAIL PRECAST MANHOLE, TYPE I BASE, SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPROVED: PUBLIC WORKS DIRECTO EDGE PRY HOLE FRAME & COVER SHEET 2 OF 3 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE RECESS TO RECEIVE SET SCREW EXTENSION RING VARIES 1 1/2" TO 4" RECESS TO RECEIVE SET SCREW AT 1/3 POINTS TYPICAL CAST IRON EXTENSION RING SEE NOTE 7 NOTES 1. ALL REINFORCED CONCRETE SHALL BE CLASS "2" (590 LBS. PC PER CUBIC YARD). 2. ALL CONCRETE JOINTS SHALL BE CLEANED, WETTED, AND MORTARED PRIOR TO SETTING NEXT SECTION. JOINTS SHALL THEN BE PATCHED, TROWELED, AND BRUSHED SMOOTH. 3. TYPE I MANHOLE BASES ARE FOR USE WITH PIPES TO 24" IN DIAMETER AND WHERE THERE IS SUFFICIENT COVER TO USE MINIMUM LENGTH MANHOLE BARREL, ECCENTRIC CONE AND COVER FRAME. TYPE 11 MANHOLE BASES (STD. PLAN CD-408) ARE FOR USE WITH PIPES TO 42" IN DIAMETER. TYPE III MANHOLE BASES (STD PLAN CD-409) ARE FOR USE WITH PIPES TO 60" DIAMETER. MANHOLE BASES FOR PIPES LARGER THAN 60" IN DIAMETER SHALL REQUIRE A SPECIAL DESIGN. TOP OF MANHOLE BOTTOM OF MANHOLE STEP DETAIL SEE NOTE 8 4. FRAME AND EXTENSION RINGS MUST BE SECURED BY PAVEMENT OR CONCRETE BLOCK. 5. MANHOLE COVER FRAME SHALL BE ADJUSTED TO CONFORM TO GRADE AND CROSS SLOPE OF PAVEMENT. 6. MANHOLE FRAME AND COVER SHALL BE PHOENIX IRON (OAKLAND) MODEL P-1090 OR SOUTH BAY FOUNDRY (LODI) MODEL A-640 OR APPROVED EQUIVALENT. 7. USE OF EXTENSION RINGS IS LIMITED BY 18" MAXIMUM MANHOLE THROAT LENGTH. EXTENSION RINGS ARE ALLOWED FOR CONFORMS TO PAVEMENT OVERLAYS ONLY. 8. STEPS SHALL BE STEEL REINFORCED POLYPROPYLENE PLASTIC, SANTA ROSA CAST PRODUCTS CO. DWG. NO. PS2—PF OR EQUIVILANT. STEPS TO BE CAST IN PLACE OR PRESS FITTED INTO PROVIDED HOLES AS PER MANUFACTURER. INSTALL STEPS WITH LOWEST RUNG 1'-0" ABOVE THE FLOOR AND HIGHEST RUNG NOT MORE THAN 6" BELOW TOP OF MANHOLE. THE SPACING BETWEEN STEPS SHALL NOT EXCEED 1'-0" AND SHALL BE UNIFORM THROUGHOUT THE LENGTH OF THE WALL. PLACE STEPS IN THE WALL WITHOUT A PIPE OPENING. NO STEPS REQUIRED WHERE DISTANCE FROM FLOOR OF MANHOLE TO TOP OF MANHOLE IS LESS THAN 2'-6". PRECAST MANHOLE, TYPE I BASE, FRAME & COVER SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: LDH V:\CAD\NEW STANDARDS APPRO DIRECT PUBLI WORKS ,/ SHEET 3 OF 3 CD-407 PRECAST MANHOLE, TYPE I BASE, FRAME & COVER CITY OF DUBLIN CALIFORNIA CD-407 NO SCALE 'D' (SEE TABLE FOR DRIVEWAYS) -� C , 4' —0„ V. C B ► _ R/W • CURB LINE 0. ,�2'-0� 4'-0" -.I / BACK BACK OF , WALK 'A' CONFORM —\ 1 ' SLOPE 7-1/4" (P.C.C. SIDEWALK) PER FOOT S-Opf II, \-5 'Y�i. ��i fF--.A.7-matt-gook&-• -,....2.......„. , R/E. 0.50' CLASS 'B' P.C. CONCRETE 0 33' CUSHION MATERIAL P.C.C. CURB & GUTTER 'C' (FT.) 'B' (FT.) 'A' (FT.) 7 4.5 0.5 8 5.0 1.0 9 5.0 2.0 10 5.0 3.0 COUNTY OF ALAMEDA * PUBLIC WORKS AGENCY DRIVEWAY DETAILS L EC. , A PROVED APPROVED �} REVISIONS COUNTY ENGINEER DRAWN EA CHECKED DATE JAN. 1993 SCALE NONE FILE NO. SD-313 1 of 3 DRIVEWAY DETAILS 4 COUNTY OF ALAMEDA PUBLIC WORKS AGENCY DWG SD-313 NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title DETAILS VI Drawing No. Construction 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GLEASON DRIVE Know what's below. Call before you dig. o • 160 s411 joi INICenTratgarth • w I. n°< / ' 1.21,111t1 iij IT1,17 TRAINING AREA LEGEND 7//// LANDSCAPED AREA INFILTRATION TRENCH (MODIFIED) BIORETENTION AREA OR PLANTER 3" THICK COMPACTED GRAVEL ROOF RESILIENT SAFETY SURFACING TILES PEDESTRIAN CONCRETE HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT LIGHT DUTY VEHICULAR CONCRETE DRAINAGE MANAGEMENT AREA (DMA) DRAINAGE MANAGEMENT AREA (DMA) BOUNDARY FLOW DIRECTION 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor OVERAA\ Construction Drawing Title STORMWATER MANAGEMENT PLAN Drawing No. P N L J H F E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 1 PURPOSE: PROVISION C.3 OF THE MUNICIPAL REGIONAL STORMWATER NPDES PERMIT (MRP) REQUIRES TREATMENT OF IMPERVIOUS SURFACES USING GREEN INFRASTRUCTURE FOR BOTH PUBLIC AND PRIVATE DEVELOPMENT PROJECTS. BIORETENTION AREAS ARE EXPECTED TO BE THE MOST COMMON GREEN INFRASTRUCTURE APPLICATION IN PUBLIC RIGHT-OF-WAY (ROW). THE PURPOSE OF THE BIORETENTION AREA IS TO IMPROVE WATER QUALITY BY FILTRATION THROUGH THE BIOTREATMENT SOIL AND TO CONTROL RUNOFF PEAK FLOW RATES AND VOLUMES THROUGH STORAGE AND INFILTRATION. NOTES & GUIDELINES: 1. THE ENGINEER SHALL ADAPT PLAN AND SECTION DRAWINGS TO ADDRESS SITE -SPECIFIC CONDITIONS. 2. BIORETENTION AREA SHALL BE SIZED TO MEET THE REQUIREMENTS OF MRP PROVISION C.3 SIZING. 3. 48 HOUR MAXIMUM FACILITY DRAWDOWN TIME (TIME FOR MAXIMUM SURFACE PONDING TO DRAIN THROUGH THE BIOTREATMENT SOIL AFTER THE END OF A STORM). REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR DRAINAGE CONSIDERATIONS. 4. A STORAGE LAYER OF CALTRANS STANDARD CLASS II PERMEABLE MATERIAL IS REQUIRED UNDER THE BIOTREATMENT SOIL. REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR SPECIFICATIONS. 5. THE BIORETENTION AREA SLOPE IS TYPICALLY DESIGNED TO MATCH THE LONGITUDINAL SLOPE OF THE ADJACENT ROADWAY/SIDEWALK. THE BOTTOM OF THE BIORETENTION AREA, HOWEVER, SHOULD BE FLAT. CHECK DAMS SHALL BE USED TO TERRACE FACILITIES TO PROVIDE SUFFICIENT PONDING FOR SLOPED INSTALLATIONS. ENGINEER SHALL SPECIFY CHECK DAM HEIGHT AND SPACING. REFER TO DETAIL GI-7 FOR GUIDANCE ON CHECK DAM DESIGN. 6. DEPENDING ON THE DEPTH OF THE BIORETENTION AREA, ADDITIONAL STRUCTURAL CONSIDERATIONS MAY BE REQUIRED TO ADDRESS HORIZONTAL LOADING. REFER TO DETAIL GI-5 FOR GUIDANCE ON EDGE TREATMENTS. 7. WHEN FACILITY CONSTRUCTION IMPACTS EXISTING SIDEWALK, ALL SAW CUTS SHALL ADHERE TO CITY OF DUBLIN STANDARDS. SAW CUTS SHALL BE ALONG SCORE LINES OR ALONG CONSTRUCTION JOINTS, AS DETERMINED BY THE CITY ENGINEER, AND ANY DISTURBED SIDEWALK FLAGS SHALL BE REPLACED IN THEIR ENTIRETY. 8. BIORETENTION AREAS IN PUBLIC RIGHT OF WAY SHALL BE DESIGNED WITH AN EMERGENCY OVERFLOW. IN THE EVENT THE BIORETENTION AREA OVERFLOW DRAIN IS OBSTRUCTED OR CLOGGED, THE INUNDATION AREA SHALL BE CONTAINED WITHIN THE STREET AND SHALL NOT BE WITHIN ADJACENT PRIVATE PROPERTIES. 9. BIORETENTION AREA VEGETATION SHALL BE SPECIFIED BY LANDSCAPE DESIGN PROFESSIONAL. SEE C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR PLANT LIST AND VEGETATION GUIDANCE. 10. THE ENGINEER SHALL EVALUATE THE NEED FOR EROSION PROTECTION AT ALL INLET LOCATIONS. ALL COBBLES USED FOR ENERGY DISSIPATION SHALL BE GROUTED. 11. THE PROJECT PLANS SHALL SHOW ALL EXISTING UTILITIES AND INDICATE POTENTIAL UTILITY CROSSINGS OR CONFLICTS. 12. NO UTILITIES, NEW OR EXISTING, SHALL BE LOCATED WITHIN OR BELOW THE BIORETENTION AREA. 13. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES SHALL CONFORM TO CURRENT CITY OF DUBLIN STANDARDS AND OTHER UTILITY PROVIDER REQUIREMENTS. 14. VERTICAL SIDEWALLS EXTENDING INTO EXISTING STORM DRAIN PIPE TRENCH BACKFILL SHALL BE DESIGNED WITH A CONCRETE BACKFILL ACCEPTABLE TO THE CITY ENGINEER. 15. OVERFLOW RISER MUST BE FORMED SUCH THAT IT IS A MINIMUM OF 6" ABOVE THE BOTTOM OF THE SYSTEM INLET, OR AS DESIGNED. PLACE STRUCTURE ADJACENT TO PEDESTRIAN EDGE TO ALLOW FOR MONITORING ACCESS. 16. DETAILS WERE ADAPTED FROM SFPUC GREEN INFRASTRUCTURE TYPICAL DETAILS AND SPECIFICATIONS. 17. DETAILS WERE DEVELOPED BY GEOSYNTEC CONSULTANTS. L � 19 - - cab 82 4'1) I FOR,, ENGINEER CHECKLIST (SHALL SPECIFY, AS APPLICABLE): El BIORETENTION AREA WIDTH AND LENGTH • DEPTH OF PONDING El AMOUNT OF FREEBOARD PROVIDED ▪ DEPTH OF BIOTREATMENT SOIL (18" MIN) ▪ UNDERDRAIN SPECIFICATIONS AND LOCATION (IF FACILITY IS LINED PLACE UNDERDRAIN AT BOTTOM OF FACILITY) ▪ BIORETENTION SURFACE ELEVATION (TOP OF BIOTREATMENT SOIL) AT UPSLOPE AND DOWNSLOPE IENDS OF FACILITY ❑ CONTROL POINTS AT EVERY BIORETENTION WALL CORNER AND POINT OF TANGENCY ❑ DIMENSIONS AND DISTANCE TO EVERY INLET, OUTLET, CHECK DAM, SIDEWALK NOTCH, ETC. ❑ ELEVATIONS OF EVERY INLET, OVERFLOW RISER, STRUCTURE RIM AND INVERT, CHECK DAM, BIORETENTION AREA WALL CORNER, AND SIDEWALK NOTCH Q TYPE AND DESIGN OF BIORETENTION AREA COMPONENTS (E.G., EDGE TREATMENTS, INLETS/GUTTER MODIFICATIONS, UTILITY CROSSINGS, LINER, AND PLANTING DETAILS) El DEPTH AND TYPE OF NON -FLOATING MULCH (3" MIN) RELATED TECHNICAL GUIDANCE SOURCE BIORETENTION: - BIOTREATMENT SOIL MIX - CALTRANS CLASS II PERM LAYER STORAGE - PERFORATED UNDERDRAIN - NON -FLOATING MULCH C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) BIORETENTION AREA: NOTES GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-1 I NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. ALL MATERIAL AND WORKMANSHIP FOR OVERFLOW STRUCTURES SHALL CONFORM TO CITY OF DUBLIN STANDARDS. 3. DESIGN OVERFLOW WEIR AND OUTLET PIPE TO CONVEY 10-YR, 24-HR STORM FLOW OR DESIGN INLET TO DIVERT FLOWS LARGER THAN THE DESIGN STORM DIRECTLY TO THE STORM DRAIN. LOCATE ALL OVERFLOW PIPES AT AN ELEVATION HIGHER THAN THE STORM SEWER HYDRAULIC GRADE LINE TO PREVENT BACKFLOW INTO THE BIORETENTION FACILITY. 4. STORM DRAIN OUTLET PIPES SHALL BE SIZED TO MEET HYDRAULIC REQUIREMENTS WITH APPROPRIATE COVER DEPTH AND PIPE MATERIAL. 5. PERFORATED UNDERDRAINS WITH CLEANOUT PIPES ARE REQUIRED. 6. MAINTENANCE ACCESS IS REQUIRED FOR ALL OUTLET STRUCTURES AND CLEANOUT FACILITIES. 12" (MIN) CLEARANCE WITHIN OVERFLOW STRUCTURE SHALL BE PROVIDED FOR MAINTENANCE ACCESS. 7. ENGINEER SHALL EVALUATE BUOYANCY OF STRUCTURES FOR SITE SPECIFIC APPLICATION AND SPECIFY THICKENED OR EXTENDED BASE / ANTI -FLOTATION COLLAR, AS NECESSARY. 8. SIZE OF GRATE SHALL MATCH SIZE OF RISER SPECIFIED IN PLANS, SHALL BE REMOVABLE TO PROVIDE MAINTENANCE ACCESS, AND SHALL BE BOLTED IN PLACE OR OUTFITTED WITH APPROVED TAMPER -RESISTANT LOCKING MECHANISM. MAXIMUM GRATE OPENING SHALL BE 2". 9. IF INTERIOR DEPTH OF OVERFLOW STRUCTURE EXCEEDS 5', A PERMANENT BOLTED LADDER AND MINIMUM CLEAR SPACE OF 30" BY 30" SHALL BE PROVIDED FOR MAINTENANCE ACCESS. 10. MINIMUM DIAMETER OF OPTIONAL GROUTED COBBLES SHALL BE LARGER THAN MAXIMUM GRATE OPENING. 11. GROUT ALL PENETRATIONS, CRACKS, SEAMS, AND JOINTS WITH CLASS "C" MORTAR. CAST IRON GRATE, SEE NOTE 8 ENGINEER TO SPECIFY ENGINEER TO SPECIFY ELEVATION FOR 6 - 12" PONDING DEPTH DESIGN PONDING ELEVATION WALL PENETRATION LATERAL OUTLET CONNECTION TO STORM DRAIN BELL AND SPIGOT JOINT (TYP) OR OTHER APPROVED ALTERNATIVE GRAVEL BASE ASTM NO. 57 OPTIONAL GROUTED COBBLES, SEE NOTE 10 OVERFLOW STRUCTURE 4" (MIN) PERFORATED UNDERDRAIN, SEE GI-3A, NOTES 7 & 8 BIORETENTION COMPONENTS: OUTLET DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS Atio SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-4 BIORETENTION AREA WALL REINFORCING (TYP), SEE DETAIL GI-5 (2) #4 W/ 90° HOOK @ ENDS 10' (MAX) \/ CONCRETE CHECK DAM, SEE NOTES 3 TO 8 \i //Y:R/%\/j\//i /,/ \,\'\\\r\\ \\; ��. TOP OF CHECK DAM, SEE NOTE 3 KEY OR EXPANSION JOINT (TYP) SECTION - CONCRETE CHECK DAM NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. UNDERDRAIN TO PASS THROUGH CHECK DAM IN NON -PERFORATED HDPE SDR 17 PIPE. PIPE FITTINGS SHALL BE USED TO ACCOMMODATE CHANGES IN GRADE, AS NEEDED. 3. HEIGHT AND SPACING OF CHECK DAMS SHALL BE ESTABLISHED BASED ON THE PONDING DEPTH REQUIRED TO MEET PROJECT HYDROLOGIC PERFORMANCE GOALS AND THE MAXIMUM DESIRED DROP FROM THE SURROUNDING GRADE TO THE FACILITY BOTTOM. 4. ALL MATERIAL AND WORKMANSHIP FOR CHECK DAM ASSEMBLY SHALL CONFORM TO CITY OF DUBLIN STANDARD SPECIFICATIONS. 5. CONCRETE CHECK DAM SHALL BE CONTINUOUS (NO JOINTS) AND REINFORCED WITH #4 BAR, PLACED AT 18" ON CENTER, EACH WAY. 6. CONCRETE CHECK DAM SHALL MEET STRUCTURAL REQUIREMENTS FOR LATERAL BRACING WHEN USED AS LATERAL BRACING. COORDINATE WITH ENGINEER. 7. TOP OF CHECK DAM TO BE LEVEL WITH CREST ELEVATION MATCHING PONDING ELEVATION UNLESS NOTCH SIZED TO CONVEY DESIGN FLOWS PROVIDED. 8. GROUT ALL PENETRATIONS, CRACKS, SEAMS, AND JOINTS WITH CLASS "C" MORTAR. WATER STOP, BOTH SIDES (TYP) UNDERDRAIN, SEE NOTE 2 PONDING ELEVATION, ENGINEER TO SPECIFY DRAINAGE NOTCH (TYP), SEE DETAIL GI-3B TOP OF RAISED BIORETENTION AREA WALL HEIGHT AS SHOWN ON PROJECT PLANS OPTIONAL GROUTED COBBLES, AS NEEDED FOR ENERGY DISSIPATION WALL PENETRATION UNDERDRAIN PIPE FITTINGS SEE NOTE 2 Me beg IIIIIIIIIIIII 3" (MIN) KEY I 7!v,/ / 11-111-I 11_ 12" (MIN) 111E111E111E1- t!- _ -1 1=1 � 1-1111=1 � _111- 1 1 1-1 1 1-111- I-I J11 J�1 J1� IIIIIIIIIIIIIIIIIIIIIIIIIIII •\\\<*/ <4,1\ :// 3" (MIN) KEY PROFILE - CONCRETE CHECK DAM TOP OF SIDEWALK 2" FREEBOARD CONCRETE CHECK DAM, SEE NOTES 3 TO 8 1 11-1 11 1111- -111-1 IIIII0IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII UNDERDRAIN, SEE NOTE 2 AND 6" (MIN) GI-3A, NOTE 7 BIORETENTION COMPONENTS: CHECK DAM DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-7 NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. AVOID UNNECESSARY COMPACTION OF EXISTING SUBGRADE BELOW AREA. 3. SCARIFY SUBGRADE TO A DEPTH OF 3" (MIN) IMMEDIATELY PRIOR TO PLACEMENT OF CALTRANS CLASS 2 PERMEABLE MATERIAL STORAGE LAYER AND BIOTREATMENT SOIL MATERIALS. 4. AGGREGATE STORAGE LAYER COMPRISED OF 12" MIN CALTRANS CLASS 2 PERMEABLE MATERIAL. 5. REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR BIOTREATMENT SOIL MIX SPECIFICATIONS. INSTALL BIOTREATMENT SOIL AT 85% COMPACTION FOLLOWING BASMAA INSTALLATION GUIDANCE. 6. ANGLE OF REPOSE VARIES PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 7. UNDERDRAIN AND CLEAN OUT PIPE (1 MIN PER FACILITY) REQUIRED, REFER TO C.3 TECHNICAL GUIDANCE MANUAL (ACCWP) FOR DESIGN CONSIDERATIONS. UNDERDRAINS SHOULD BE ELEVATED 6" (MIN) WITHIN THE CALTRANS CLASS 2 PERMEABLE MATERIAL STORAGE LAYER TO PROMOTE INFILTRATION. IN FACILITIES WITH AN IMPERMEABLE LINER, THE UNDERDRAIN SHOULD BE PLACED AT THE BOTTOM OF THE CALTRANS CLASS 2 PERMEABLE MATERIAL STORAGE LAYER. 8. THE UNDERDRAIN IN ALL FACILITIES LOCATED IN THE PUBLIC RIGHT-OF-WAY SHALL BE VIDEO RECORDED AND PROVIDED TO THE CITY FOR REVIEW PRIOR TO PROJECT ACCEPTANCE. INLET NOT SHOWN, SEE DETAIL GI-6A & GI-6B ROADWAY PERMEABLE PAVERS, SEE DETAIL GI-5 6" - 12" PONDING DEPTH, DESIGNER TO SPECIFY 2' (MIN) .46,* \1\e \\\ \\ \\i* 1 1 \\\III BACKFILL WITH NATIVE SOIL OVERFLOW RISER WITH GRATE, SEE DETAIL GI-4 4" (MIN) PERFORATED UNDERDRAIN, SEE NOTES 7 & 8 2' (MIN) BOTTOM WIDTH 0 09,0° 1 2" (MIN) FREEBOARD =8" (M-ClIN)_0J= j_J 1 I1 1 1�� taw: 0% i-I \\X 1� 1 QM ( ')6°�(NINO)onn0U(4UMOQIqOJ( SCARIFIED AND UNCOMPACTED SUBGRADE, SEE NOTES 2 & 3 1' (MIN) 3" (TYP) MULCH EDGE CONDITION TO BE DESIGNED BY ENGINEER ANGLE OF REPOSE, SEE NOTE 6 BIOTREATMENT SOIL, SEE NOTE 5 CALTRANS CLASS II PERM STORAGE, SEE NOTE 4 BIORETENTION AREA: SLOPED SIDES CROSS SECTION GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K CHECKED BY: A. R. APPROVED: PUBLIC WORKS DIRECTOR GI-3A NOTES: REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. THE ENGINEER SHALL ADAPT EDGE TREATMENT DESIGN TO ADDRESS SITE SPECIFIC CONSTRAINTS TO EFFECTIVELY STABILIZE ADJACENT PAVEMENT AND MINIMIZE LATERAL MOVEMENT OF WATER. 3. STANDARD CURB EDGE (WHEN SPACE AVAILABLE): A. PERMEABLE PAVER STRIP (2' MIN WIDTH) REQUIRED IF SPRAY IRRIGATION IS USED TO COMPLY WITH WATER EFFICIENT LANDSCAPE ORDINANCE.. B. REFER TO CITY OF DUBLIN MEDIAN DETAIL (TBD) FOR PERMEABLE STRIP AND UNDERLYING AGGREGATE SPECIFICATIONS. C. ANGLE OF REPOSE VARIES PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 4. VERTICAL SIDE WALLS (WHEN SPACE LIMITED): A. ALL BIORETENTION AREA WALLS SHALL EXTEND TO BOTTOM OF AGGREGATE STORAGE LAYER OR DEEPER. MINIMUM DEPTHS SHALL BE DESIGNED TO PREVENT LATERAL SEEPAGE INTO THE ADJACENT PAVEMENT SECTION. B. FOOTING OR LATERAL BRACING SHALL SHALL BE DESIGNED BY THE ENGINEER TO WITHSTAND ANTICIPATED LOADING ASSUMING NO REACTIVE FORCES FROM THE UNCOMPACTED BIOTREATMENT SOIL. C. BIORETENTION AREA WALLS EXTENDING MORE THAN 36" BELOW ADJACENT LOAD -BEARING SURFACE, OR WHEN LOCATED ADJACENT TO PAVERS, SHALL HAVE FOOTING OR LATERAL BRACING. FOOTING OR LATERAL BRACING MAY BE EXCLUDED ONLY IF THE ENGINEER DEMONSTRATES THAT THE PROPOSED WALL DESIGN MEETS LOADING REQUIREMENTS. WALL SHALL NOT ENCROACH INTO TREATMENT AREA. D. CONTRACTOR TO PROVIDE 3" MINIMUM COVER OVER ALL LATERAL BRACING FOR PLANT ESTABLISHMENT. E. ALL CONSTRUCTION COLD JOINTS SHALL INCORPORATE EPDXY, DOWEL/TIE BAR, KEYWAY, OR WATER STOP. 1 2" 18" 18" ROADWAY WITHOUT PARKING CURB AND PARKING STRIP OR GUTTER PERMEABLE PAVERS, SEE NOTE 3 2' (MIN) PONDING DEPTH, EQUAL TO ELEVATION OF OUTLET :.1_I 1 # 1 \�A�AAiVAAi BACKFILL WITH NATIVE SOIL/V� ANGLE OF REPOSE SEE NOTE 3C 1=11 1 1 I_� BIORETENTION BASIN, //\ft -C)- fUO SEE DETAIL GI-3A �/ /\,//\\\ „: // STANDARD CURB EDGE AT BIORETENTION BASIN 0 10' (MAX) COMBINED CURB AND PARKING STRIP OR GUTTER WITH MONOLITHIC WALL EXTENSION, SEE NOTE 4 ROADWAY WITHOUT PARKING SEE NOTE 4E #4 @ 12" O.C. (HOR), (3) MIN #4 @ 12" O.C. (VERT) @ Q WALL SHALL EXTEND AT LEAST 6' BELOW BOTTOM OF ROAD SECTION KEY OR EXPANSION JOINT SIDEWALK / PLAZA CONCRETE BIORETENTION AREA WALL, SEE DETAIL GI-3B LATERAL BRACING, SEE NOTE 4B EXTENDED BIORETENTION AREA WALL WITH LATERAL BRACING BIORETENTIONI COMPONENTS: EDGE TREATMENT DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN I3Y: K. K. CHECKED BY: A. R. 31\ //\\ / /\ /\/ / / /\/ / //\�,Oo0o0oO o0o000� �0000 0�� / /� �0�0�0'-0�0� Cj / \�QoQoQoQoQoQoQoQcv O O O O O O O //�� QOQOQOQOQOQOQOQC\ \ INFILTRATION TRENCH (MODIFIED) DETAIL APPROVED: PUBLIC WORKS DIRECTOR \ \; \ • EDGE TREATMENT (TYP), SEE DETAIL GI-5 3' (MIN) CURB AND GUTTER ROADWAY WITH PARKING COURTESY STRIP, ENGINEER TO SPECIFY WIDTH 2" FREEBOARD 6" (MAX) PONDING DEPTH, ENGINEER TO SPECIFY OVERFLOW RISER WITH GRATE, SEE DETAIL GI-4 COMPACTED SUBGRADE, SEE NOTE 4 SCARIFIED AND UNCOMPACTED SUBGRADE, SEE NOTES 2 & 3 SEE NOTE 5 - SIDEWALK PER CITY STANDARD PLAN 1" DRAINAGE NOTCH 2" FREEBOARD BIOTREATMENT SOIL, SEE GI-3A, NOTE 5 CALTRANS CLASS II PERM STORAGE, SEE GI-3A, NOTE 4 4" (MIN) PERFORATED UNDERDRAIN, SEE GI-3A, NOTES 7 & 8 BIORETENTION AREA WITH VERTICAL SIDE WALLS R 0.75" PER DPW STANDARDS (TYP) 6" (TYP) EXPOSED WALL KEY OR EXPANSION JOINT PER CITY OF DUBLIN APPROVAL (TYP), ENGINEER TO SPECIFY EDGE CONNECTION DRAINAGE NOTCH (TYP) SLOPE TO BIORETENTION AREA SIDE VIEW FRONT VIEW DRAINAGE NOTCH DETAIL NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. 2. AVOID UNNECESSARY COMPACTION OF EXISTING SUBGRADE BELOW BIORETENTION AREA. 3. SCARIFY SUBGRADE TO A DEPTH OF 3" (MIN) IMMEDIATELY PRIOR TO PLACEMENT OF AGGREGATE STORAGE AND BIOTREATMENT SOIL MATERIAL. 4. FOR STRUCTURAL SUPPORT, SUBGRADE UNDER WALLS ONLY COMPACTED PER ENGINEER SPECIFICATIONS. 5. MAXIMUM DROP FROM TOP OF CURB TO TOP OF BIOTREATMENT SOIL SHALL INCLUDE CONSIDERATIONS FOR BIOTREATMENT SOIL SETTLEMENT. THE DROP IS THE SUM OF PONDING DEPTH (6" TYP), FREEBOARD (2" TYP), AND CURB HEIGHT (6" TYP). DEPRESSED GUTTER 2" AT OPENING BIORETENTION AREA: VERTICAL SIDE WALL CROSS SECTION GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS MATCH GUTTER - WIDTH TAPER GUTTER AT CURB CUT TO MATCH GUTTER SLOPE UPSLOPE AND DOWNSLOPE OF CURB CUT. 12" AGGREGATE SURFACE LAYER MIRAFI 140N OR APPROVED EQUAL 18" SAND LAYER NO SCALE ISOMETRIC MATCH - CURB WIDTH 12" (MIN) SEE NOTE 2 SCALE: NOT TO SCALE DATE: MAY 11, 2018 DRAWN BY: K. K. CHECKED BY: A. R. SPLASH APRON 2" GUTTER DEPRESSION AT FLOWLINE GUTTER UPSLOPE AND DOWNSLOPE OF CURB CUT SLOPE CONCRETE SPLASH APRON, NOT INTEGRAL TO CURB FULL WIDTH OF CURB CUT ROADWAY a" DIA. WEEP HOLES (TYP) APPROVED: PUBLIC WORKS DIRECTOR MATCH HEIGHT OF CURB UPSLOPE AND DOWNSLOPE OF CURB CUT CONCRETE SPLASH APRON 6" (MIN), ENGINEER TO SPECIFY SECTION A METAL INLET ASSEMBLY 0.5" DIA. WEEP HOLES (TYP) HEADED CONCRETE 18" THICK END PLATE ANCHOR CENTER ON END PLATES ELEVATION NOTES: 1. REFER TO GI-1 NOTES FOR GUIDELINES AND CHECKLIST. BIORETENTION AREA OPTIONAL EROSION PROTECTION, SEE GI-1, NOTE 10 6" SECTION B 2. CURB CUT INLETS SHALL BE ADEQUATELY SIZED, SPACED, AND SLOPED TO MEET HYDRAULIC REQUIREMENTS. THE CURB CUT OPENING WIDTH SHALL BE SIZED BASED ON THE CATCHMENT AREA, LONGITUDINAL SLOPE ALONG THE CURB, AND THE CROSS SLOPE OF THE GUTTER OR ADJACENT PAVEMENT AT THE INLET. SEE SIZING EQUATIONS AND NOMOGRAPHS FOR CURB OPENING INLETS IN THE U.S. DEPARTMENT OF TRANSPORTATION HYDRAULIC ENGINEERING CIRCULAR NO. 27. 3. BOND NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER WITH EPDXY AND DOWEL CONNECTION. 4. METAL INLET ASSEMBLY SHALL BE HOT -DIP GAVANIZED IN ACCORDANCE WITH ASTM A-123. BIORETENTION COMPONENTS: GUTTER CURB CUT INLET DETAIL GREEN INFRASTRUCTURE TYPICAL DETAILS CITY OF DUBLIN PUBLIC WORKS PERFORATED SUBDRAIN PIPE IN FILTER FABRIC SLEEVE 18" DRAIN ROCK LAYER SCALE: NOT TO SCALE DATE: MAY 11, 2 018 DRAWN BY: K. K. APPROVED: PUBLIC WORKS DIRECTOR CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 SIEGFRIED Contractor Construction Drawing Title STORM WATER TREATEMENT DETAILS Drawing No. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R P O N M L K J H G F E C B A GLEASON DRIVE IRRIGATION POINT OF CONNECTION: CONNECT TO EXISTING 3/4" RECYCLED WATER METER. ACTUAL LOCATION. • • • • • • • • • • te • • 7 0 0 0 1 0 9 O 9 • 0 0 0 w 1 1/2" WATER METER TO 1 12" BACKFLOW PREVENTER TO BE 1 1/2" COPPER TYPE K MAINLINE 0 7 • • o-o • 7 • ft 0 0 0 • A 9 CLASSROOM BUILDING f1 II II II II 0 1 1 0 0 1 II II II II e a O 0 v 0 0 O 0 0 yr 0 0 • r rrm T111 �111�rT' II III !I 7 IMF TRAINING TOWER V 7 1TITI 111111= _1I o • 00 • 0 Know what's below. Call before you dig. IRRIGATION EQUIPMENT AND PIPING IS DIAGRAMMATIC FOR GRAPHICAL CLARITY. 1. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND PLANTING AND ARCHITECTURAL FEATURES. IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird RWS-B-C-P w/ RWS-SOCK 1400 Series Root Watering System with 4in. diameter x 36in. long with locking grate, 104 1402 semi -rigid mesh tube. Check Valve, Purple Grate, and Sand Sock. 1401 0.25 GPM, two per tree, typical. SYMBOL EB 0 SYMBOL A 1 MV (BF) FS • MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZ-100-PRB-R Wide Flow Drip Control Kit. Purple Cap. Non -Potable Use. 1 in. PESBR Valve 11 and 1 in. Pressure Regulating 40psi Basket Filter. 5-20 GPM. With 150 mesh stainless steel screen. Rain Bird XCZ-150-LCDR-R High Flow Control Zone Kit, Purple Cap. Non -Potable Use. 1-1/2in. PESB-R Scrubber Globe Valve with high -capacity filter and Pressure Regulating system (PRS) fixed at 40psi. Flow range: 20 - 62 GPM. With 150 mesh stainless steel screen. 1 Rain Bird XCZ-LF-100-PRF-R Low Flow Drip Control Kit, Purple Cap, Non -Potable Use 1 in. Low Flow 3 Valve, 3/4in. Pressure Regulating RBY Filter, and 30psi Pressure Regulator. With 150 mesh stainless steel screen. Rain Bird MDCFPCAP Dripline Flush Valve purple cap in compression fitting coupler. For non -potable water use. 15 Rain Bird ARV050 15 1/2in. Air Relief Valve, Rain Bird OPERIND 15 Drip System Operation Indicator. Area to Receive Dripline Rain Bird XFS-06-12-NP (Bioretention Areas) XFS Non potable Sub -Surface Pressure Compensating Dripline w/Copper Shield Technology. 0.6 GPH emitters at 12" O.C. Laterals spaced at 12" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. Area to Receive Dripline Rain Bird XFS-06-18-NP (Shrub Areas) XFS Non potable Sub -Surface Pressure Compensating Dripline w/Copper Shield Technology. 0.6 GPH emitters at 18" O.C. Laterals spaced at 18" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PESBR 9 1in., 1-1/2in., and 2in. Durable. Purple Flow Control Handle. Rain Bird 44-NP 1 in. Brass Quick -Coupling Valve, Locking Non -Potable Purple Rubber Cover, and 2-Piece Body. Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Superior 3100-RW 1-1/2" Normally Open Brass Master Valve that Provides Dirty Water Protection. With Purple Cross Handle for Reclaimed Water Use. 12 6 1 Zurn 975XL2 1-1/2" 1 Reduced Pressure Backflow device. Leed-free. Rain Bird ESPLXIVM-LXMM 60 Station, 2-Wire Controller w/ Smart Valve Technology. (1) ESPLXIVM 1 60-Station, Indoor/Outdoor, Plastic Wall -Mount Enclosure. Installed in LXMM Powder Coated, Metal Wall -Mounted Cabinet. Rain Bird FD-101TURF Field Decoder for Two -Wire system. Install in valve box for valve. Operates 25 one valve/solenoid. Use line surge protection as per manufacturerft.s directions. Rain Bird LSP-1TURF 6 Line surge protection decoder directly to the ground rod or ground plate Rain Bird SMRT-Y Soil Moisture Sensor Kit. 24VAC @ 50/60 Hz. Operating temperature: -4 degrees F to 158 degrees F. Survival temperature: -40 degrees F to 185 degrees F. UL, CUL, C-TICK certifications. 12 Rain Bird WR2-RFS 1 Wireless Rain/Freeze Sensor. Mounted on enclosure. Creative Sensor Technology FSI-B15-001 1.5in. Brass tee type flow sensor w/FIPT threads, Bronze alloy mounting tee 1 and ultra lightweight impeller. 2 wire digital output compatible w/all irrigation controllers. Water Meter 3/4" 1 Irrigation Point of Connection: connect to existing 3/4" recycled water meter. Irrigation Mainline: PVC Schedule 40 (1 1/2") Irrigation Mainline: Type K Copper Pipe (1 1/2") Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Min. size 2x diameter of pipe being sleeved. Extend sleeves 18" beyond edges of paving or construction. Valve Callout Valve Number Valve Flow Valve Size PROPOSED TREES REFERENCE EXISTING TREES REFERENCE I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. • 0' 10' 20' 40' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OvERAA Construction • 7 SIEGFRIED Drawing Title IRRIGATION PLAN Drawing No. L1.O ROBERT J. NORB AS, JR., RLA 5595 SCALE: 1 "=20' Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 REFERENCE DATA HYDROZONE INFORMATION TABLE REFERENCE SCHEDULE HYDROZONE CALCULATION REFERENCE Ks = Species factor Per WUCOLS List: .1 - Very Low .2 - Low .5 - Medium .8 - High Kd = Density factor Plant Spacing & layering 0.8 - Low 1.0 - Average 1.3 - High Kmc = Micro -climate factor Relative to open field conditions 0.7 - Low 1.00 - Average 1.3 - High KL = Landscape Coefficient Calculation factor Irr Type = Method of Irrigation Overhead spray, bubbler, or drip IE = Irrigation Effieciency Value based on irrigation method PR = Precipitation Rate Value based on irrigation method BIR = Basic Infiltration Rate Infiltration rate based on type of soil AW = Available Water Amount of water per inch of soil available to plant assuming field -saturated condition RZ = Depth of Root Zone Depth placed on plant material PAW = Plant Available Water Water available to plant based on root zone, depth, & soil type MAD = Management Allowable Depletion Percentage of plant available water allowed to be depleted from usable soil profile AD = Allowable Depletion Plant available water allowed to be lost to avoid reaching permanent wilting point MAXIMUM APPLIED WATER ALLOWANCE (MAWA) ESTIMATED TOTAL WATER USE (ETWU) IRRIGATION EQUIPMENT AND PIPING IS DIAGRAMMATIC FOR GRAPHICAL CLARITY. 1. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND PLANTING AND ARCHITECTURAL FEATURES. IRRIGATION SCHEDULING NOTE PROJECT INCLUDES A NEW IRRIGATION SYSTEM AND REQUIRES THE FOLLOWING MEASURES TO BE MET: 1. IRRIGATION MUST BE SCHEDULED BETWEEN 9:00 P.M. AND 6:00 A.M. UNLESS WEATHER CONDITIONS PREVENT IT. 2. OPERATION OF THE IRRIGATION SYSTEM OUTSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING AND SYSTEM MAINTENANCE. 3. TOTAL ANNUAL APPLIED WATER SHALL BE LESS THAN OR EQUAL TO MAXIMUM APPLIED WATER ALLOWANCE (MAWA) AS CALCULATED PER THE POTABLE WATER USE REDUCTION REQUIREMENTS. PIPE SIZING SCHEDULE (SCH 40 PVC) FOR LATERAL LINES IN DRIP AREAS BEYOND THOSE SHOWN ON PLAN, CONTRACTOR SHALL FIELD SIZE BASED ON THE FOLLOWING TABLE: PIPE SIZE MAXIMUM GALLONS PER MINUTE (GPM) 3/4" 8 GPM 1" 12 GPM 1-1/4" 22 GPM 1-1/2" 30 GPM 2" 50 GPM 2-1/2" 80 GPM LANDSCAPE SUMMARY TOTAL IRRIGATED LANDSCAPE AREA XXXX SF MAXIMUM APPLIED WATER ALLOWANCE (MAWA) XXXX GALLON/YR ESTIMATED TOTAL WATER USE (ETWU) XXXX GALLON/YR I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor °VERA Construction ■ ■ SIEGFRIED Drawing Title IRRIGATION CALCULATIONS Drawing No. L1.1 ROBERT J. NORB AS, JR., RLA 5595 Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GLEASON DRIVE Know what's below. Call before you dig. P'/ // // // // / // // // // // // / / // / / / / / / / / / / / / / / / / / / / / / / / /t / / / / / / / / / / / / / / / j / / / / / / / / / / / / / /A//////// ///7 ///////// ///////// / / / / / / / / / / / / / / / / //4///// / / / / / / / / / / / / / / / / / /////////// // // 0 0 0 0 °0000 / o 0 0 �// '/// / /// ///%////// /////// /-/// ///b/// //45////// g///4// '//, / / �/ / / / S/ / / / O / / / / / / .p, 0 .\ ////9vppOS?°///////////900,000A/// fr,, / / /// / /+/ / / / / / / / / / / / / / / / / CLASSROOM BUILDING //,I//,I//,I /,t// // 0000n n0000°n n0000°r, �O0000 ///// //////Jace///////d////// ///// ///////mac/// /// ///// // //00// ///00// //00/// / o° °o o° °0 o° 00000 °00000° °00000° 0000000 EXISTING TREES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION 40 / / / / / / / / / / / / / / / / /_ / / / / / / /� / / /j / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 0 0 0 0 / // // // // // // // // // // // // // // // // // // // // // // // // /////////////////////////// /////////////////////////// /////////////////////////// /////_ _ / / IIIT1T111 1 1111111 11 l�lJ FT � 11 TRAINING TOWER 17-71I LL _LL TRAINING AREA 40 • t7 TREE LEGEND SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY TREES o + 0 0 0 000000000 AGO BUR Agonis flexuosa'Burgundy' / Burgundy Peppermint Tree 24"box 7 ARB MRN Arbutus x'Marina' / Marina Strawberry Tree Standard 24"box 6 CER OCC Cercis occidentalis / Western Redbud 24"box 6 GLE SH2 Gleditsia triacanthos inermis 'Shademaster' / Shademaster Honey Locust 36"box 11 LAG PRI Lagunaria patersonii / Primrose Tree MEL QUI Melaleuca quinquenervia / Paperbark Tree SCH MOL Schinus molle / California Pepper BARK MULCH Recycled Natural chip bark mulch. 3" thick layer minimum. Landscape planting areas within the project site to receive chip bark mulch. Not installed in bioretention areas. EXISTING TREES To remain and be protected during construction I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. ROBERT J. NORB AS, JR., RLA 5595 0' 48"box 8 24"box 8 36"box 6 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 I0th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title TREE PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Gig() • lac) Oc) � 0 GLEASON DRIVE Know what's below. Call before you dig. • 0 ******•••* ***** ** 00000000000000000000 • • 0• 0 0 0• p 0 0.0 0 0• O o• 00000000000000000000o°oir) 0 0 (10 0 0 P 0 0000o00000000000000000 1 'I- -J r —1 .F LL____1LJ 000 SHRUB & GROUNDCOVER LEGEND SYMBOL CODE BOTANICAL / COMMON NAME CONT WATER USE QTY LARGE SHRUBS CAR ELI Carpenteria californica 'Elizabeth' / Elizabeth Bush Anemone 5 gal M 51 Cistus x purpureus / Orchid Rockrose 5 gal L 45 Grevillea x'Robyn Gordon' / Robyn Gordon Grevillea 15 gal L 5 Heteromeles arbutifolia / Toyon 15 gal L 1 Ribes speciosum / Fuchsia Flowering Gooseberry 5 gal L 3 Agave vilmoriniana / Octopus Agave 5 gal L 42 ANI HAR Anigozanthos x'Harmony / Harmony Yellow Kangaroo Paw 1 gal L 50 FAR GIG Farfugium japonicum giganteum / Giant Leopard Plant 1 gal M 12 LAV GRO Lavandula x intermedia 'Grosso' / Grosso Lavendin 1 gal L 52 Myrtus communis'Variegata' / Variegated Common Myrtle 15 gal L 22 TEU AZU Teucrium fruticans 'Azureum' / Azure Bush Germander 5 gal L 32 Asparagus densiflorus'Myers' / Myers Asparagus Fern 1 gal M 47 EPI HUM Epilobium canum / California Fuchsia 1 gal L 170 SAL BEE Salvia x'Bee's Bliss' / Bee's Bliss Sage 1 gal L 32 ORNAMENTAL GRASSES LEY CAN Leymus condensatus 'Canyon Prince' / Canyon Prince Giant Wild Rye 1 gal L 51 LOM IRA Lomandra longifolia'Breeze' / Breeze TM Mat Rush 1 gal L 488 SYMBOL CODE BOTANICAL / COMMON NAME CONT WATER USE QTY D O CIS PUR GRE GOR HET ARB RIB SPE MEDIUM SHRUBS AGA VIL MYR VA2 %nna`� VINE HAR THE GROUNDCOVERS EPI EV2 Epilobium canum latifolium 'Everett's Choice' / Everett's California Fuchsia 1 gal L 23 HEL WIS Helianthemum nummularium'Wisley Pink' / Wisley Pink Sunrose 1 gal L 54 LIR BIG Liriope muscari 'Big Blue' / Big Blue Lilyturf 1 gal M 89 MYO F12 Myoporum parvifolium 'Fine Leaf Form' / Fine Leaf Trailing Myoporum 1 gal L 75 SEN BLU Senecio mandraliscae 'Blue Chalk Sticks' / Senecio 1 gal L 42 TEU CHA Teucrium chamaedrys / Germander 1 gal L 123 • SMALL SHRUBS ASP DEN BIORETENTION CHO TEC Chondropetalum tectorum / Small Cape Rush 5 gal L 238 LEY WIL Leymus triticoides / Wild Rye 1 gal L 201 MIM AUR Mimulus aurantiacus / Sticky Monkeyflower 5 gal VL 235 Hardenbergia violacea 'Happy Wanderer' / Lilac Vine Trellis 15 gal M 16 PROPOSED TREES REFERENCE EXISTING TREES REFERENCE I WILL COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLY THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. ROBERT J. NORB AS, JR., RLA 5595 0' 10' 20' 40' SCALE: 1 "=20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record 570 10th Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title SHRUB & GROUNDCOVER PLAN Drawing No. Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL PER LOCAL ELECTRICAL CODES. 0 BUILDING FINISH FLOOR w § w W J < 0 cD I WALL -MOUNTED CONTROLLER 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. 12"X12"X4" STEEL JUNCTION BOX. GROUP WIRE BUNDLES AND SPLICE TO 18 GA. WIRES WITH TERMINAL STRIP AS PER SPECIFICATIONS. 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. NO SCALE ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 2" IN PLT. AREA, FLUSH IN TURF 2" IN PLT. AREA, FLUSH IN TURF NOTES: 1. FITTINGS TO BE SAME SIZE AS QUICK COUPLING VALVE. ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 3" MIN. LOCKING VALVE BOX INDICATOR POP-UP PA-80 ADAPTER WITH SCHEDULE 40 THREADED CAP MULCH FINISH GRADE 12" POPUP BODY SCH 80 NIPPLE LATERAL TEE OR ELL LATERAL PIPE NOTES: 1. CONTRACTOR TO LOCATE THE OPERATION INDICATOR(S) IN AN INCONSPICUOUS LOCATION AS TO AVOID BEING VANDALIZED. 2. ONE PER DRIP VALVE STATION. 3. LOCATED WITHIN 8 FEET OF VALVE BOX. LOCKING VALVE BOX FINISHED GRADE 10" DIA. CLASS 160 SLEEVING GATE VALVE MALE ADAPTER PVC PIPING 3/4" GRAVEL DRAIN ROCK FINISHED GRADE QUICK -COUPLING VALVE LOCKING COVER PLASTIC VALVE BOX WITH COVER & BOLT DOWN LOCK (CONCRETE BOX AND LID IN PAVED AREAS) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF PEA GRAVEL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC SCH 40 ELL PVC MAINLINE PIPE #4 18" REBAR WITH STAINLESS STEEL GEAR CLAMPS 1/2" PVC STREET ELLS (3) 11111 lam SCH 40 PVC 45 DEG. ELBOW CONTROL WIRES WITH TWELVE INCH (12") MIN. EXPANSION COIL 5X PIPE DIA TONE FITTING FOUR (4) 4"X8" BRICKS SCH. 80 PVC MALE ADAPTER CONTROL WIRES WITH TWELVE INCH (12") MIN. EXPANSION COIL FLOW SENSOR AND BODY 10X PIPE DIA. MI MASTER VALVE 3" THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL NOTES: 1. MASTER VALVE AND FLOW SENSOR SHALL BE OF MAKE AND MODEL NUMBER AS PRESCRIBED PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS. 2. INSTALL MASTER VALVE AND FLOW SENSOR PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 3. FLOW SENSOR WIRE SHALL BE PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS. 4. MASTER VALVE WIRE SHALL BE 14 AWG OR LARGER. COLOR: BLACK. 0 MASTER VALVE AND FLOW SENSOR LAYOUT //////////I FOUR (4) 4"X8" BRICKS IRRIGATION MAINLINE TO FLOW SENSOR RECTANGULAR VALVE BOX WITH LOCKING LID FINISH GRADE %" WELDED WIRE MESH SCH 40 PVC BUSHING REDUCER SCH 40 PVC 45 DEG. ELBOW 5. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. WIRE CONNECTIONS SHALL BE MADE USING DBR-Y/6 CONNECTORS OR APPROVED EQUAL. 6. CONTRACTOR SHALL STABILIZE VALVES DURING INSTALLATION UNTIL BACKFILL IS COMPLETE. 7. INLET PIPE LENGTH OF SENSOR MUST BE 10X PIPE DIAMETER. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MINIMUM 5X PIPE DIAMETER OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. 8. INSTALL WIRE MESH UNDER GRAVEL. NO SCALE EXTEND PVC 12" ABOVE FINISH GRADE AND CLOSE WITH ORANGE PAINTED END CAP. MAINLINE SLEEVE TO EXTEND 24" BEYOND BACK OF CURB OR EDGE OF PAVEMENT. TOP OF SLEEVE TO BE PLACED A MINIMUM OF 3" BELOW THE BOTTOM OF THE ROAD BASE. 24" MIN. z L_ \ Iv" 5CH 40 PVC PIPE \/, �VA\\jA\A\jVA\V\\\yV\/�V��\/ TEMPORARY MARKER. TO BE REMOVED WHEN PIPE IS INSTALLED. PIPE SLEEVE WITH 90 ELBOW NO SCALE 2" IN PLANTING AREA, FLUSH IN TURF NOTE: CONTRACTOR SHALL STABILIZE VALVE DURING INSTALLATION UNTIL BACKFILL IS COMPLETE. LOCKING VALVE BOX CONTROL WIRE ELECTRIC VALVE TEMPORARY 90 DEG PVC ELBOW FINISHED GRADE TRUE -UNION BALL VALVE WITH THREADED ENDS SCH 80 NIPPLE BRICK (TYP. OF 4) SCH 80 NIPPLE MAINLINE FITTING, SEE SPECS. SCH 80 NIPPLE REMOTE CONTROL VALVE WITH BALL VALVE NO SCALE MULCH ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 2" IN PLT. AREA, FLUSH IN TURF LOCKING VALVE BOX 17MM BARBED ELL, TYP. OF 2 POLYETHYLENE DISTRIBUTION TUBING FINISHED GRADE 8" GALVANIZED TUBING STAKE. 17mm BARBED MANUAL SHUTOFF VALVE POLYETHYLENE DISTRIBUTION TUBING COMMON BRICK, 3 TOTAL PLACED CENTER ON VALVE BOX EDGE 3/4" ANGULAR DRAIN ROCK ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. 9"X10" CIRCULAR VALVE BOX Z 12" 14"X19" RECTANGULAR VALVE BOX 12" 13" X 20" OR LARGER VALVE BOX SIDEWALK OR EDGE OF PAVING NOTES: 1. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 2" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN AREA ONLY IF GROUND COVER/SHRUB AREA DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. VALVE BOXES SHALL HAVE BOLT DOWN LIDS WITH BOLTS INSTALLED. VALVE BOX NO SCALE 2" IN PLANTING AREA, FLUSH IN TURF BUBBLER (0.50 GPM) ROOT WATERING SYSTEM (INCLUDES BUBBLER AND GRATE) FINISHED GRADE -IN PLANTERS OR BOTTOM -u OF TREE GRATE IN TREE WELLS. PEA GRAVEL -Y2" TO %" 1/2 -INCH PVC SCHD 80 NIPPLE 1/2-INCH 90-DEGREE EBLOW I.PS FLEX HOSE SWING ASSEMBLY, LENGTH VARIES 1/2-INCH MALE NPT INLET PVC SCH 40 TEE LATERAL PIPE 4-INCH BASKET WEAVE CANISTER NOTES: 1. BUBBLERS ARE REQUIRED FOR TREES. TWO BUBBLERS PER TREE ARE TO BE PLACED ON OPPOSITE SIDES OF ROOTBALL. 2. USE PROPER RATED GLUE FOR I.P.S. FLEX HOSE. 1 O DEEP ROOT WATERING SYSTEM NO SCALE MULCH FINISHED GRADE 2" IN PLT. AREA, FLUSH IN TURF *3" MIN. v/� PVC LATERAL ALL IRRIGATION PRODUCTS SHALL BE INSTALLED WITH (NP) NON -POTABLE PRODUCTS AND REQUIRED LABELING. BUBBLER TREE ROOT BALL BUBBLER I.P.S. FLEX HOSE SCH 40 PVC PVC SCH 40 TEE TOP VIEW LOCKING VALVE BOX 2" AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE STAKE PVC SCH 40 FEMALE ADAPTER POLYETHYLENE DISTRIBUTION TUBING BRICK (1 OF 2) MASTER VALVE MAINLINE PIPE FROM BACKFLOW PREVENTION DEVICE b FLOW 10X DIA. OF PIPE 5X DIA. OF PIPE SCH. 40 PVC REDUCER SCH. 40 PVC COUPLING MAINLINE PIPE TO IRRIGATION SYSTEM FLOW RUN FLOW SENSOR NOTES: 1. FLOW SENSOR SHALL BE OF MAKE AND MODEL AS RECOMMENDED BY THE CONTROLLER MANUFACTURER. 2. FLOW SENSOR WIRE SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 3. MASTER VALVE WIRE SHALL BE DIRECT BURIAL 14 AWG WIRE (OR LARGER). COLOR: BLACK. 4. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. 5. SEE MASTER VALVE DETAIL AND FLOW SENSOR DETAIL FOR FURTHER INFORMATION. 6. FLOW RUN PIPE SHALL BE REDUCED DOWN ONE (1) PIPE SIZE AS INDICATED. MASTER VALVE AND FLOW SENSOR LAYOUT NO SCALE SLEEVING UNDER HARDSCAPE HARDSCAPE z I N 0 MAINLINE LATERAL MAINLINE LATERAL PIPE AND WIRING N WIRINGQ -►QL`LATERAL PIPE 6" MIN. RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUDLE AT 10' INTERVALS. 1 PLAN VIEW PIPE z N O ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. z X X 4"-6" TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOTES: 1. SLEEVE 24" BELOW ALL HARDSCAPE ELEMENTS WITH SCH. 40 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 3. SNAKE ALL PLASTIC PIPING IN TRENCHES FROM SIDE TO SIDE AS SHOWN, AT A 50' INTERVAL. PIPE AND WIRE TRENCHING NO SCALE 25 PSI PRESSURE REGULATOR SCH 80 PVC UNION LATERAL LINE TO DRIP SYSTEM BRICK SUPPORTS (4 COMMON BRICKS REQUIRED) 11 2" IN PLANTING AREA, FLUSH IN TURF LOCKING VALVE BOX VALVE LABEL FOR # ON CONTROLLER ell‘-'0fr, " I .,tea I MillaNIIM- Arialik . `��+p I SCH 40 BALL VALVE (*) Mp a sesesesesest FINISH GRADE CONTROL WIRES NOTES: 1. MIN. AND MAX. FLOW RATE - PER MANUFACTURER. 2. (*) PARTS IN DRIP ZONE KIT. 3. INSTALL WIRE MESH UNDER GRAVEL. REMOTE CONTROL VALVE -DRIP SCH 40 PVC MALE ADAPTER SCH 40 PVC ELL (SxS) CONTROL WIRES TO CONTROLLER PVC MAINLINE FITTING NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION Project 09/27/2024 100% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record Contractor SHAH KAWASAKI ARCHITECTS OVERAA Construction 570 10th Street, Suite 201 Oakland, CA 94607 ■ • SIEGFRIED Drawing Title LANDSCAPE DETAILS I Drawing No. L3.0 DRIP SYSTEM OPERATION INDICATOR NO SCALE MANUAL FLUSH VALVE NO SCALE 1 AIR RELIEF VALVE NO SCALE Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 MULCH COMPRESSION TEE INLINE DRIP EMITTER OUTLET / \ \i:iA/y/ //, />/z ON -SURFACE DRIPLINE FINISH GRADE TIE DOWN STAKE: WITH BEND (TYPICAL) NOTE: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. ON -SURFACE DRIPLINE STAKING NO SCALE PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) PREFABRICATED DRIPLINE HEADER PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ON -SURFACE DRIPLINE TIE -DOWN STAKES OPERATION INDICATOR PRE -INSTALLED BARB FITTING FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE MULCH PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER STAINLESS STEEL I� \ CLAMP MALE ADAPTER INSERT PVC RISER PIPE DRIP MANIFOLD BURIAL DEPTH PVC SCH 40 ELL PVC SUPPLY MANIFOLD TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH PER MANUFACTURER BARB X BARB INSERT TEE OR CROSS PERIMETER OF AREA FLUSH POINT WITH PVC CAP _ 1?" OR OPTIONAL PVC BALL VALVE PREFABRICATED DRIPLINE HEADER NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. 3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. i ON -SURFACE DRIPLINE - CURVED EDGE LAYOUT NO SCALE DECODER COMMUNICATION CABLE BLUE COMMUNICATION CABLE DIRECT BUR AL WIRE CONNECTORS BLUE DECODER WHITE WHITE SOLENOID WIRE DIRECT BURIAL WIRE CONNECTORS SOLENOID (VALVE), MASTER VALVE, OR BOOSTER PUMP / VALVE (MAXIMUM 1) NOTE: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO SOLENOID IS 450 FEET. 2-WIRE DECODER WIRING DIAGRAM NO SCALE BARB ELBOW 17X17MM • = . • • = • • . • = • • 21 21 11 INLINE DRIP EMITTER OUTLET, SEE PLANS FOR DRIPLINE OUTLET SPACING ON -SURFACE DRIPLINE BARB TEE 17X17X17MM BLANK DRIP TUBING LENGTH AS REQUIRED MULCH BARB COUPLING 17X17MM FINISH GRADE TIE DOWN STAKE: WITH BEND (TYPICAL) BARB MALE ADAPTER: 17MM X 2" MPT / 17MM X 4" MPT • jai= PVC LATERAL SUPPLY HEADER PVC TEE SXSXT NOTE: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. ON -SURFACE DRIPLINE - DRIPLINE RISER ASSEMBLY NO SCALE PREFABRICATED DRIPLINE HEADER PRE -INSTALLED BARB FITTING PVC SCH 40 CAP PERIMETER OF AREA OPERATION INDICATOR FLUSH POINT (TYPICAL) - SEE MANUFACTURER'S SPECIFICATIONS FOR FLUSH POINT INSTALLATION ON -SURFACE DRIPLINE OPERATION INDICATOR BARB X BARB INSERT TEE OR ELL PVC DRIP MANIFOLD FROM CONTROL VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) PERIMETER OF AREA PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA TIE -DOWN STAKES ON -SURFACE DRIPLINE NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - TYPICAL ISLAND LAYOUT PREFABRICATED DRIPLINE HEADER PRE -INSTALLED BARB FITTING FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE OPERATION INDICATOR PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ON -SURFACE DRIPLINE TIE -DOWN STAKES PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER 7 PERIMETER OF AREA FLUSH POINT WITH PVC CAP OR OPTIONAL BALL VALVE MALE ADAPTER INSERT STAINLESS STEEL CLAMP PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER PVC SCH 40 RISER PIPE DRIP MANIFOLD BURIAL DEPTH PVC SCH 40 ELL PVC DRIP MANIFOLD FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) PER MANUFACTURER'S SPECIFICATIONS MULCH INSET A NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - END FEED LAYOUT NO SCALE PAVEMENT AND CURB PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE PVC SCH 40 TEE OR ELL MALE ADAPTER INSERT STAINLESS STEEL CLAMP PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER PVC SCH 40 RISER PIPE PVC SCH 40 ELL INSET A DRIP MANIFOLD BURIAL DEPTH INSET B PVC RISER PIPE PVC SUPPLY MANIFOLD PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE 3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM AND FIVE FEET IN CLAY. 4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. NO SCALE FINISH GRADE GREEN/YELLOW WIRE FROM DECODER TO GROUNDING ROD BRASS CLAMPS (10F 2) GROUNDING ROD: 10 OHMS OR LESS TWO -WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) 10-INCH VALVE BOX WITH COVER LINE SURGE PROTECTOR BLUE WIRE FROM DECODER TO DIRECT BURIAL WIRE CONNECTOR 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) NOTE: 1. LINE SURGE PROTECTOR SHOULD BE INSTALLED EVERY 500-FEET OR FOR EVERY EIGHT DECODERS ON TWO -WIRE PATH. 2. LINE SURGE PROTECTOR TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION). FIELD DECODER CONNECTION NO SCALE 12-INCH VALVE BOX WITH COVER SENSOR DECODER FINISH GRADE GREEN/YELLOW WIRE FROM DECODER TO GROUNDING ROD BRASS CLAMP (1 OF 2) TWO -WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) GROUNDING ROD COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) RED WIRE FROM SD-210TURF FLOW SENSOR DIRECT BURIAL WIRE CONNECTOR GROUND WIRE FROM DECODER TO DIRECT V BURIAL WIRE CONNECTOR (1 OF 2) BLACK WIRE FROM DECODER TO FLOW SENSOR BLUE WIRE FROM DECODER (1 OF 2) FLOW SENSOR WIRE (1 OF 2) FLOW SENSOR PVC MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3.4-INCH WASHED GRAVEL BRICK (1 OF 4) NOTE: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO RELAY IS 450 FEET. 2. PLACE 3-FEET OF EXTRA WIRE IN VALVE BOX FOR EASY SERVICING. 3. IN A SITE CONTROL DECODER SYSTEM A PULSE TRANSMITTER SHOULD BE INSTALLED BETWEEN THE SENSOR DECODER AND THE FLOW SENSOR. 4. GROUNDING SHOULD BE TO 10 OHMS OR LESS. 10 2-WIRE FLOW SENSOR DECODER CONNECTION NO SCALE PREFABRICATED DRIPLINE HEADER PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) OPERATION INDICATOR PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA _76e PERIMETER OR AREA ON -SURFACE DRIPLINE TIE -DOWN STAKES FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PRE -INSTALLED BARB FITTING MULCH PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER STAINLESS STEEL CLAMP MALE ADAPTER INSERT PVC RISER PIPE DRIP MANIFOLD BURIAL DEPTH PVC SCH 40 ELL PVC SUPPLY MANIFOLD BARB X BARB INSERT TEE OR CROSS TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH PER MANUFACTURER PREFABRICATED FLUSH POINT WITH PVC CAP DRIPLINE HEADER OR OPTIONAL PVC BALL VALVE NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - IRREGULAR SHAPED LAYOUT NO SCALE PREFABRICATED DRIPLINE HEADER FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE OPERATION INDICATOR PERIMETER DRIPLINE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) BARB X BARB INSERT TEE BLANK TUBING PREFABRICATED DRIPLINE HEADER ON -SURFACE DRIPLINE PRE -INSTALLED BARB FITTING INSET A -\\___ FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE PERIMETER OF AREA MULCH PRE -INSTALLED BARB FITTING PREFABRICATED DRIPLINE HEADER STAINLESS STEEL CLAMP PVC SCH 40 RISER PIPE PVC SCH 40 ELL DRIP MANIFOLD BURIAL DEPTH PVC SUPPLY PIPE FROM VALVE (SIZED TO MEET LATERAL FLOW DEMAND) NOTE: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS PER MANUFACTURER. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING PER MANUFACTURER'S SPECIFICATIONS. ON -SURFACE DRIPLINE - CENTER FEED LAYOUT NO SCALE SOLENOID WIRE (1 OF 2) DIRECT BURIAL WIRE CONNECTOR (1 OF 4) WHITE WIRE FROM FIELD DECODER (1 OF 2) FIELD DECODER BLUE WIRE FROM FIELD DECODER (1 OF 2) PVC LATERAL PIPE TWO -WIRE CABLE TO NEXT DEIVCE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) 11 COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR IRRIGATION CONTROLLER) 12-INCH VALVE BOX WITH COVER FINISH GRADE REMOTE CONTROL VALVE PVC MAINLIN PIPE BRICK (1 OF 4) 3-INCH MINIMUM DEPTH OF 3/4-INCHED WASHED GRAVEL NOTE: 1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM FIELD DECODER TO OLENOID IS 450 FEET. 2. PLACE 3 FEET OF EXTRA WIRE IN EVERY VALVE BOX FOR EASIER SERVICING. 2-WIRE VALVE DECODER CONNECTION NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OvERAA Construction • SIEGFRIED Drawing Title LANDSCAPE DETAILS II Drawing No. L3.1 P N L J H E D Project Number: 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 R Q P O N M L K J H G F E C B A NOTE: 1. MULCH SHALL NOT BE WITHIN 6" OF THE STAKE TREES W/ (2), 2" THICK 10' TRUNK OF THE TREE. LODGEPOLE POSTS. DO NOT 2. PLANT FERTILIZER TABLET QUANTITY AND PLACE STAKE IN ROOTBALL PLACEMENT PER MANUFACTURER'S d Qo o Qo oao0o o�'o�o RECOMMENDATIONS. 0 0 , Q 3. AFTER INSTALLATION OF LODGEPOLE, o Qg 0 o Q 0 II REMOVE NURSERY STAKES AND TIES. o nn nn o go STAKE TREES W/ (2), 2" THICK 10' LODGEPOLE POSTS. DO NOT PLACE STAKE IN ROOTBALL SET LOWER TIE 2 DISTANCE BETWEEN TOP TIE AND FINISHED GRADE PLANT FERTILIZER TABLET QUANTITY AND PLACEMENT PER MANUFACTURER'S RECOMMENDATIONS ROOT BARRIER, TO BE INSTALLED WHEN TREE IS WITHIN 5' OF SIDEWALK OR CURB. SEE MANUFACTURER'S SPECS OF INSTALLATION • O 0 O 0 0 00 o0 00 0 > TREE PLANTING & STAKING d PREVAILING" WIND 0) w PLAN 90° TREE BUBBLER INSTALLED 90 DEGREES OF STAKES. FOUR FLEXIBLE BELT OR RUBBER HOSE TREE TIES. CROSS TIES OVER BEFORE SECURING ONTO STAKES WITH GALVANIZED SCREWS. TOP OF ROOTBALL AT 2" ABOVE FINISH GRADE MULCH 3" DEEP, 6" CLEAR OF TRUNK 4" BERM TO FORM WATERING BASIN FINISH GRADE BACKFILL MIX (1/2 DEPTH OF ROOT BALL HEIGHT) 70% PULVERIZED NATIVE SOIL 30% APPROVED COMPOST NO SCALE NOTE: 1. INSTALL ROOT BARRIERS AT ALL TREES WITHIN 5' OF ALL CURBS, SIDEWALKS, ROADS OR BUILDINGS. CENTERED ON TREES. CENTER ON TREE SIDEWALK 24" DEPTH LINEAR ROOT BARRIER PANELS INSTALLED AT BACK OF CURB AND FACE OF SIDEWALK, CENTERED ON TREES 10'x24", TYPICAL. LINEAR ROOT BARRIER NO SCALE Q 0o Q o 00 0 00 d o 00 DO:), Q Q CQ O� Q O 0 0 0 0 Q o d 0 00 00 O000 5' 5' TOP OF LINEAR ROOT BARRIER MUST BE AT LEAST 1/2" ABOVE FINISHED GRADE <Z� HOLD TOP OF ROOTBALL CROWN 1" ABOVE FINISH GRADE BARK MULCH 3" DEEP KEEP CLEAR FROM BASE OF PLANT NO COVER OVER PLANT MATERIAL 4" BERM TO FORM WATERING BASIN PLANT FERTILIZER TABLET QUANTITY AND PLACEMENT PER MANUFACTURER'S RECOMMENDATIONS BACKFILL MIX (1/2 DEPTH OF ROOT BALL HEIGHT) 70% PULVERIZED NATIVE SOIL 30% APPROVED COMPOST ROOTBALL MOUND, FOOT TAMP SHRUB PLANTING NO SCALE LIMIT OF PLANTING AREA OR HARDSCAPE fr/— CENTER OF GROUNDCOVER PLANT NOTES: 1. "X" REPRESENTS PLANT SPACING ON CENTER PER PLANTING PLAN. 2. AFTER ALL TREES, SHRUBS AND GROUNDCOVER HAVE BEEN PLANTED, A PRE -EMERGENT SPRAY SHALL BE APPLIED TO ALL PLANTING AREAS PER MANUFACTURER'S SPECIFICATIONS. GROUNDCOVER SPACING NO SCALE "X"/2 (24" MIN.) (4) 2 TIMES GREATER THAN ROOT BALL FENCE OR WALL ANCHOR AS APPROPRIATE FOR VINE - TENDRILS: FRAMEWORK & COMMERCIAL VINE TIES TWINNING : COMMERCIAL VINE TIES CLINGING: NO ANCHOR REQUIRED SET TOP OF ROOT BALL 1" ABOVE FINISH GRADE BARK MULCH 3" DEEP KEEP CLEAR FROM BASE OF PLANT NO COVER OVER PLANT MATERIAL 4" EARTH BASIN BACKFILL MIX PER SPECS. PUDDLE AND SETTLE BACKFILL PRIOR TO SETTLING PLANT PLACE BOTTOM OF ROOT BALL UPON UNDISTURBED SOIL NOTES: A. SEE SPECIFICATIONS FOR FERTILIZATION AND SOIL AMENDMENT. B. PLANT VINE STEM AS CLOSE TO STRICTURE AS POSSIBLE, BUT ALLOW 6" MINIMUM BETWEEN POST AND PLANT. VINE PLANTING NO SCALE CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 09/27/2024 100% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SIEGFRIED Contractor Drawing Title LANDSCAPE DETAILS III Drawing No. Construction 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Project Number: 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT AGONIS FLEXUOSA 'BURGUNDY' BURGUNDY PEPPERMINT WILLOW ARBUTUS 'MARINA' STD FORM MARINA STRAWBERRY TREE MELALEUCA QUINQUENERVIA PAPERBARK TREE SCHINUS MOLLE CALIFORNIA PEPPER TREE GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST LAGUNARIA PATERSONIA PRIMROSE TREE TREES PLANTING NOTES 1. VERIFY LOCATION OF SUBSURFACE UTILITIES, PIPES AND STRUCTURES. SHOULD UTILITIES OR OTHER WORK NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, PROMPTLY NOTIFY OWNER'S REPRESENTATIVE. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR DAMAGE ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF UTILITIES NOT SHOWN ON PLANS. 2. KEEP PLANTING CLEAN AND FREE FROM ALL CONCRETE, ASPHALTIC WASTE, LUMBER AND OTHER SUCH MATERIALS AND SHOULD BE REMOVED BY EXCAVATION OF THE SOIL AND REPLACED WITH CLEAN NATIVE TOP SOIL. 3. CLEAR AND GRUB ALL AREAS TO RECEIVE NEW PLANTING AND PREPARE SOIL PER SPECIFICATION. 4. DO NOT WORK SOIL WHEN WET TO AVOID COMPACTION. 5. NO PLANT SPECIES SUBSTITUTIONS WILL BE ACCEPTED, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. CERTIFICATES OF COMPLIANCE WILL NOT BE COMPLETED FOR PROJECTS WHICH EXCEED THE WATER USE OF SPECIFIED PLANT MATERIALS UNTIL CONFORMANCE WITH THE WATER EFFICIENT LANDSCAPE REQUIREMENTS IS ACHIEVED. 6. CONTRACT GROW PLANTS AS REQUIRED. 7. ALL PLANTS AND LAYOUT TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION OF PLANTING HOLES. 8. NOTIFY OWNER'S REPRESENTATIVE 36 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION MEETINGS. 9. SPACE GROUND COVERS TRIANGULARLY IN PLANTING AREAS. GROUND COVER KEY INDICATIONS ARE SHOWN IN LEGEND. HOLD GROUND COVER BACK IN 18 IN. FROM THE EDGE OF NEW SHRUB PLANTS UNLESS OTHERWISE. PLANT GROUND COVER WHERE SHRUBS ARE PLANTED 2 1/2 FT. APART OR MORE. 10. PLANT QUANTITIES ARE FOR INFORMATIONAL PURPOSES AND CONSTRUCTION DOCUMENT WATER USE CALCULATIONS ONLY, CONTRACTER TO VERIFY THE QUANTITY AND USE THE GRAPHIC PLANS AS A BASIS FOR QUANTITY OF PLANTS. 11. SEE DETAILS AND SPECIFICATIONS FOR PROCEDURES, MATERIALS AND INSTALLATION REQUIREMENTS. 12. PROVIDE SOILS REPORTS FOR ALL IMPORTED SOILS, PER SPECIFICATIONS AND WELO CONFORMANCE. SUBMIT REPORTS TO OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 13. KEEP ADJACENT STREETS, SIDEWALKS AND OTHER AREAS FREE OF MUD, DIRT OR SIMILAR NUISANCES RESULTING FROM EARTHWORK OPERATIONS. 14. REPLACE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE ANY DAMAGED OR DESTROYED LANDSCAPING. 15. FOR BEST RESULTS, CA NATIVE PLANT MATERIALS SHOULD NOT HAVE THEIR ROOTS DISTURBED. FOR PLASTIC CANS, REMOVE BOTTOM OF CAN, PLACE IN PLANT PIT AND CUT SIDES TO REMOVE. CUT METAL CANS IN THREE PLACES MINIMUM AND CAREFULLY SLIDE ROOT BALL INTO PLANT PIT, FOR LARGE MATERIAL, USE BOTTOM SUPPORT AS NECESSARY. 16. AREAS IDENTIFIED AS BIORETENTION PLANTING ARE FUNCTIONAL STORM WATER PLANTERS WITH AN ENGINEERED IMPORTED SOIL MIX DESIGNED FOR SPECIFIC PERFORMANCE CRITERIA. AMEND ONLY PLANTING PITS AND ASSOCIATED PLANTING BACKFILL PER THE PLANTING INSTRUCTIONS. SEE CIVIL DRAWINGS FOR BIOFILTRATION MIX AND DRAINAGE. PLANT LIST SYMBOL QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING WATER USE TREE AGO FLE 7 AGONIS FLEXUOSA 'BURGUNDY' BURGUNDY PEPPERMINT WILLOW 24" BOX 15'-0" LOW ARB MAR 6 ARBUTS X 'MARINA', STD FORM MARINA STRAWBERRY TREE, STD FORM 24" BOX 30'-0" LOW CER OCC 6 CERCIS OCCIDENTALIS WESTERN REDBUD- STD FORM 24" BOX 15'-0" VERY LOW GLE TRI 11 GLEDITSIA TRICANTHOS INERMIS 'SHADEMASTER' SHADEMASTER HONEY LOCUST 36" BOX 30'-0" LOW LAG PAT 8 LAGUNARIA PATERSONII PRIMROSE TREE 48" BOX 40'-0" LOW MEL QUI 8 MELALEUCA QUINQUENERVIA PAPERBARK TREE 24" BOX 20'-0" LOW SCH MOL 6 SCHINUS MOLLE CALIFORNIA PEPPER TREE 36" BOX 35'-0" LOW SHRUB AV 42 AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL 4' 0" LOW a 53 ANIGOZANTHOS 'HARMONY' KANGAROO PAW 1 GAL 2' 0" LOW A 47 ASPARAGUS DENSIFLORUS 'MYERS' FOXTAIL FERN 1 GAL 2' 0" MODERATE CA 51 CARPENTERIA CALIFORNICA 'ELIZABETH' ELIZABETH BUSH ANEMONE 5 GAL 4'-0" MODERATE CT 238 CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 3'-0" LOW CI 45 CISTUS x PURPUREUS ORCHID ROCKROSE 5 GAL 5'-0" LOW e 170 EPILOBIUM CANUM CALIFORNIA FUCHSIA 1 GAL 2' 0" LOW EV 23 EPILOBIUM CANUM 'EVERETTE'S CHOICE' EVERETTE'S CALIFORNIA FUCHSIA 1 GAL 4' 0" LOW F 12 FARFUGIUM JAPONICUM GIGANTEA GIANT LEOPARD PLANT 1 GAL 2'-0" MODERATE GR 5 GREVILLEA 'ROBYN GORDON' ROBYN GORDON GREVILLEA 15 GAL 6'-0" LOW HA 1 HETEROMELES ARBUTIFOLIA TOYON 15 GAL 7'-0" LOW L 52 LAVANDULA X. INTERMEDIA 'GROSSO' PURPLE LAVANDIN 1 GAL 2'-6" LOW LC 37 LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE 1 GAL 4' 0" LOW LT 215 LEYMUS TRITICOIDES CREEPING WILD RYE 1 GAL 3'-0" LOW LL 478 LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 1 GAL 3'-0" LOW MA 235 MIMULUS AURANTIACUS BUSH MONKEY FLOWER 5 GAL 3'-0" VERY LOW MC 22 MYRTUS COMMUNIS 'VARI EGATA' VARIGATED MYRTLE 15 GAL 6'-0" LOW RS 3 RIBES SPECIOSUM FUCHSIA -FLOWERING GOOSEBERRY 5 GAL 5'-0" LOW SA 32 SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL 4' 0" LOW t 123 TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL 1'6 LOW TF 32 TEUCRIUM FRUTICANS 'AZUREUM' BUSH TEUCRIUM 5 GAL 4' 6" LOW GROUNDCOVER H 54 HELIANTHEMUM 'WISLEY PINK' WISLEY PINK SUNROSE 1 GAL 3'-0" LOW i 89 LIRIOPE MUSCARI 'BIG BLUE' LILY TURF 1 GAL 1'-0" MODERATE MY 75 MYOPORUM PARVIFOLIUM 'FINE LEAF FORM' CREEPING MYOPORUM 1 GAL LOW s 43 SENECIO MANDRALISCAE BLUE CHALKSTICKS 1 GAL 1'-6" LOW VINE H 16 HARDENBERGIA VIOLACEA 'HAPPY WANDERER' PURPLE VINE LILAC 15 GAL PER PLAN MODERATE ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 DATE 07/30/2024 ISSUE DESCRIPTION RECONCILIATION SET Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction ■ C Drawing Title PLANT LIST AND NOTES Drawing No. Preliminary Design. Not For Construction Purposes. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SIEGFRIED 0-L3.2 SEI Job No. 23204 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT 1 1/2" R AT EDGES, 1/4" AT ALL EXPOSED EDGES THICKENED EDGE 8" SECTION EXPANSION JOINT: 3/8" WIDE WITH EXPANSION JOINT FILLER, SEAL TOP OF JOINT WITH CAULK, SEE ALSO GEOTECHNICAL REPORT FOR RECOMMENDATIONS REINFORCEMENT: #4 REBAR, EACH WAY, 18" O.C. CONTROL JOINT: 1/4" WIDE x 1/4 OF PAVING THICKNESS, SAWCUT CONSTRUCTION JOINT: 1/4" WIDE x DEPTH OF PAVEMENT. ROUGHEN EDGE OF SLABS TO 1/4" AMPLITUDE. EXTEND HALF OF THE REBAR THROUGH THE CONSTRUCTION JOINT, 2 BARS MIN. PEDESTRIAN CONCRETE PAVING ONLY, S.C.D. FOR VEHICULAR PAVING DEPTHS COMPACTED AGGREGATE BASE, 95% NOTES: COMPACTED SUBGRADE, 95% 1. INSTALL EXPANSION JOINT IN PAVING AS SHOWN AND WHERE PAVING ABUTS WALLS, BUILDINGS, AND STAIRS. 2. CAULK/SEALANT TO MATCH COLOR OF ADJACENT PAVING, TOOL THE SEALANT. SCORELINE SCHEDULE PATH WIDTH SCORE JOINT SPACING EXPANSION JOINT SPACING 4'-0" 4' O.C. 16' O.C. 5'-0" 5' O.C. 20' O.C. 6' OR GREATER 12' O.C. 24' O.C. PROVIDE SCORE JOINTS IN CONCRETE AT RIGHT ANGLES TO THE PAVING OR AS SHOWN, SPACING ACCORDING TO TABLE ABOVE UNLESS (1TIHFRWRP q 4CIWN CONCRETE PAVING -PEDESTRIAN CONCRETE CURB OR WALL, SEE PLANS 6" x 36" THICK PAVERS, THICKNESS 2 3/4" (PEDESTRIAN TRAFFIC ONLY), HAND TIGHT, SAND SWEPT JOINTS 1.5" BEDDING COURSE OF WASHED CONCRETE SAND, ASTM C-33 CONCRETE BAND OR CONCRETE PAVING, SEE PLANS COMPACTED AGGREGATE BASE, DEPTH CHART: PEDESTRIAN USE: 4" DEPTH VEHICULAR USE: S.C.D. COMPACTED SUBGRADE, SEE GEOTECHNICAL REPORT PAVER COLOR NOTES: 1. WHERE A PAVER LESS THAN 30% OF A FULLSIZE PAVER WOULD BE REQUIRED TO END A LINE OF PAVERS IN THE RUNNING BOND, PUT THE END TWO PAVERS IN THE LINE WITH NEITHER PAVER BEING LESS THAN 30%. END WITH A FULL SIZE UNCUT PAVER AT PLANTER WALLS WHERE POSSIBLE. 2. LINEAR UNIT PAVERS: ECO PREMIER H-SERIES PAVERS: 6" X 36", PATTERN: STACKED BOND, COLOR: HEP-50 MANUFACTURED BY WAUSAU TILE, TELEPHONE: (715) 359-3121, WEB: wausautile.com 3. DEPTH AND SUB DRAINAGE PER GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT LINEAR UNIT PAVERS CONCRETE CURB OR WALL, SEE PLANS 24" SQ. PAVERS, THICKNESS 2 1/2", HAND TIGHT, SAND SWEPT JOINTS 1.5" BEDDING COURSE OF WASHED CONCRETE SAND, ASTM C-33 CONCRETE BAND OR CONCRETE PAVING, SEE PLANS COMPACTED AGGREGATE BASE, DEPTH CHART: PEDESTRIAN USE: 4" DEPTH VEHICULAR USE: S.C.D. COMPACTED SUBGRADE, SEE GEOTECHNICAL REPORT PAVER COLOR NOTES: 1. WHERE A PAVER LESS THAN 30% OF A FULLSIZE PAVER WOULD BE REQUIRED TO END A LINE OF PAVERS IN THE STACKED BOND SHOWN, ORDER AND INSTALL OVERSIZED PAVERS TO AVOID "SLIVERS". 2. SQUARE UNIT PAVERS: ECO PREMIER H-SERIES PAVERS: 6" X 36", PATTERN: STACKED BOND, COLOR: HEP-70 MANUFACTURED BY WAUSAU TILE, TELEPHONE: (715) 359-3121, WEB: wausautile.com 3. DEPTH AND SUB DRAINAGE PER GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT 3 SQUARE UNIT PAVERS - PEDESTRIAN 0-L5.0 3/4" = 1'-0" CONCRETE CURB OR WALL, SEE PLANS ,r ram,---4 dm P dIalPO4 24" SQ. PAVERS, THICKNESS 4", MORTAR JOINTS MORTAR BED 6" CONCRETE BASE W/ #4 BARS, 18" O.C. EW. 6" AGGREGATE BASE COURSE CONCRETE BAND OR CONCRETE PAVING, SEE PLANS COMPACTED SUBGRADE, SEE GEOTECHNICAL REPORT PAVER COLOR NOTES: 1. WHERE A PAVER LESS THAN 30% OF A FULLSIZE PAVER WOULD BE REQUIRED TO END A LINE OF PAVERS IN THE STACKED BOND SHOWN, ORDER AND INSTALL OVERSIZED PAVERS TO AVOID "SLIVERS". 2. LINEAR UNIT PAVERS: ECO PREMIER H-SERIES PAVERS: 6" X 36", PATTERN: STACKED BOND, COLOR: HEP-70 MANUFACTURED BY WAUSAU TILE, TELEPHONE: (715) 359-3121, WEB: wausautile.com 3. DEPTH AND SUB DRAINAGE PER GEOTECHNICAL REPORT, WHICHEVER IS MORE STRINGENT 4 SQUARE UNIT PAVERS - VEHICULAR 0-L5.0 3/4" = 1'-0" affiserwitalffi BENCH: ACCOYA WOOD NOTES: PLANTER: CORTEN OR 1. PLANTER TO BE BOTTOMLESS. MANUFACTURER TO ALT: POWDER COATED PROVIDE FOOTING DETAILS. 2. PLANTER:ROUGH & READY BIG GREEN BENCHES, BENCH: ACCOYA WOOD, PLANTER: TBD MANUFACTURER: STREETLIFE TELEPHONE: 215-247-0148 ' 8 PLANTER WITH BENCH \L5 J 1" = 1 '-0" 0-L5� 3/4" = 1'-0" ADJACENT CONCRETE PAVING WITH THICKENED EDGE, FLUSH WITH ADJACENT RUBBER SURFACING RUBBER SAFETY SURFACING TILES, LAID IN STACKED BOND PATTERN 4" PERVIOUS CONCRETE BASE, S.C.D. FOR DRAINS AND SLOPES CONCRETE BAND, FLUSH WITH ADJACENT RUBBER SURFACING ADJACENT GRAVEL PAVING, SEE PLANS DRAINAGE BASE PER GEOTECHNICAL RECOMMENDATIONS COMPACTED SUBGRADE, 95% NOTES: 1. SAFETY SURFACE TILE: duraSAFE PLUS SERIES RUBBER TILES, COLOR: SLATE GREY, 2. MANUFACTURED BY sofSURFACES, TELEPHONE: 800-263-2363, WEB: sofsurfaces.com 3. TILE THICKNESS IS ESTIMATED TO BE 2" THICK, CONTRACTOR TO CONFIRM THICKNESS PRIOR TO INSTALL. 4. INSTALL PER MANUFACTURERS INSTRUCTIONS. 5. CONNECT TO STORM DRAINAGE SYSTEM, S.C.D. SLOPE BOTTOM SURFACE OF PERVIOUS CONCRETE TOWARD DRAINAGE SYSTEM. 6. TOP SURFACE OF THE RUBBER SURFACING TO NOT EXCEED 2% IN ANY DIRECTION 5 \ RESILIENT SAFETY SURFACING TILES 0-L5.0 1" = 1'-0" Reed PLANTER COLOR NOTES: 1. SEE PLAN FOR LOCATIONS. 2. PLANTER 1: 60"x24"x30"H WILSHIRE RECTANGULAR PLANTER, FRP FIBERGLASS, MODEL: WR-602430, COLOR: REED, FINISH: SMOOTH 3. PLANTER 2: 60"x36"x30"H WILSHIRE RECTANGULAR PLANTER, FRP FIBERGLASS, MODEL: WR-603630, COLOR: REED, FINISH: SMOOTH 4. MANUFACTURER: TOURNESOL SITEWORKS TELEPHONE: (800) 542-2282 WEB: tournesol.com 5. DRAINAGE PIPES AT EACH DRAINAGE HOLE OF PLANTER, S.C.D. FOR DRAINAGE. 6 0-L5.0 3/4" = 1'-0" ADJACENT PLANTING AREA METAL EDGE SUPPORT STAKE PAVERS NOTES: 1. EDGE: 1/4" THICK X 5.5" DEEP STEEL HEADER 2. SUPPORT STAKE: 1/2" WIDE X 12" LONG, LOCK AT 1/2" BELOW TOP EDGE OUT OF VIEW. 3. INSTALL PAVING FLUSH WITH TOP OF HEADER. 4. MAKE ALL CURVES AND SLOPED SECTIONS SMOOTH AND CONTINUOUS. 5. INSTALL EDGING BETWEEN PAVERS AND PLANTING AREAS, UNLESS OTHERWISE SHOWN. METAL EDGING AT PLANTING AREA 0-L5.0 1" = 1'-0" Reed RECEPTACLE COLOR eft inurnEsnl Wilshire Rery[1er, FR F, NOTES: 1. SEE PLAN FOR LOCATIONS. 2. 38"L x 22"W x 33"H WILSHIRE RECTANGLE, FRP FIBERGLASS, MODEL: WR-REC-02, COLOR: REED, FINISH: SMOOTH 3. MANUFACTURER: TOURNESOL SITEWORKS TELEPHONE: (800) 542-2282 WEB: tournesol.com WASTE RECEPTACLES 1" = 1'-0" 11 7 NOTES: 1. SEE PLAN FOR SPACING, SURFACE MOUNTED 2. EMERSON BIKE RACK, COLOR: TBD 3. MANUFACTURER: LANDSCAPE FORMS TELEPHONE: (800) 430-6209 WEB: landscapeforms.com/ BIKE RACKS \0-L5.0i 1" = 1'-0" AINEM NOTES: 1. SEE PLAN FOR LOCATION. 2. TREE GRATE: 8'x4' JAMISON TREE GRATE, WILSHIRE RECTANGULAR CAST GREY IRON ASTM A48 (STANDARD), FINISH: NATURAL RAW UNFINISHED 3. MANUFACTURER: URBAN ACCESSORIES TELEPHONE: (877) 487-0488 WEB: urbanaccessories.com TREE GRATE 0-L5.0 1" = 1'-0" ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 DATE ISSUE DESCRIPTION 07/30/2024 RECONCILIATION SET Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction C Drawing Title LANDSCAPE DETAILS AND IMAGERY Drawing No. P N L J H F E D Preliminary Design. Not For Construction Purposes. SIEGFRIED SEI Job No. 23204 0-L5.0 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT SEE LAYOUT PLAN 1/4" GAP, TYP. SEE LAYOUT PLAN— --/ i %/F ,/ / �i( ,/ r MI _ / 7i� i N ,, ' = 1 ■!!■!ll..a NJ I4 Al( % ///4';/ WALL PLAN VIEW LILL //i iiiii� do1m i f I Ppm �4S411J114 __ w*- I i I 1- , ifl-i . IF WALL FRONT ELEVATION 1 STEEL SUBSTRUCTURE & BRACKETS, BEYOND 3X3 ACCOYA WOOD PLANKS GABION MESH & GABION FILL BEYOND 2X3 ACCOYA WOOD PLANKS, MITERED EDGE GABION MESH & GABION FILL BEYOND FINISH SURFACE NOTES: 1. GABION METAL MESH: 4GA, 5' & 6' LENGTHS, MANUFACTURER: GABION 1, WEB: gabion1.com 2. GABION FILL: APACHE SUNSET WALL ROCK OR APPROVED EQUAL; MIN. 4" AND UNABLE TO PASS THROUGH GABION METAL MESH; MANUFACTURER: EARTH STONE ROCK, WEB: earthstonerock.com/ 3. BENCH: CUSTOM BUILT AS SHOWN, WOOD: ACCOYA, FINISH: TO MATCH "PLANTER WITH BENCH" 4. GABION FILL TO BE LEVEL AT THE TOP WITH A MINIMUM OF 1/2" GAP BETWEEN BASKET AND ROCK. STACK AND COMPACT ROCKS TO ACCOUNT FOR SETTLING. 1 GABION WALL & BENCH L5.2 3/4" = 1'-0" 8" 8'-0" HEIGHT MIN. VERIFY IN FIELD WALL CAP: 2" X 8" X 16" NOMINAL FULL SIZE WALL BLOCK: 8" x 8" x 16" NOMINAL, PLASTER FINISH ON ALL SIDES 1/4" CONCAVE MORTAR JOINT FINISH GRADE OF ADJACENT PAVING OR PLANTING AREA I I I WALL SECTION WALL ELEVATION ADJACENT PAVING, SEE PLANS 1- / WALL SECTION 3" LATCH CLEARANCE 2X3 ACCOYA WOOD PLANKS, MITERED EDGE 3X3 ACCOYA WOOD PLANKS STEEL SUBSTRUCTURE & BRACKETS GABION MESH GABION FILL WOOD STAKES, 12-14" O.C. MAX COMPACTED BASE ROCK COMPACTED SUBGRADE 3'-6" n AA A n n A 2" HINGE CLEARANCE NOTES: 1. S.A.D. FOR CMU FINISH TO MATCH. 2. WALL TO BE FREESTANDING, KEEP WALL 3" MAX FROM BUILDING WALL & FENCE. 3. S.S.D. FOR WALL FOOTING. 4. GATE: CONTRACTOR TO PROVIDE SHOP DRAWINGS AND STRUCTURAL ENGINEER SIGNED DRAWINGS OF GATE POST FOOTINGS. 5. GATE: AMERISTAR STALLWART SYSTEM, COLOR: SAND, STYLE: CLASSIC 2 CMU WALL & METAL SECURITY GATE 0-L5.2 0-L5.3 3/4" = 1'-0" 8' - 0" O.C. TYP. 0 Co 0 Z N • • • • • • • • • • n n n n n (1 n n n r 1- 2" TOP AND BOTTOM RAILS 3"x2.75" POST, I BEAM 12ga PICKET BRACKET FINISH GRADE NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND STRUCTURAL ENGINEER SIGNED P _ '0 2. FENCE: AMERISTAR MONTAGE II CLASSIC 3-RAIL, COLOR:BLACK, STYLE: CLASSIC 0L9" 0S IT fN.IPE'''TI• e I E 4T F• N eN H ,A TA WEST SIDE SO THEY DO NOT BURN ON DARK COLOR METALS. 4. DRAWING ABOVE PROVIDED FOR REFERENCE ONLY. MANUFACTURER TO PROVIDE SHOP DRAWINGS. 3 METAL FENCE 1/2" = // 3 3/4" TYP. J METAL GATE ELEVATION 2" POST 3"x2.75" POST, I BEAM 12ga 2" TOP AND BOTTOM RAILS ADJACENT CMU WALL PANIC BAR AND MOUNTING PLATE, MOUNTED ON INSIDE/BUILDING SIDE PULL LEVER, MOUNTED ON OUTSIDE/PLAY AREA SIDE PICKET HINGE ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 L J NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 07/30/2024 RECONCILIATION SET 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERA,&t Construction ■ Drawing Title LANDSCAPE DETAILS Drawing No. 0-L5.2 Preliminary Design. Not For Construction Purposes SIEGFRIED SEI Job No. 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 uTurAE F F 11 TBALL 10 CLIENT (1 *31:L5.3 SECTION PLANTING TREE PLANTING W CARDBOARD MULCH 1/2" = SECTION UNDISTURBED SOIL 2X WIDTH OF ROOTBALL 3 PLANTING TREE WITHIN STORMWATER TREATMENT AREA TREE, SET PLUMB TREE TIES, (2) LOOP IN FIGURE 8 AROUND TREE & STAKES AS SHOWN, SCREW TO STAKES - 2 SCREWS PER STAKE TREES STAKES ONLY AS REQUIRED, HEIGHT AS REQUIRED TO SUPPORT TREE, SET VERTICAL, DO NOT PENETRATE ROOTBALL 1" x 3" CROSSTIE BACKFILL 3" THICK MULCH 2 LAYERS OF CARDBOARD BENEATH COMPOST FINISH GRADE OF ADJACENT PAVING BACKFILL OR AMENDED EXISTING SOIL WITH COMPOST, PER SOILS REPORT SUBGRADE TREE, SEE TREE PLANTING DETAIL FOR STAKING 3" THICK MULCH BIOFILTRATION SOIL MIX UP TO ROOTBALL, S.C.D. FOR INSTALL DEPTH AND SOIL TYPE ADJACENT CURB, S.C.D. SET TREE ATOP UNDISTRUBED SOIL FOR 3X WIDTH OF THE ROOTBALL SUBGRADE PROTECT TREE FROM VANDALISM PREVAILING WIND 0-L5.3.1 1/2" = 1'-0" III III III III III EDGE OF GROUNDCOVER AREA PLANT, TYP. TRIANGULAR SPACING: X = TYPICAL PLANT SPACING SEE PLANT LEGEND CULTIVATED PLANTING BED PLANT, TYP. FINISH GRADE 3" THICK MULCH 2 LAYERS OF CARDBOARD COMPOST AMENDED BACKFILL SUBGRADE PROVIDE POSITIVE DRAINAGE OF PLANT PIT, SEE SPECS FOR PERCOLATION TEST PLANTING AT CONCRETE ENLARGEMENT NOTES: 1. OVERLAP CARDBOARD PIECES - 8" MINIMUM. 2. SET DRIP IRRIGATION TUBING 4" BELOW FINISH GRADE OF SOIL, NOTE THIS DOES NOT INCLUDE MULCH DEPTH, SEE IRRIGATION PLANS. PLAN VIEW TREE TREE TIES -------TREE STAKES CROSS TIE AT OAK TREES IN LAWN AREA OR TREES IN AREAS OF POOR DRAINAGE PROVIDE TREE DRAIN/CHMINEY TREE --SUBGRADE 18' DIAMETER AUGERED CHIMNEY WITH 1-1/2" DIAMETER DRAIN ROCK, DEPTH TO BE 4' DEEP OR TO DEPTH WHERE WATER DRAINS WITHIN AN 8 HOUR PERIOD ROOTBALL SET 1" ABOVE FINISH GRADE FINISH GRADE 3" THICK MULCH 2 LAYERS OF CARDBOARD COMPOST OR BACKFILL SUBGRADE, SCARIFY SURFACE OF BOTTOM OF PLANTING PIT REST ROOTBALL ON NATIVE SOIL PROVIDE POSITIVE DRAINAGE OF PLANT PIT, SEE SPECS FOR PERCOLATION TEST %% 1/3 TREE, SET PLUMB 48" 3 STAKE CROSS BRACE (3) 2" DIA. x 12' LONG WOOD STAKES (3) MODEL 200 GREEN SLEEVES BRACKETS, 2.37 I.D. FITS 2" WOODEN STAKE TO SECURE THE TREE TIES TO THE STAKES RUBBER CORDED TREE TIE ADJACENT CURB, S.C.D. SET CROWN OF ROOT BALL 1" ABOVE FINISH GRADE DECOMPOSED GRANITE, 3" DEEP, HAND TAMPED. HOLD BACK 1" FROM TRUNK FLARE FINISH GRADE OF ADJACENT PAVING ROOT BARRIER, ALL SIDES OF PLANTING PIT. ROOT BARRIER TO BE PLACED FLAT ALONG ENTIRE PERIMETER OF PLANT PIT. AMENDED BACKFILL, AMEND & TILL ENTIRE LENGTH OF PLANTING BED UNDISTURBED SUBGRADE PLAN VIEW SECTION _ ROOT BALL, CENTER NOTES: IN PLANTER 1. LOCATE TREE STAKES ON PREVAILING WIND SIDE WHEN TREE IS IN LEAF. ADJUST BRACING & TIES TO AVOID CONFLICT WITH LIMBS. 2. ROOT BARRIER: DEEP ROOT CORP, MODEL UB24-2 AND/OR UB36-2 OR EQUAL WITH GROUND LOCKS. INSTALL FLUSH TO SOIL GRADE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. TOP OF ROOT CONTROL BARRIER MUST BE AT FINISHED GRADE OF SOIL (NEVER BELOW GRADE). 4. DURING CONSTRUCTION THE ROOT CONTROL BARRIER CAN BE PLACED AGAINST THE INSIDE OF THE CONCRETE FORM WORK. 5. THE RAISED ROOT DEFLECTORS MUST BE FACING INWARD TOWARD THE TREE. 6. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 7. PROVIDE ROOT BARRIER FOR ANY TREE ADJACENT TO CURB, PAVING OR WALLS. ROOT DEFLECTORS MUST FACE TREE. PLANTING STREET TREE WITH ROOT BARRIER 1/2" = 3" MULCH/COMPOST LAYER CARDBOARD, FOLDED DOWN AT PAVEMENT EDGE AMENDED SOIL CONCRETE PAVING PLANTING AT CONCRETE ENLARGEMENT NOTES: 1. OVERLAP CARDBOARD PIECES - 8" MINIMUM. 2. SET DRIP IRRIGATION TUBING 4" BELOW FINISH GRADE OF SOIL, NOTE THIS DEPTH DOES NOT INCLUDE MULCH DEPTH, SEE IRRIGATION PLANS. 4 PLANTING SHRUB W CARDBOARD MULCH 0-L5.3 3/4" = 1'-0" 3" MULCH LAYER CARDBOARD, FOLDED DOWN AT PAVEMENT EDGE AMENDED SOIL CONCRETE PAVING 6 PLANTING VINE METAL FENCE VINE, TIE TO FENCE WITH VINYL TAPE, TRAIN ALL MAIN VINE STALKS TO FENCE WITH A MINIMUM OF 4 TIES PER VINE; SEE ALSO SPECS 3" MULCH VINE POCKET OR PLANTING AREA, SEE PLAN ADJACENT PAVING OR CURB 0-L5.3 3/4" = 1'-0" CURB, S.C.D. ROOT BALL TREE ROOT BARRIER EDGE OF TREE WELL, SEE LAYOUT PLAN FOR DIMENSIONS ADJACENT PAVING ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 L J NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 07/30/2024 RECONCILIATION SET Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction C Drawing Title PLANTING DETAILS Drawing No. 5 PLANTING GROUNDCOVER W CARDBOARD MULCH 0-L5.3 3/4" = 1'-0" Preliminary Design. Not For Construction Purposes. SIEGFRIED 0-L5.3 SEI Job No. 23204 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 8 7 4 3 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:39 PM D C COLD -FORMED STEEL FRAMING NOTES 1. SEE PLANS, DETAILS, AND ARCHITECTURAL DRAWINGS FOR METAL FRAMING LOCATIONS. SEE ARCHITECTURAL DRAWINGS FOR WALL WIDTHS AND CONFIGURATIONS. 2. EACH FRAMING MEMBER IS DESIGNATED BY A FOUR PART CODE INDICATING THE SIZE (BOTH DEPTH AND FLANGE WIDTH), STYLE, AND MATERIAL THICKNESS. FOR EXAMPLE, 600S162-54: 600 - MEMBER DEPTH IN 1/100" (6") S - MEMBER STYLE - S=STUD, T=TRACK 162 - FLANGE WIDTH IN 1/100" (1 %") 54 - MATERIAL THICKNESS IN MILS (0.054") 3. TYPICAL METAL STUDS AND FRAMING ARE PER SCHEDULE 1/0-S1.30 UNO. SUBMIT SHOP AND ERECTION DRAWINGS AND MANUFACTURER'S INFORMATION SHOWING CONFORMANCE TO CRITERIA SHOWN ON DRAWINGS AND SPECIFICATIONS. MINIMUM METAL THICKNESS = 33MILS (20GA). 4. TYPICAL TRACKS ARE SAME GAUGE (MILS) AS STUD, 43 MILS MINIMUM UNO. FLANGE TO BE 11/2" MIN. 5. ALL STUDS TO BE CONTINUOUS. ALL TRACKS IN HEADERS AND SILLS TO BE CONTINUOUS SINGLE -PIECE BETWEEN JAMB STUDS OR PARAPET POSTS. 6. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS OR WELDING. SCREWS OR WELDS NOT SHOWN SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED -UP WITH A ZINC -RICH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. 7. EXPANSION ANCHOR OR SCREW ANCHOR SIZE AND EMBEDMENT ARE AS REQUIRED PER DRAWINGS. MINIMUM STEEL EDGE DISTANCE IN TRACK IS 2x ANCHOR DIAMETER AND MINIMUM SPACING IS 3x ANCHOR DIAMETER UNO. SEE EXPANSION OR SCREW ANCHOR SCHEDULE FOR CONCRETE REQUIREMENTS. FOR EXPANSION ANCHOR THROUGH METAL TRACK, USE 3" SQUARE x 1/2" PLATE WASHER (OR EQUIVALENT ROUND WASHER) AT TRACK. DRILL HOLE IN PLATE WASHER FOR EXPANSION ANCHOR AS NEEDED TO ACHIEVE MINIMUM EDGE DISTANCES. 8. NON -BEARING STUDS TO BE LATERALLY BRACED WITH GYPSUM BOARD BOTH SIDES PER CBC OR BRACED AT 4'-0"oc MAXIMUM PER 1/0-S1.31 .GYPSUM BOARD MAY NOT BE USED FOR BRACING AT BEARING STUDS. 9. TYPICAL STUD -TO -TRACK CONNECTIONS PER 6/0-S1.30 UNO. MAXIMUM GAP OF 1/" IS ALLOWED BETWEEN STUDS AND TRACK AT STANDARD WALLS. TRIM STUDS TO FULLY BEAR. 10. TYPICAL WALL INTERSECTIONS PER 14/0-S1.30 UNO. 11. PROVIDE LIGHT GAUGE METAL BACKING FOR ARCHITECTURAL FINISHES AND FURNISHINGS SAD. 12. CEILING FRAMING PER 7/0-S1.31 . 13. TYPICAL PUNCHOUTS PER 2/0-S1.31 . 14. WALLS AT SEISMIC SEPARATION JOINTS SHALL BE FRAMED AS EXTERIOR WALLS UNO. 15. FOR POWER ACTUATED FASTENERS (PAF) UNO: BASE MATERIAL FASTENER TYPE SIZE MINIMUM SPACING MINIMUM EDGE DISTANCE NOTES CONCRETE HILTI X-U (ICC ESR-2269) 0.157"0 MIN 11/4" LONG 4„ 3„ DO NOT USE PAF AT CONCRETE CURB STRUCTURAL STEEL HILTI X-U (ICC ESR-2269) 0.157"0x%" LONG 1 /2 16. ALL SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. TYPICAL SHEATHING: A. FLAT ROOF SHEATHING (SLOPE 2:12 OR LESS): '/32" T&G APA RATED SHEATHING (40/20) EXP 1 WITH #8 @ 6"oc EDGES (PES) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. BLOCK EDGES WITH 362S162-43 SECTION LAID FLAT WHERE NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. B. SLOPING ROOF SHEATHING (SLOPE GREATER THAN 2:12): 1%2"APA RATED SHEATHING (32/16) EXP 1 WITH #8 @ 6"oc EDGES (PES) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. PROVIDE SHEATHING CLIPS AT UNSUPPORTED EDGES UNLESS NOTED TO BE BLOCKED ON PLANS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. C. FLOOR SHEATHING: 23/32" T&G APA RATED SHEATHING (48/24) EXP 1 WITH #8 @ 6"oc EDGES (PES) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS IMMEDIATELY PRIOR TO FULL NAILING (DO NOT SPOT SCREW). BLOCK EDGES WITH 362S162-43 SECTION LAID FLAT AS NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. SUBFLOOR GLUE NOT REQUIRED. MATERIAL DATA (INFORMATION SHOWN IS FOR STRUCTURAL DESIGN REFERENCE ONLY. SEE THE PROJECT SPECIFICATIONS FOR ALL MATERIAL SPECIFICATIONS.) CONCRETE 28-DAY MINIMUM DESIGN STRENGTH: F'c = 3,000 PSI FOUNDATIONS (DESIGNED FOR 2,500 PSI) F'c = 3,000 PSI INTERIOR SLAB ON GRADE F'c = 3,000 PSI COLUMNS REINFORCING STEEL: ASTM A615 GRADE 60 OR A706 GRADE 60 (F,, = 60,000 PSI) STRUCTURAL STEEL (UNO): W SHAPES - ASTM A992 (Fy = 50,000 PSI) ANGLES, CHANNELS, AND PLATES - ASTM A36 (Fy = 36,000 PSI) RECTANGULAR HSS - ASTM A500 GRADE C (Fy = 50,000 PSI) ROUND HSS - ASTM A500 GRADE C (Fy = 46,000 PSI) PIPES - ASTM A53 GRADE B (Fy = 35,000 PSI) FASTENERS: MACHINE BOLTS - ASTM A307 GRADE A HIGH STRENGTH BOLTS - ASTM F3125 GRADE A325 OR F1852 UNO ANCHOR RODS - ASTM F1554 GR 36 UNO ARC -WELDING ELECTRODES - E70 COLD FORMED METAL FRAMING YIELD STRENGTH: Fy = 33,000 PSI 33 & 43 MILS (20 & 18 GAUGE) F,, = 50,000 PSI 54, 68, & 97 MILS (16, 14, & 12 GAUGE) MASONRY COMPRESSIVE STRENGTH: F'm = 2,000 PSI WOOD BASE DESIGN STRESSES (UNO): SAWN LUMBER MEMBER SPECIES AND MINIMUM GRADE, UNO F ( PSI) b F (PSI)E (PSI) 6x POSTS DOUGLAS FIR - #1 1200 170 1.6x106 6x BEAMS DOUGLAS FIR - #1 1350 170 1.6x106 4x POSTS & BEAMS DOUGLAS FIR - #1 1000 180 1.7x106 2x JOISTS, RAFTERS DOUGLAS FIR - #2 900 180 1.6x106 R MATERIAL DOUGLAS FIR - #2 900 180 1.6x106 2x STUDS DOUGLAS FIR - #2 900 180 1.6x106 GLUE -LAMINATED WOOD DES GN STRESSES: Fb = 2,400 PSI, F„ = 265 PSI FOR SIMPLE SPAN BEAMS. MANUFACTURED WOOD PRODUCTS: LVL (JOISTS) LSL (BLOCKING, LEDGERS) PSL (BEAMS, JOISTS) PSL (POSTS) Fb = 2,600 PSI Fb = 1,700 PSI Fb = 2,900 PSI Fc = 2,500 PSI (PARALLEL) E = 2.0x106 PSI E = 1.3x106 PSI E = 2.2x106 PSI E = 1.8x106 PSI FOR METAL CONNECTOR DESIGNATION REFER TO SIMPSON STRONG -TIE PER SPECIFICATIONS. SHEAR WALL NOTES 1. PEN = PLYWOOD/OSB SHEATHING EDGE NAILING. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL UNO. BLOCK EDGES WITH 3x MATERIAL WHERE NAILING IS 4"oc OR LESS. SEE 11/0-S1.20 FOR NAIL STAGGER AT ALL 3x. 2. FIELD NAILING TO BE 12"oc UNO. 3. ALL SHEATHING NAILS TO BE COMMON WIRE. SEE F/O-S0.10AND SPECIFICATIONS FOR OTHER NAIL REQUIREMENTS. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS TO HAVE SHEATHING AND PEN NAILING PER SHEAR WALL TYPE 'A'. 5. SHEAR WALL LENGTHS, WHERE NOTED, ARE MINIMUM. DO NOT LOCATE HOLDOWNS FROM THESE DIMENSIONS. SAD FOR ACTUAL WALL LENGTHS. 6. HOLDOWN REFERS TO SIMPSON STRONG TIE CO. HOLDOWNS. INSTALL HOLDOWNS AND REQUIRED POSTS PER 8/0-S1.20 AND 9/0-S1.20 SEE PLANS FOR OTHER REQUIREMENTS. 7. EDGE NAIL WALL SHEATHING TO STUDS OR POSTS WITH HOLDOWNS. 8. PORTIONS OF INTERIOR WALL SURFACES ADJACENT TO SPECIFIED SHEAR WALLS SHALL BE SHEATHED FOR THE FULL, UNINTERRUPTED LENGTH TO MATCH EXTERIOR WALLS OR WITH GYPSUM BOARD OF THE SAME THICKNESS TO PROVIDE AN EVEN WALL SURFACE FOR FINISH MATERIALS. 9. SHEAR WALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE STAGGERED HORIZONTAL OR VERTICAL SPLICE JOINTS. 10. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"oc ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 11. ANCHOR BOLTS (AB) FOR SHEAR WALLS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES SQUARE IN SIZE, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE AB DIAMETER AND A SLOT LENGTH NOT TO EXCEED 13/ ", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. PLATE WASHER TO EXTEND WITHIN 1/2" OF SHEAR WALL SHEATHING UNO. PROVIDE OVERSIZED PLATE WASHER OR OFFSET AB AS REQUIRED. AT DOUBLE -SIDED SHEAR WALLS, STAGGER AB AS REQUIRED. AB TO BE PLACED A MINIMUM OF 41/2" AND A MAXIMUM OF 12" FROM ENDS OF ALL SILL PLATES AND AT NOTCHES IN SILL PLATES. 12. NO OPENINGS ARE ALLOWED IN SHEAR WALLS UNLESS SHOWN ON THE STRUCTURAL PLANS. OPENINGS NOTED ARE PER 6/0-S1.20. COORDINATE ANY OPENINGS NOT SHOWN WITH THE STRUCTURAL ENGINEER. SHEAR WALL SCHEDULE SW APA RATED EXP 1 SHEATHING NAILING (PEN) ANCHORAGE REMARKS ��.0 BOLT FDN AT FRAMING 2 2x SILL 3x SILL 16d A35 SCREW 1 O 1%2" (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc © 1%2" (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc 3x MIN AT ALL ADJOINING PANEL EDGES © 1%2" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc © 1%32" (32/16) CD 10d @ 2"oc 16"oc (2) Ro WS 8"oc 6"oc OE 1%2 " (32/16) CD BOTH SIDES 10d 3"oc @ 12"oc (2) ROWS @2°° 6"oc (2) ROWS @6°° NOTES: 1. 2x SILL: SDSY4x41/2" OR SDWS 0.22"x4". AT 3x SILL : SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW © 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. MANUFACTURED ROOF TRUSS NOTES 1. MANUFACTURED ROOF TRUSSES ARE AT 24"oc UNO. 2. REFER TO PLAN FOR ROOF TRUSS TYPE. REFER TO ARCHITECTURAL DRAWINGS FOR SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPAN, DRAINAGE, ETC. LOCATION OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. 3. MANUFACTURER SHALL PROVIDE THE FOLLOWING: TRUSS CALCULATIONS AND TRUSS DESIGN DRAWINGS (INCLUDING TRUSS LAYOUT PLAN), BOTH PREPARED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER (STATE OF CALIFORNIA). TRUSS CALCULATIONS AND TRUSS DESIGN DRAWINGS SHALL BE PROVIDED FOR EACH TRUSS PROFILE TYPE PER CBC SECTION 2303.4. THE TRUSS LAYOUT PLAN SHALL SHOW ALL TRUSS TYPES, TRUSS PLACEMENT LOCATIONS, PERMANENT AND TEMPORARY BRACING LOCATIONS, ALL TRUSS TO TRUSS CONNECTIONS, ALL LIVE AND DEAD LOADING CONDITIONS, AND TRUSS HANGERS. TRUSS CALCULATIONS SHALL BE BASED UPON LOADS, BEARING POINTS, AND CONDITIONS SPECIFIED HEREIN. TRUSS LAYOUT, TRUSS PROFILES, LOCATIONS OF GIRDER TRUSSES AND BEARING LOCATIONS SHALL BE AS SHOWN ON THE STRUCTURAL PLANS. 4. NO UPLIFT REACTIONS AT SUPPORT POINTS DUE TO APPLICATION OF VERTICAL LIVE OR DEAD LOADS ARE ALLOWED. 5. THE CONTRACTOR SHALL VERIFY TRUSS DIMENSIONS, MECHANICAL LOADS AND LOCATIONS. ETC., AND AFFIX A REVIEW STAMP PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. 6. CHANGES MADE IN TRUSS LAYOUT CONFIGURATION REQUIRING ADDITIONAL ENGINEERING REVIEW AND/OR DETAILING WILL BE CONSIDERED A SUBSTITUTION AND EXTRA SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF INVESTIGATING AND REVIEWING THE ADEQUACY AND/OR ACCEPTABILITY OF SUCH SUBSTITUTION. 7. THE CONTRACTOR SHALL SUBMIT TRUSS SUBMITTAL PACKAGE TO THE ARCHITECT/ENGINEER FOR REVIEW AND COMMENT. FOLLOWING ARCHITECT/ENGINEER REVIEW, CONTRACTOR SHALL THEN SUBMIT REVIEWED TRUSS SUBMITTAL TO THE BUILDING DEPARTMENT FOR REVIEW. TRUSS FABRICATION SHALL NOT COMMENCE UNTIL APPROVAL IS RECEIVED FROM THE BUILDING DEPARTMENT. 8. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS FOR ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 9. TRUSS TOP CHORD TO BE 2x6, MINIMUM. 10. TRUSS MANUFACTURER TO PROVIDE VERTICAL WEB MEMBER AT TRUSS SUPPORTS, BRIDGING, AND BLOCKING AS REQUIRED. 11. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER AND SHALL BE VERIFIED BY THE ARCHITECT. SAD FOR ATTIC ACCESS SIZE AND LOCATIONS. ADDITIONAL TRUSSES OR SPECIAL DESIGNED TRUSSES MAY BE REQUIRED. ALL "GABLE END TRUSSES" TO HAVE CLEAR SPACE BETWEEN WEBS FOR WALL VENT. SIZE TO MATCH ARCHITECTURAL DRAWINGS. 12. TRUSS MANUFACTURER SHALL REVIEW AND DESIGN "GABLE END TRUSSES" FOR DEAD LOAD AND LIVE LOAD FROM ROOFS IN COMBINATION WITH DL FROM END WALLS, PARAPETS, SOFFIT FRAMING MEMBERS, AND ALL ARCHITECTURAL FINISHES, ETC., INCLUDING WIND LOAD PERPENDICULAR TO TRUSS. 13. SUPERIMPOSED LOADS FROM THE JACK TRUSSES OR SECONDARY FRAMING (I.E. CALIFORNIA FRAMING, FURRED CEILINGS, ETC.) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 14. "SCISSOR" TYPE TRUSSES (SC) SHALL BE DESIGNED FOR A MAXIMUM OF 1/2" TOTAL HORIZONTAL DEFLECTION UNDER DEAD PLUS LIVE LOADS. TRUSS MANUFACTURER SHALL INCLUDE DEFLECTION CALCULATIONS WITH THE SHOP DRAWING SUBMITTAL. 15. BRACING SHALL BE PROVIDED TO BRACE THE TOP CHORD OF TRUSSES WHERE "PIGGY BACK" TRUSSES ARE USED. 16. BOTTOM CHORD TRUSS MEMBERS HAVING A GYPSUM BOARD CEILING ATTACHED SHALL PROVIDE A LEVEL SURFACE WITH A MAXIMUM VARIATION OF 1/4" IN 10'-0" IN ANY DIRECTION. 17. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF AN ENGINEER. 18. TRUSSES SPANNING 60 FEET OR GREATER SHALL CONFORM TO THE REQUIREMENTS OF CBC SECTION 2303.4.1.3. 19. MANUFACTURED ROOF TRUSS DESIGN LOADS: A. TOP CHORD DEAD LOAD = 17 PSF LIVE LOAD = 20 PSF B. BOTTOM CHORD DEAD LOAD = 8 PSF LIVE LOAD = 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT SIMULTANEOUSLY WITH OTHER IMPOSED LIVE LOADS) C. SPECIAL LOADS AND CONCENTRATED LOADS ARE AS NOTED ON THE DRAWINGS. D. ATTICS WITH 2 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 24 INCHES WIDE OR GREATER SHALL HAVE A BOTTOM CHORD LIVE LOAD OF 20 PSF AT THESE LOCATIONS. WOOD FRAMING NOTES 1. HEADERS, BEAMS, POSTS, TOP PLATE SPLICES, AND ETC., ARE PER1/0-S1.20 AND 3/0-S1.20 WHERE NOT NOTED ON PLAN AND DETAILS. WALLS AT SEISMIC SEPARATIONS SHALL BE CONSIDERED EXTERIOR WALLS. 2. ALL BEAMS AND JOISTS (EXCLUDING I JOISTS) SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, INCLUDING BEAM SEATS AND COLUMN CAPS. 3. THE GENERAL CONTRACTOR SHALL MEASURE GLULAM BEAM SIZES AND CAMBERS AS DELIVERED TO THE JOB SITE AND SHALL REPORT FINDINGS TO THE ENGINEER PRIOR TO ERECTION. PROVIDE 5,000 FT. RADIUS CAMBER ON ALL SIMPLE SPAN GLULAM BEAMS UNO. WHERE INDICATED ON PLAN, C = 3/4" INDICATES MIDSPAN CAMBER IN INCHES. 4. 31/2" AND 51/" WIDTHS MAY BE SUBSTITUTED FOR 31/" & 51/" WIDTHS, RESPECTIVELY, AT INDUSTRIAL APPEARANCE GRADE GLULAM MEMBERS UNO. 5. SEE 11/0-S1.20 FOR SHEATHING NAILING REQUIREMENTS. ALL NAILING NOT NOTED OR DETAILED OTHERWISE SHALL BE PER10/0-S1.20• NAIL LENGTH TO BE SUFFICIENT TO MEET CBC PENETRATION REQUIREMENTS. NAILS INTO PRESSURE TREATED MATERIAL SHALL BE HOT DIP GALVANIZED. NAILS AT BORATE TREATED LUMBER MAY BE CLEAR ZINC COATED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AT EXTERIOR EXPOSURES. 6. EXTERIOR STUD WALL SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE. INTERIOR BEARING WALLS AND SHEAR WALLS SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR OTHER INTERIOR WALL FRAMING SIZES. COORDINATE STUD AND PLATE SIZES WITH THE REQUIREMENTS OF THE SHEAR WALL SCHEDULE. 7. WOOD POST SIZES ARE TO MATCH BEAM AND STUD WIDTH, UNO. WHERE POST OCCURS ABOVE RAISED FLOOR, PROVIDE SOLID BLOCKING AT FLOOR FRAMING TO MATCH WIDTH OF POST. PEN PER G/0-S0.10TO POSTS AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. POSTS AT HOLDOWNS TO BE FULL HEIGHT AND PER8/0-S1.20 8. FOR ROOF DRAINAGE, TOP OF FRAMING BETWEEN NOTED POINTS IS A STRAIGHT LINE. 9. ALL MECHANICAL SUPPLY AND RETURN OPENINGS TO BE BETWEEN FRAMING UNO. 10. HSS OR PIPE COLUMNS IN STUD WALLS ARE TO BE TRIMMED PER6/0-S1.21. REFER TO PLANS AND DETAILS FOR OTHER REQUIREMENTS. 11. JOISTS AND RAFTERS ARE PER PLAN. UNLESS NOTED OTHERWISE, PROVIDE "LU" HANGER AT FLUSH FRAMING AND "HU" HANGER WHERE HANGER IS SHOWN SKEWED PER PLAN AND/OR HANGER SEAT IS INDICATED TO BE SLOPED. HANGER SIZE TO BE CORRECT FULL SIZE FOR JOIST SIZE (I.E. LU210 FOR 2x10). FILL ALL NAIL HOLES. 12. PROVIDE SOLID BLOCKING @ 8'-0"oc MAX FOR ALL 2x12 REPETITIVE FRAMING. PROVIDE SOLID BLOCKING OR SIMPSON TB X-BRIDGING @ 8'-0"oc MAX FOR ALL 11/2" LSL AND 13/4" LVL REPETITIVE FRAMING WITH A DEPTH OF 111/4" OR GREATER. 13. PROVIDE ADDITIONAL JOIST BELOW ALL OR ADJACENT TO NON-STRUCTURAL WALLS PARALLEL TO FRAMING, UNO. 14. ROUND HOLES IN STEEL PLATES TO BE '/,6" OVERSIZE. SLOTTED HOLES IN STEEL PLATES SHALL BE '1As" WIDER THAN THE BOLT DIAMETER AND HAVE A LENGTH OF 2 TIMES THE BOLT DIAMETER. THE DIRECTION OF THE SLOTTED LENGTH IS INDICATED ON THE DETAILS (VSH OR HSH). INSTALL BOLT AT THE CENTER LINE OF THE HOLE. BOLT HOLES IN WOOD SHALL BE ROUND AND %32" OVERSIZE. CUT OFF BOLT THREADED END FLUSH WITH NUT WHEN REQUIRED BY FINISHES AND 1" MAXIMUM FROM NUT OTHERWISE. PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BOLT BEARS ON WOOD. USE PLATE OR MALLEABLE IRON WASHERS AT EXPOSED CONDITIONS OR AS INDICATED. 15. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE SPLICED OR STRAPPED MEMBER SHALL BE EQUIDISTANT FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL TO BE INSTALLED ON THE 11/2" EDGE OF THE MEMBER. 16. THE CONTRACTOR SHALL VERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING LUMBER AND SHEATHING MEET THE REQUIREMENTS OF THE SPECIFICATIONS AT THE TIME OF INSTALLATION AND AT CLOSE -IN. THE CONTRACTOR SHALL PROVIDE ALLOWANCE FOR DIFFERENTIAL SHRINKAGE BETWEEN FLOORS, ETC. 17. VENTING IS REQUIRED IN ENCLOSED FRAMING AREAS, SAD. DRILL BLOCKING AND LEDGERS AND PROVIDE SKIP BLOCKING AS DETAILED. 18. SAD FOR CEILING INFO. WHERE REQUIRED PROVIDE CEILING JOISTS PER 4/0-S1.21 , UNO. 19. ALL SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. TYPICAL SHEATHING: A. FLAT ROOF SHEATHING (SLOPE 2:12 OR LESS): 1%2" T&G APA RATED SHEATHING (40/20) EXP 1 WITH 10d © 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. BLOCK EDGES WITH 2x4 LAID FLAT WHERE NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. B. SLOPING ROOF SHEATHING (SLOPE GREATER THAN 2:12): 1%2 " APA RATED SHEATHING (32/16) EXP 1 WITH 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. PROVIDE SHEATHING CLIPS AT UNSUPPORTED EDGES UNLESS NOTED TO BE BLOCKED ON PLANS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. C. FLOOR SHEATHING: 23/32" T&G APA RATED SHEATHING (48/24) EXP 1 WITH 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO & GLUE TO FRAMING MEMBERS IMMEDIATELY PRIOR TO FULL NAILING (DO NOT SPOT NAIL). BLOCK EDGES WITH 2x4 LAID FLAT AS NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. ALTERNATE FASTENER: SIMPSON WSV #9x2" MIN SCREW (ICC ESR-1472). MIN 11/4" FRAMING/BLOCKING EMBEDMENT. SUBFLOOR GLUE NOT REQUIRED. ABBREVIATIONS AB ANCHOR BOLT FTG FOOTING PNL PANEL ABV ABOVE GA GAGE or GAUGE PSF POUNDS PER SQUARE FOOT AC AIR CONDITIONING GALV GALVANIZED PSI POUNDS PER SQUARE INCH ADJ ADJACENT GB GRADE BEAM PSL PARALLEL STRAND LUMBER ADDL ADDITIONAL GL GRIDLINE PTDF PRESSURE TREATED ALT ALTERNATE GLB GLUE LAMINATED BEAM DOUGLAS FIR ALUM ALUMINUM GR GRADE PT POINT ARCH ARCHITECT HD HOLD DOWN R RADIUS AYC ALASKAN YELLOW CEDAR HDG HOT -DIP GALVANIZED RBS REDUCED BEAM SECTION @ AT HDR HEADER RFTR RAFTER BF BRACED FRAME HGR HANGER REF REFERENCE BLDG BUILDING HK HOOK REINF REINFORCING BLK/BLKG BLOCK/BLOCKING HORIZ HORIZONTAL REQD REQUIRED BLW BELOW HSB HIGH STRENGTH BOLT RET RETAINING BM BEAM HSG HIGH STRENGTH GROUT REV REVISION BN BOUNDARY NAIL HSH HORIZONTAL SLOTTED RF ROOF BOT BOTTOM HOLE RWD REDWOOD BRG BEARING HSS HOLLOW STRUCTURAL S AMERICAN STANDARD BEAM BTWN BETWEEN SECTION SAD SEE ARCHITECTURAL BU BUILT-UP HT HEIGHT DRAWINGS BYND BEYOND ID INSIDE DIAMETER SB SOLID BLOCK C AMERICAN STANDARD IJ I SHAPED WOOD BUILT SC SLIP CRITICAL CHANNEL UP TRUSS SCD SEE CIVIL DRAWINGS CA CALIFORNIA INT INTERIOR SCHED SCHEDULE CANT CANTILEVER JST JOIST SED SEE ELECTRICAL DRAWINGS CB CARRIAGE BOLT JT JOINT SEOR STRUCTURAL ENGINEER OF CFS COLD FORMED STEEL KP KING POST RECORD CIP CAST IN PLACE L STEEL ANGLE SFRS SEISMIC FORCE RESISTING CGL CERTIFIED GLUED LUMBER Lb or # POUND(s) SYSTEM CJ CONTROL JOINT LGMF LIGHT GAGE METAL SHTG SHEATHING CL CENTERLINE FRAMING SIM SIMILAR CJP COMPLETE JOINT LGMFC LIGHT GAGE METAL SKYLT SKYLIGHT PENETRATION FRAMING CONTRACTOR SLD SEE LANDSCAPE DRAWINGS CLG CEILING LL LIVE LOAD SMS SHEET METAL SCREW CLR CLEAR LLH LONG LEG HORIZONTAL SMD SEE MECHANICAL DRAWINGS COL COLUMN LLV LONG LEG VERTICAL SOG SLAB ON GROUND CONC CONCRETE LOC LOCATION SPCG SPACING CONN CONNECTION LS LAG SCREW SPD SEE PLUMBING DRAWINGS CONT CONTINUOUS LSL LAMINATED STRAND LUMBER SPEC SPECIFICATION COORD COORDINATE/ LVL LAMINATED VENEER LUMBER SQ SQUARE COORDINATION LWC LIGHTWEIGHT CONCRETE SS SELECT STRUCTURAL CMU CONCRETE MASONRY UNIT MAX MAXIMUM or STAINLESS STEEL CSK COUNTERSINK MB MACHINE BOLT STGR STAGGERED CW CUT WASHER MBM METAL BUILDING STD STANDARD DBA DEFORMED BAR ANCHOR MANUFACTURER STIFF STIFFENER DBL DOUBLE MC MISCELLANEOUS CHANNEL STL STEEL DCW DEMAND CRITICAL WELD MECH MECHANICAL STRUCT STRUCTURAL DF DOUGLAS FIR MEZZ MEZZANINE SW SHEAR WALL DIA or 0 DIAMETER MF MOMENT FRAME SYM SYMMETRICAL DIAG DIAGONAL MFR MANUFACTURER T&B TOP AND BOTTOM DIM DIMENSION MIN MINIMUM T&G TONGUE AND GROOVE DIST DISTANCE MISC MISCELLANEOUS THK THICK DJ DOWEL JOINT MIW MALLEABLE IRON WASHER THRD THREADED DL DEAD LOAD MTL METAL THRU THROUGH DN DOWN MU MECH UNIT TL TOTAL LOAD DO DITTO (N) NEW TN TOE NAIL DWG DRAWING N/A NOT APPLICABLE TOC TOP OF CONCRETE DWL DOWEL NO or # NUMBER TOF TOP OF FRAMING EA EACH NS NEAR SIDE TOM TOP OF MASONRY EE EACH END NSG NON -SHRINK GROUT TOP TOP OF PLYWOOD EF EACH FACE NTS NOT TO SCALE TOS TOP OF STEEL ELEC ELECTRICAL NWC NORMAL -WEIGHT CONCRETE TOT TOTAL ELEV ELEVATOR/ELEVATION 0/ OVER TU TILT UP EMBED EMBEDMENT oc ON CENTER TYP TYPICAL EQ EQUAL OD OUTSIDE DIAMETER UNO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT OH OPPOSITE HAND VERT VERTICAL ES EACH SIDE OPNG OPENING VIF VERIFY IN FIELD EW EACH WAY OPP OPPOSITE VSH VERTICAL SLOTTED HOLE (E) EXISTING OVS OVERSIZED W WIDE FLANGE STEEL BEAM EXP EXPANSION OW OTHERWISE W/ WITH EXT EXTERIOR OWT OPEN WEB TRUSS W/O WITHOUT FDN FOUNDATION R PLATE or PROPERTY LINE WD WOOD FIN FINISH PA POST ABOVE WHS WELDED HEADED STUD FG FINISH GRADE PAF POWER ACTUATED WLD WELDED FLR FLOOR FASTENERS WP WORK POINT/WATERPROOF FN FACE NAIL PEN PANEL EDGE NAIL WS WOOD SCREW FOC FACE OF CONCRETE PERP PERPENDICULAR WT WEIGHT FOM FACE OF MASONRY PES PANEL EDGE SCREWS WTS WELDED THREADED STUD FOS FACE OF STUD pJP PARTIAL JOINT PENETRATION WWR WELDED WIRE FRMG FRAMING PLF POUNDS PER LINEAR FOOT REINFORCEMENT FS FAR SIDE FOUNDATION NOTES 1. ALLOWABLE (ASD) FOUNDATION DESIGN PRESSURES ARE: SHALLOW FOOTINGS: DEAD LOAD + LIVE LOAD = 4,000 PSF DEAD LOAD + LIVE LOAD + LATERAL = 5,333 PSF 2. ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT NOTED BELOW, AND CHAPTER 18 OF THE CBC. ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED, NATIVE SOILS OR ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. ENGINEERED FILL TO BE COMPACTED PER GEOTECHNICAL REPORT. INCREASE FILL AND OR FOOTING DEPTH AS REQUIRED BY GEOTECHNICAL ENGINEER. ALL FOOTING EXCAVATIONS SHALL BE AS NEAT AS PRACTICABLE. MAXIMUM OVER EXCAVATION IN WIDTH SHALL BE LESS THAN 12 INCHES OR 25% OF FOOTING WIDTH, WHICH EVER IS LESS. 6 INCHES MAXIMUM PER SIDE. LARGER OVER -EXCAVATIONS IN WIDTH SHALL BE FILLED WITH ADDITIONAL REINFORCED CONCRETE AS DIRECTED BY THE ENGINEER, OR FORMWORK SHALL BE PROVIDED. OVER -EXCAVATIONS IN DEPTH MAY BE FILLED WITH LEAN CONCRETE OR COMPACTED APPROVED BACKFILL. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE. GEOTECHNICAL REPORT BY: ROCKRIDGE GEOTECHNICAL REPORT NO. 21-1966 DATED: AUGUST 4, 2023 3. WHERE BOTTOM OF ADJACENT FOOTINGS ARE DIFFERENT PROVIDE STEPPED FOOTING PER5/0-S1.10 4. USE 5/8" DIAMETER x 12" (18" AT CURBS) ANCHOR BOLTS (AB) AT 48"oc WHERE NOT OTHERWISE NOTED. MINIMUM EMBEDMENT INTO CONCRETE IS 7" (EXCLUDING CURB) UNLESS DETAILED OTHERWISE. ANCHOR BOLTS ARE TO BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS. MINIMUM TWO ANCHOR BOLTS PER SILL PIECE. 5. TYPICAL SLAB: 5" CONCRETE REINFORCED WITH #4 @ 16"oc EACH WAY AT MID - DEPTH OVER VAPOR RETARDER (PER SPECIFICATIONS) AND 4" MINIMUM FREE DRAINING COMPACTED CRUSHED ROCK ON SUBGRADE PER THE GEOTECHNICAL RECOMMENDATIONS, AND AS APPROVED BY THE GEOTECHNICAL ENGINEER. DO NOT DRIVE CONCRETE TRUCKS OR LARGE SCREED MACHINES ON VAPOR RETARDER WITHOUT ADDITIONAL BUFFER MATERIAL AND APPROVAL FROM THE STRUCTURAL ENGINEER. 6. TOWER SLAB: 6" CONCRETE REINFORCED WITH #4 @ 12"oc EACH WAY AT MID - DEPTH OVER VAPOR RETARDER (PER SPECIFICATIONS) AND 4" MINIMUM FREE DRAINING COMPACTED CRUSHED ROCK ON SUBGRADE PER THE GEOTECHNICAL RECOMMENDATIONS, AND AS APPROVED BY THE GEOTECHNICAL ENGINEER. DO NOT DRIVE CONCRETE TRUCKS OR LARGE SCREED MACHINES ON VAPOR RETARDER WITHOUT ADDITIONAL BUFFER MATERIAL AND APPROVAL FROM THE STRUCTURAL ENGINEER. 7. REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR DEPRESSED SLABS FOR ARCHITECTURAL FLOORING OR INSERTS, SLOPED SLABS TO DRAIN AND PIPES OR CONDUITS AT SLAB. SEE 8/0-S1.10 & 9/0-S1.10AT DEPRESSED SLAB & 7/0-S1.10 FOR PIPES AND CONDUITS. 8. PROVIDE CONTROL JOINTS PER 6/0-S1.10(OR CONSTRUCTION/DOWEL JOINTS AT CONTRACTOR'S OPTION) AS SHOWN ON PLAN AND AS REQUIRED TO MEET A MAXIMUM SPACING IN FEET OF 3 TIMES THE SLAB DEPTH IN INCHES (FOR EXAMPLE 3x4" = 12'-0"oc MAX) AND 15'-0"oc MAX. INSTALL JOINTS TO DIVIDE SLAB INTO RECTANGULAR AREAS WITH LONG DIMENSION LESS THAN 1.5 x SHORT DIMENSION. INSTALL JOINTS AT FACE OF STUDS OF WALL WHERE POSSIBLE. SUBMIT JOINT LAYOUT PLAN FOR REVIEW PRIOR TO PLACEMENT. 9. FORMWORK STAKES ARE NOT PERMITTED WITHIN CONCRETE PLACEMENTS. IF REQUIRED, PROVIDE STEEL STAKES SLEEVED WITH PLASTIC PIPE OR SOLID PLASTIC STAKES; WOOD STAKES NOT PERMITTED. FLUSH CUT SLEEVE OR STAKE AND FILL SLEEVES IMMEDIATELY WITH GROUT. WHERE STAKES PENETRATE VAPOR RETARDER, TAPE OR SEAL PER MANUFACTURER'S RECOMMENDATIONS. SPECIAL INSPECTION BY OWNERS TESTING AGENCY SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN APPROVED AGENCY IN ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS: 1. SHOP FABRICATION OF STRUCTURAL LOAD -BEARING MEMBERS AND ASSEMBLIES PER CBC SECTION 1704.2.5 OR ALTERNATIVELY, APPROVED FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE PER CBC SECTION 1704.2.5.1 INCLUDING GLULAM BEAM INSPECTION CERTIFICATES. 2. STRUCTURAL STEEL CONSTRUCTION PER CBC SECTIONS 1705.2, 1705.13.1, 1705.14.1, AND TABLE 1705.2.3 INCLUDING MATERIAL IDENTIFICATION, SHOP AND FIELD WELDING, AND INSTALLATION OF HIGH -STRENGTH BOLTS. 3. CONCRETE CONSTRUCTION PER CBC SECTIONS 1705.3, AND TABLE 1705.3 INCLUDING FORMWORK, REINFORCING STEEL, CAST -IN -PLACE BOLTS, MIX DESIGNS, CONCRETE SAMPLES, AND PLACEMENT FOR ALL CONCRETE. REINFORCING DOWELS FROM FOOTINGS TO RETAINING WALLS SHALL BE INSPECTED PRIOR TO PLACEMENT OF FOOTING CONCRETE AND WALL GROUT OR CONCRETE. CONTINUOUS OR ISOLATED SPREAD FOOTINGS WITH DESIGN STRENGTH NO GREATER THAN 2500 PSI, NON-STRUCTURAL SLABS ON GRADE, AND EXTERIOR FLATWORK DO NOT REQUIRE SPECIAL INSPECTION PER CBC SECTION 1705.3. 4. MASONRY CONSTRUCTION PER CBC SECTION 1705.4 INCLUDING COMPRESSIVE STRENGTH, BLOCK LAYING PROCEDURES, MORTAR PREPARATION, REINFORCEMENT SIZE AND GRADE, REINFORCEMENT PLACEMENT, GROUT PREPARATION AND GROUT PLACEMENT, AND ANCHOR BOLT TYPE, SIZE AND PLACEMENT. QUALITY ASSURANCE LEVEL 3 FOR RISK CATEGORY IV STRUCTURES, LEVEL 2 OTHERWISE. 5. WOOD CONSTRUCTION PER CBC SECTIONS 1705.5, 1705.12.1, AND 1705.13.2 INCLUDING NAILING, BOLTING, AND ANCHORING OF ALL DRAG STRUTS; TOP PLATE SPLICES, LEDGER SPLICES, SIMPSON HARDWARE, BRACES, AND HOLDOWNS; AND NAILING, BOLTING, AND ANCHORING OF ALL SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" APART OR LESS. 6. SOILS PER CBC SECTION 1705.6, TABLE 1705.6, AND THE APPROVED SOILS REPORT INCLUDING SUBGRADE PREPARATION, FOUNDATION BEARING MATERIALS AND DEPTH OF EXCAVATIONS, AND VERIFICATION, PLACEMENT AND TESTING OF CONTROLLED FILL. 7. SPECIAL CASES PER CBC SECTION 1705.1.1 AND PRODUCT ICC REPORTS FOR ALL STRUCTURAL MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN THE CBC OR REFERENCED STANDARDS INCLUDING POST -INSTALLED ANCHOR BOLTS IN CONCRETE AND CMU, AND PRE -MANUFACTURED SHEAR PANELS AND BRACED FRAMES. 8. COLD -FORMED STEEL CONSTRUCTION PER CBC SECTIONS 1705.12.2 AND 1705.13.3 INCLUDING WELDING OPERATIONS, SCREW ATTACHMENT, BOLTING, ANCHORING, AND OTHER FASTENINGS OF ELEMENTS OF THE SEISMIC FORCE RESISTING SYSTEM INCLUDING SHEAR WALLS, BRACES, DIAPHRAGMS, COLLECTORS, AND HOLD-DOWNS. EXCEPTION: NOT REQUIRED WHERE DIAPHRAGM AND SHEAR WALL SCREW SPACING IS GREATER THAN 4" ON CENTER. CONCRETE MASONRY UNIT NOTES 1. CONCRETE MASONRY UNIT CONSTRUCTION SHALL BE PER3/0-S1.40 UNO. USE DOUBLE OPEN END WHERE POSSIBLE AND SINGLE OPEN END OTHERWISE. ALL CELLS TO BE GROUTED SOLID. ALL CMU TO BE LAID IN RUNNING BOND. LAP REINFORCING IN CMU GROUT PER1/0-S1.40 . 2. PROVIDE INVERTED BOND BEAM UNITS AT FOUNDATION LEVEL. SEE SPECIFICATIONS FOR CLEANOUT AND GROUTING REQUIREMENTS. 3. DOWELS FROM FOUNDATION ARE TO MATCH SIZE AND ALIGNMENT WITH THE WALL VERTICAL REINFORCEMENT. EXTEND DOWELS FROM FOUNDATION INTO WALL TO PROVIDE MINIMUM LAP WITH WALL VERTICAL REINFORCEMENT. INSTALL DOWEL BARS PER PLAN AND 3/0-S1.40 . ALL DOWELS TO EXTEND TO THE LOWEST FOUNDATION REINFORCEMENT AND END WITH A STANDARD HOOK. 4. WALL REINFORCING SHALL BE PER SCHEDULE BELOW AND3/0-S1.40 UNO. 5. PROVIDE (2) #5 IN BOND BEAM UNITS AT THE TOPS OF ALL WALLS AND AT EACH FLOOR AND ROOF ELEVATION UNO. 6. PROVIDE SASH UNITS AT ALL OPENINGS TYPICAL UNO. 7. SET ALL LEDGER AND CONNECTOR BOLTS PER 10/0-S1.401" GROUT AROUND BOLT REQUIRED. 8. SAD FOR TYPE OF FINISH, LOCATION, COLOR, ETC. SEE SPECIFICATIONS OTHERWISE. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED NO GREATER THAN 1.5x THE WALL HEIGHT BUT NOT GREATER THAN 25'-0"oc. SEE 2/0-S1.40. DESIGN CRITERIA DESIGN CRITERIA: FLOOR LIVE LOAD: ROOF LIVE LOAD: SOLAR: RISK CATEGORY: WIND DATA: EARTHQUAKE DATA: 2022 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC) 60 PSF (REDUCIBLE) + 15 PSF PARTITION 20 PSF (REDUCIBLE) 3 PSF I I ULTIMATE WIND SPEED (3 SEC GUST) IN MPH: 110 WIND EXPOSURE: C INTERNAL WIND PRESSURE COEFFICIENT (GCPI) = ±0.18 COMPONENTS AND CLADDING DESIGN PRESSURES FOR SYSTEMS DESIGNED BY OTHERS SHALL COMPLY WITH THE "ASCE 7-16" DESIGN STANDARD SEISMIC IMPORTANCE FACTOR, le: 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 1.618; S, = 0.600 SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: Sips = 1.079; Sp, = 1.020 SEISMIC DESIGN CATEGORY: D CLASSROOM: SEISMIC FORCE RESISTING SYSTEM(S): WOOD FRAMED SHEAR WALLS RESPONSE MODIFICATION FACTOR(S): R = 6.5 SEISMIC RESPONSE COEFFICIENT(S), Cs = 0.166 (ULTIMATE) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE TRAINING TOWER: SEISMIC FORCE RESISTING SYSTEM(S): SPECIAL REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR(S): R = 5.0 SEISMIC RESPONSE COEFFICIENT(S), Cs = 0.216 (ULTIMATE) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE MAXIMUM ANTICIPATED STORY DRIFT = 0.02 X HEIGHT PROVIDE DEFORMATION COMPATIBILITY PER ASCE 7 SECTION 12.12.5 FOR NON-STRUCTURAL ITEMS, INCLUDING CLADDING, STAIRS, GLAZING, ETC. SCOPE: NEW 1-STORY WOOD -FRAMED CLASSROOM BUILDING ON SHALLOW FOUNDATIONS. NEW 4-STORY WITH ROOF PENTHOUSE CMU FIRE TRAINING CENTER TOWER WITH CONCRETE FLOORS AND ROOFS GENERAL NOTES 1. REFER TO SHEETS 0-S1.10 - 0-S1.40 FOR STANDARD DETAILS OF CONSTRUCTION. REFER TO THE PROJECT SPECIFICATIONS FOR MATERIALS AND METHODS. 2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS (SAD) FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO CLARIFICATION CAN BE MADE PRIOR TO COMMENCING WORK. 3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. 4. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR SIDEWALK SLABS AND DIMENSIONS. 6. COORDINATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND SITE UTILITY SYSTEMS WITH THE STRUCTURAL SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. USE DETAILS ON SHEETS 0-S1.10 THROUGH 0-S1.40. AT CONDITIONS WHERE THESE DETAILS DO NOT APPEAR TO APPLY, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. AT CONDITIONS WHERE FIELD MODIFICATIONS OF MECHANICAL, ELECTRICAL, PLUMBING, OR SITE UTILITIES AFFECT STRUCTURAL SYSTEMS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION. 7. VERIFY WEIGHTS AND LOCATIONS OF MECHANICAL UNITS WITH MECHANICAL ENGINEER PRIOR TO PLACEMENT. UNITS VARYING OVER 10% IN WEIGHT SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION (MECHANICAL WEIGHTS SHOWN ARE MAXIMUM). CONTRACTOR TO VERIFY MECHANICAL UNIT SIZES AND WEIGHTS AS INSTALLED PRIOR TO INSTALLATION OF SPECIAL FRAMING TO ENSURE CORRECT PLACEMENT UNDER CURBS, ETC. SEE 8/0-S1.21. 8. SHORING, SCAFFOLDING, AND BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR, AND SHALL BE ADEQUATE FOR ALL LOADS. LEAVE IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL FINAL STRUCTURAL CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL ENGAGE A LICENSED CIVIL OR STRUCTURAL ENGINEER TO PROVIDE SHORING. 9. SPECIAL INSPECTIONS ARE REQUIRED PER D/O-S0.10AND THE TESTING AND INSPECTION FORM. 10. VEHICULAR TRAFFIC, HEAVY EQUIPMENT AND MATERIAL STAGING SHALL NOT BE ALLOWED ADJACENT TO ANY RETAINING/BASEMENT WALL, NEW OR EXISTING WITHIN A HORIZONTAL DISTANCE EQUAL TO THE WALL HEIGHT MEASURED FROM THE BOTTOM OF FOOTING OR 5-0" WHICHEVER IS GREATER, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR NOTED OTHERWISE. WITHIN THIS ZONE, ONLY HAND -OPERATED EQUIPMENT ("WHACKERS", VIBRATORY PLATES, OR PNEUMATIC COMPACTORS) SHALL BE USED TO COMPACT THE BACKFILL SOILS. BACKFILL & DRAINAGE ARE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. DO NOT BACKFILL UNTIL CONCRETE HAS REACHED SPECIFIED STRENGTH AND 14 DAYS MINIMUM. 11. STRUCTURAL OBSERVATION PER CBC SECTION 1704.6 IS NOT REQUIRED. NOTIFY ZFA FOR GENERAL ON SITE REVIEW OF: • MINIMUM FOOTING SIZE AND REINFORCING STEEL. • CMU WALLS AND REINFORCING. • CONCRETE FLOOR AND ROOF REINFORCING • WOOD SHEAR WALLS, SHEAR PANELS AND FLOOR/ROOF DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORAGE AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. • STRUCTURAL WOOD FRAMING. NOTIFY ZFA FOR REVIEW PRIOR TO COVERING ABOVE LISTED WORK. PROVIDE 2 WORKING DAYS MINIMUM SCHEDULING NOTICE PRIOR TO REVIEW DATE. 12. SUBMIT ENGINEERING FOR DEFERRED APPROVAL ITEMS TO ARCHITECT/ENGINEER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED OR INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED APPROVAL ITEMS SHALL BE DESIGNED AND DETAILED BY MANUFACTURER TO ACCOMMODATE HORIZONTAL AND VERTICAL MOVEMENTS AS NOTED IN STRUCTURAL DRAWINGS. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE DIMENSIONS AND DETAILS SHOWN ON THE SHOP DRAWINGS PRIOR TO SUBMITTAL. MANUFACTURER TO PROVIDE DRAWINGS AND CALCULATIONS DESIGNED IN ACCORDANCE WITH THE CBC AND SPECIFICATIONS, PREPARED AND SIGNED BY A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER FOR THE FOLLOWING ITEMS, UNLESS NOTED OTHERWISE: A. CONCRETE/METAL PAN STAIR TREADS AND LANDINGS. HAND RAILS. INCLUDE ATTACHMENTS TO STRUCTURE. B. MANUFACTURED FLOOR/ROOF JOISTS OR TRUSSES. C. STORE FRONT, CURTAIN WALL, GLAZING AND SKYLIGHT SYSTEMS: INCLUDE ATTACHMENTS TO STRUCTURE. D. FIRE SPRINKLERS, INCLUDING SEISMIC BRACING AND HANGERS FOR PIPING 21/2"0 OR GREATER. TO BE PREPARED AND STAMPED BY A CALIFORNIA LICENSED MECHANICAL ENGINEER. SHEET INDEX 0-S0.10 GENERAL NOTES AND SPECIFICATIONS 0-S1.10 TYPICAL CONCRETE DETAILS 0-S1.20 TYPICAL WOOD DETAILS 0-S1.21 TYPICAL WOOD DETAILS 0-S1.30 TYPICAL CFS ELEVATION AND CONNECTION DETAILS 0-S1.31 TYPICAL CFS SOFFIT & MISCELLANEOUS DETAILS 0-S1.40 TYPICAL CMU DETAILS 0-S2.10 FDN AND ROOF FRAMING PLANS - SITE STRUCTURES 1-S2.10 FOUNDATION PLAN - CLASSROOMS 1-S2.20 ROOF FRAMING PLAN - CLASSROOMS 2-S2.10 FOUNDATION AND 2ND FLOOR FRAMING PLAN - TOWER 2-S2.20 3RD, 4TH, 5TH, FLOOR/ROOF FRAMING PLAN - TOWER 2-S3.00 FOUNDATION DETAILS 2-S3.01 STEEL DETAILS 3-S2.10 SITE FRAMING PLANS AND DETAILS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENG>'NEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title GENERAL NOTES AND SPECIFICATIONS Drawing No. O-SO.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:40 PM D C ADHESIVE ANCHOR IN 2500 PSI MIN CONCRETE ADHESIVE TYPE ANCHOR PILOT HOLE MIN EMBED UNO Hef MIN EDGE DISTANCE °min MIN SPCG Smin MIN CONC DEPTH Hmin THRD ROD REBAR SIMPSON SET-3G (ICC-ESR 4057) - #3 '/2"0 3" 13/4" 3" Hef + 11/4" - #4 %"0 4" 13/4" 3" Hef + 11/4" - #5 3/4"0 5" 13/4" 3" Hef + 11/2" %"0 - 7A6"0 3" 1%" 3" Hef 11/4" 1/2 "0 - 9A6 "0 4" 1 %" 3" Hef + 11/4" %"0 - 1'/6 °0 5" 1 %" 3" Hef + 1 %" 3/4"0 #6 7/8 "0 6" 13/4" 3" Hef + 1 3/4" 7/8 "0 #7 1"0 7" 1 %" 3" Hef + 2" 1"0 #8 11/ "0 8" 1 %" 3" Hef + 21/4" 11/4"0 #10 1%"0 10" 23/" 6" Hef + 2%" HILTI HIT-HY 200R V3 (ICC-ESR 4868) 3/8"0 N/A 7/,6"0 3" 13A" 17/8" Hef + 11/4" N/A #3 1/2"0 3" 13/4" 17/8" 1/2"0 N/A 9/6"0 4" 13/4" 21/2" N/A #4 6/8 "0 4" 13/4" 21/2" %"0 #5 3/4"0 5" 13/4 3%/8" Hef + 11/2" 3/ "0 #6 3/4"0 6" 13/4" 3 3/4 " Hef + 1 3/4" 7/ "0 #7 1"0 7" 13/4" 4%" Hef + 2" 1"0 #8 11/8"0 8" 13/4" 5" Hef + 21/4" N/A #9 13/8"0 9" 13/4" 5%" Hef+ 23/" 11/4"0 N/A 1%"0 10" 13/4" 61/" N/A #10 11/2"0 10" 1 %" 61/4" Hef + 3" ANCHOR PER PLAN & DETAILS TOP OF CONC NOTES: y Smin 11 EDGE OF CONC AS OCCURS 1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING, AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN DRILLING HOLES IN EXISTING CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF 4. THE ICC REPORTS. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND ADHESIVE INJECTION. ADHESIVE ANCHOR IN CONCRETE 3/4" = 1'-0" CARBON STEEL EXPANSION ANCHORS IN 2500 PSI MIN CONC ANCHOR TYPE ANCHOR & PILOT HOLE DIA MIN NOMINAL EMBED H. nom MIN EDGE DISTANCE C min MIN SPCG S min MIN CONC THICKNESS Hmin INSTALL & TEST TORQUE (FT -LB) SIMPSON STRONG -BOLT 2 (ICC-ESR 3037) %. 17/" 6" 3" 31/4° 30 /2" 23/4" 6" 6" 4" 60 6/8" 33 " 61/2" 5" 51/" 90 3/" 4%" 41/4" 10" 6" 150 1" 51/4" 8" 8" 9" 230 HILTI KB1 (IAPMO ER 678) %. 17/13" 8" 8" 3 %" 20 1/2" 2%" 4" 81/2" 4" 40 s/8 31/" 51/z" 8" 5" 60 3/ . 4" 91/2 " 5" 51/ " 110 STAINLESS STL EXPANSION ANCHORS IN 2500 PSI MIN CONC SIMPSON 3/8" 1 %" 6" 10" 31/4" 30 STRONG -BOLT 1/2" 23/4" 61/" 8" 41/2" 65 2 6/8" 3%" 4" 8" 51/" 80 (ICC-ESR 3037) 3/4.41/8" 6" 61/2" 63/" 150 3/8" 17/8" 5" 8" 31/4" 30 HILTI KB-TZ2 1/2" 21/" 23/4" 51/2" 4" 40 (ICC-ESR 4266) %" 31/" 4" 7" 5" 60 3/" 4" 5" 11" 51/2" 125 AT FIXTURES 1/,6"0 OVS HOLE TYP EXCEPT 1/8"0 OVS AT 3/4"0 AND 1"0 SIMPSON STRONG -BOLT 2 TOP OF CONC EDGE OF CONC AS OCCURS ANCHOR PER PLAN & DETAILS f BASE FL' ul L�J 111 LJ PILOT HOLE = DEPTH PER MFR min Smin NOTES: 1. EXCEPT AT EXTERIOR EXPOSURE CONDITIONS, PROVIDE CARBON STEEL ANCHORS UNO. INSTALL EXPANSION ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORTS. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE. EXPANSION ANCHOR IN CONCRETE #4 @ 16"oc EW AT MID -DEPTH #4 CONT 3" EMBED AT ADHESIVE ANCHOR, SEE 2" MIN COVER AT ADHESIVE ANCHOR 10'-0" MAX COORD W/ EQUIP LAYOUT 14 BOLT DIA 6" MIN BOLT AT EQUIP ANCHORAGE ROUGHEN TO '/4" AMPLITUDE 7 8■ii`� �1 MI 1 1212 TYP SLAB REINF THICKEN SLAB AS REQD HOUSEKEEPING PAD AS REQD, SMD & SED FOR LOC & EXTENT & THICKNESS 18" #4 118" @ 24"oc IN LIEU OF ADHESIVE ANCHORS AT CONTRACTORS OPTION CONC SLAB PER PLAN z< v 18" #4x 1- ADHESIVE ANCHOR @ 24"oc TYP AT PERIMETER ((3) MIN ES) TYPICAL HOUSEKEEPING PAD AT SLAB ON GRADE 3/4" = 1'-0" REINF CONT THRU OR LAP PER 1 -S1.10 NOTE: LOCATION OF JOINTS TO BE SUBMITTED TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO PLACEMENT OF CONCRETE FOOTING CONSTRUCTION JOINT 3/4" = 1'-0" CJ COL PER PLAN NO RIENF IN BLOCKOUT SLAB BLOCKOUT 1" = 1'-0" i ROUGHEN JT TO EXPOSE AGGREGATE TO 1/4" AMPLITUDE KEY FROM BEVELED 2x8 DO NOT LOCATE WITHIN 48" OF HOLDOWN OR COL BAR TO MATCH SLAB REING ES BLOCKOUT (#4 MIN). T&B AT DBL MAT AS OCCURS N AT SLAB EDGE -I AT SLAB CORNER I o CJ 24"0 MIN SONOTUBE BASER BLOCKOUT SLAB FOR COL 24" SQ MIN OPTIONAL DIAMOND BLOCKOUT CARBON SCREW ANCHOR IN 2500 PSI MIN CONCRETE ANCHOR TYPE ANCHOR AND PILOT HOLE DIA MINIMUM EMBEDMENT H. MINIMUM EDGE DIST Cmin MINIMUM SPCG Smin MINIMUM CONCRETE THICKNESS Hmin INSTALL & TEST TORQUE (FT -LB) MAXIMUM INSTALL TORQUE (FT -LB) SIMPSON TITEN HD (ICC-ESR 2713) 1/4 " 1 5 " 11/2" 11/2" 31/4 " 10 24 3/" 2'/2" 13/4" 3" 4" 10 50 1/2" 31/" 13/4" 3" 5" 10 65 8/8" 4" 13/4" 3" 6" 10 100 3/4 " 51/ " 13/4" 3" 8 3/4 " 20 150 HILTI KH-EZ (ICC-ESR 3027) 1/4" 1 %" 11/" 3" 31,%" 10 18 3/8" 21/" 11/" 3" 4" 10 40 ,/2" 3" 1 %" 3" 4%" 10 45 %' 31/4" 13/" 4" 5" 10 85 3/" 4" 1 %" 4" 6" 20 95 STAINLESS STEEL SCREW ANCHOR IN 2500 PSI MIN CONCRETE SIMPSON TITEN HDSS (IAPMO UES ER-493) %., 21/2" 13A" 3" 4" 10 40 /2" 31/4" 1 %" 4" 5" 10 70 6/8" 4" 1 %" 3" 6" 10 85 3A. 51/2" 13/4" 3" 83/4" 20 150 ANCHOR PER PLAN & DETAILS TOP OF CONC 3/6 "0 OVS HOLE AT STL THICKER THAN 12GA (1/8 ") MAX 11/6 "0 OVS HOLES OTHERWISE EDGE OF CONC AS OCCURS I, Cmin Smin _\ HOLE DEPTH PER MFR NOTES: 1. EXCEPT AT EXTERIOR EXPOSURE CONDITIONS, PROVIDE CARBON STEEL ANCHORS UNO. INSTALL SCREW ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. INSTALLED ANCHORS SHALL BRING CONNECTED PLIES INTO FIRM CONTACT, MEETING THE INSTALL TORQUE BUT NOT EXCEEDING THE MAXIMUM INSTALL TORQUE. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN INSTALLING DRILLED -IN ANCHORS IN EXISTING REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE. SCREW ANCHOR IN CONCRETE NOTES: 1. LOCATION OF PIPE/CONDUIT BY OTHERS. 2. PROVIDE SLEEVE AT PIPE PERSIM. PIPE/CONDUIT • SLAB PER PLAN 1" MAX 11/2" MIN CLR C1 - 1 1/2" MIN COVER-1 COMPACTED CRUSHED BASE ROCK PIPE/CONDUIT REQUIRING EMBEDMENT IN CONC 6" MIN 24" MAX /� VAPOR RETARDER - SEAL AT PENETRATION, TYP z O o z Zm w BUNDLED PIPE/CONDUIT PIPE/CONDUIT PIPE/CONDUIT IN COMPACTED ROCK CONDUIT & PIPE AT SLAB ON GRADE 3/4" = 1'-0" #4 CONT REINF PER PLAN DEPRESSED SLAB - 4" MAX 3/4" = 1'-0" SAD 4" MAX W/ SUBGRADE STEP TO MAINTAIN ROCK THICKNESS, 2" MAX W/O SUBGRADE STEP IF AREA LESS THAN 100 SQ FT OTHERWISE STEP UBGRADE 24" #3 - @ 16"oc STD HK SKEW TO FIT #4 CONT X 2 0 I < 6" DEPRESSED SLAB - 12" MAX 3/4" = 1'-0" STUD WALL 2x PTDF SILL R W/ 1/2"0 AB OR SCREW Q AB W/ 5" EMBED cn @ 48"oc DEPRESSED SLAB AS OCCURS, SAD #4 CONT 8" #3 L @ 18"oc 4" EMBED AT ADHESIVE ANCHOR", 2" MIN COVER AT ADHESIVE ANCHOR 8" VAPOR RETARDER CONT -I i I 1 1 I -III 1 PAD GRADE #4 CONT ALT TO AB: HILTI X- CP 72 OR SIMPSON PDPAWL-287MG @ 16"oc, EXCEPT AT CURB PROVIDE THICKENED SLAB WHERE AB ARE USED #4x 1 ADHESIVE ANCHOR @ 18"oc IN LIEU OF CIP DWL AT CONTRACTORS OPTION, SEE ROUGHEN TO 1/" AMPLITUDE ALT CURB OPTION NON -BEARING STUD WALL AT SLAB 3/4" = 1'-0" STD LAP HOOK 0 STD HOOK o_ J flRT (2) ADDL VERTAS BARTO READ ARL OR i FTG REINF / PLAN VIEW - SINGLE LAYER CORNER BAR TO MATCH HORIZ BAR LAP TD HK o- J 0 1- ADDL VERT AS REQD TYP WALL OR FTG REINF STD HK AT ADDL BARS STD HK LAP - - 1IUBARTO MATCH HORIZ BAR PLAN VIEW - 2 OR MORE LAYERS NOTE: FOOTING REINFORCING AT CORNER AND INTERSECTION TO BE SIMILAR 16 -S1.10 TYPICAL CORNER, INTERSECTION AND END REINFORCING N z_ 2 N SYM ABOUT TYP REINF PROVIDE REINF TO MATCH FTG REINF 12" MIN I 40" MAX LAP � 1 TIES AS OCCUR STEP W/ BOT OF FTG 1- o- w 0 L STD HK PROVIDE REINF TO MATCH FTG REINF 3" CLR TYP 18" 2x 'S' NOTES: 1. DO NOT LOCATE BLOCKOUT WITHIN 48" OF SHEAR WALL HOLD DOWN, IN FRAME FOUNDATIONS OR COLUMN PAD FOOTINGS. 2. MINIMUM DISTANCE BETWEEN BLOCKOUTS OR OTHER PIPES TO BE 48". FOUNDATION BLOCKOUT 3/4" = 1'-0" CONC FTG OR PAD FTG DEEPEN FTG W/ LEAN CONC WHERE DEEPER TRENCH IS REQD 4xb NO DEPTH RESTRICTIONS ON TRENCHES OR DEEPENING OF FTGS OUTSIDE THIS ZONE T - 18" MIN NO 'PIPES' PARALLEL TO FTG THIS AREA rep b _1 i II I III I I ;,III 2 1 �Oa 01 4.0114 •ow: TRENCHING ADJACENT TO FOOTING 3/4" = 1'-0" SLAB, CURB OR STEMWALL LAP y LAP 6" MIN 1I III 11I III I1111, I '- 'PIPE' IN BACKFILLED TRENCH - LOCATE ONLY ABV SLOPED LINE FOR INFORMATION NOT NOTED SEE WHERE TOP OF FTG CONTINUES THRU, EXTEND REINF TO END AND HK SLAB, CURB, OR STEMWALL STEPS W/ REINF SIM TO FTG STEPS 5 STD HK, TYP REINF BARS TO BE SAME SIZE & NUMBER °° Q o_ AS TYP FTG = 2 I- REINF I I I I I TYP FTG REINF LAP w o_ 2H MIN NOTE: REMOVE ALL EARTH LOOSENED DURING EXCAVATION AND FILL W/ CONCRETE. STEPPED FOOTING 3/4" = 1'-0" FIRST CONC PLACEMENT SECOND CONC PLACEMENT JT CAP TYP REINF 8" MIN 11 3" CLR TYP III II III ,LAP FIRST CONC PLACEMENT `- FTG SECOND CONC PLACEMENT 1/2"0 x 18" SMOOTH ROD @ 16"oc ALT: SPEED DOWEL @ 16"oc W/ #4x24" 8" MIN METAL JOINT z N � 1/2" SQ FLEXIBLE SEALANT J KEY FROM BEVELED 2x4 CONSTRUCTION/DOWEL JOINT PLASTIC CJ OR 1/8" MASONITE OR 1/2" TOOLED JT FILLED W/ FLEXIBLE SEALANT OR TYP SLAB ON GR TYP REINF CONT THRU CONTROL JOINT FORMED JOINT z N OTHER DETAILS SAWCUT WITHIN 8 HOURS OF CONC PLACEMENT. USE JT SEALANT COMPOUND TO FILL CUT T 0 TYP SLAB ON GR TYP REINF CONT THRU SLAB ON GRADE JOINTS MINIMUM BAR LAPS FOR REINFORCING STEEL CONCRETE STRENGTH: 2500 PSI OR GREATER (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 19" #6 38" #9 94" #4 25" #7 61" #10 115" #5 37"* #8 77" #11 138" (CLASS B TOP BAR) BAR SPCG SHALL NOT BE LESS THAN 4x BAR DIA OR 4". * WHERE COVER NOT LESS THAN 11/2", #5 LAP LENGTH = 31" CONC COVER FOR REINF STL 'CLR' 3" CAST AGAINST EARTH OR GR EXPOSED TO EARTH (FORMED) OR WEATHER #5 & SMALLER- #6 & LARGER - 2" NOT EXPOSED TO EARTH OR WEATHER #5 & SMALLER - 1" #6 & LARGER, & ALL BM STIRRUPS, COL TIES & SPIRALS- - - 11/" ALL REINF SHALL EXTEND AS FAR AS POSSIBLE. WHERE BAR SPLICES ARE REQUIRED, BARS SHALL BE LAPPED PER SCHEDULE ABOVE UNLESS DETAILED OTHERWISE. WHERE REINF TERMINATES AT END OF MEMBER, REINF SHALL END IN A STD 90° OR 180° HK UNLESS DETAILED OTHERWISE. 180° HOOK R=3 db FOR #3 TO #8 R=4 db FOR #9 TO #11 1 4-4 db OR 2 1/2" MIN STANDARD HOOKS & BENDS N 90° HOOK 6 1 MAX LAP i COL BAR & STRUCT OFFSET SPLICE 1135° db R = 2db 135° STIRRUP STIRRUP TIES #3, #4, #5 #3, #4, #5 WIRE TOGETHER AT EA END 6db 3"MINy CROSSTIE #3.#4.#5 TYPICAL REINFORCING DETAILS (f'c = 2500psi MIN) 3/4" = 1'-0" LOC VERT PIPES INSIDE WALL 'PIPE' THRU FTG IN 'PIPE' SLEEVE 1 1/2" MIN II 1 1/2" MIN VERT PIPE (WRAPPED) THICKEN AT 'PIPE' AS REQD TO PROVIDE CLEARANCE TO REINF & CONC COVER TO 'PIPE'. PROVIDE #4 HORIZ AT'PIPE'. 1 DEEPEN FTG AS REQD FOR PIPE COVER & CLEARANCES TO REINF STL PER NOTE #3 n - 1 1/2" PLAN VIEW d 3d 8" MAX TYP REINF 48" MIN TO NEXT BUNDLE DIA 'PIPE' THRU FTG LAP PER NOTE #3N- TYP REINF o 3d OPTIONAL BUNDLED 'PIPE' SLEEVE PER NOTE #3 2 SEE NOTE #8 0 'PIPE' 'PIPE' II: PER NOTE #3 CONT FTG PAD FTG SIMILAR "U" BARS, SIZE TO MATCH TYP FTG REINF (#6 MAX), 18"oc, (2) MIN EXCEPT WHERE FTG HAS ONLY (1) BAR T&B NOTES: 1. 'PIPE' = ANY PENETRATION THRU OR EMBEDDED IN FOUNDATION. 2. ALL PIPES THROUGH FOOTINGS TO BE WRAPPED OR SLEEVED AS FOLLOWS: a. SLEEVES: PROVIDE 1" MIN CLEAR ALL AROUND 0.D. PIPE TO I.D. SLEEVE, UNO. SEAL SLEEVE ENDS W/ MASTIC OR PLASTIC BITUMINOUS CEMENT. b. WRAPPED VERTICAL PIPES: PROVIDE 1/8" NOMINAL SHEET FOAM W/ (3) WRAPS MINIMUM, UNO. c. WRAPPED HORIZONTAL PIPES: PROVIDE I/8" NOMINAL SHEET FOAM W/ (8) WRAPS MINIMUM, UNO. d. UNDERGROUND FIRE LINES 4" AND LARGER: 1. SLEEVES: PROVIDE 2" MIN CLEAR ALL AROUND 0.D. PIPE TO I.D. SLEEVE. SEAL ENDS PER ABOVE. 2. WRAPPED: PROVIDE 1/8" NOMINAL SHEET FOAM W/ (16) WRAPS MINIMUM. 3. WRAPPED AND SLEEVED PIPES SHALL HAVE 11/2" MIN CLEAR TO REINF STEEL. MINIMUM CONCRETE COVER AT PIPES TO BE 3". 4. CLEARANCE BETWEEN 'PIPES' TO BE 3d MIN TYP W/ A MAXIMUM OF (8) PIPES PER 48". GROUPS OF PIPES MAY BE BUNDLED AS SHOWN, EXCEPT IN PAD FOOTINGS. 5. NO 'PIPE' TO RUN PARALLEL IN FOOTINGS, STEM OR CURB. 6. PVC CONDUIT ('PIPE') EMBEDDED IN CURB/STEM MAY BE WIRE TIED TO HORIZONTAL REINF. 7. NO HORIZONTAL PIPES ALLOWED THROUGH FOOTING WITHIN 2'-0" EACH SIDE OF HOLDOWNS OR STEEL COLUMNS. NO VERTICAL PIPES ALLOWED IN FOOTINGS AT BRACED FRAMES. 8. PROVIDE 18" MIN OF COMPACTED FILL ABOVE PIPES UP TO 12"0, FOR LARGER PIPES INCREASE COMPACTED FILL DEPTH 1'-0" FOR EACH 6" INCREASE IN PIPE DIAMETER. OTHERWISE DEEPEN FOOTING AS SHOWN. PIPES THRU FOOTING ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 santa rosa ca 95404 707.526.0992 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor OVERAA Construction Drawing Title TYPICAL CONCRETE DETAILS Drawing No. 0-S1 .1 0 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:40 PM MIN LENGTH PER PLAN SAD FOR ACTUAL LENGTH 12"oc FIELD NAILING, TYP SILL E SPLICE AS OCCURS STGR WALL PEN AT SHTG SPLICES PER WALL PEN TRIM STUD OR TRIM POST AS OCCURS AT OPNG PLAN VIEW WALL STUD PER PLAN TYP UNO STGR AB WHERE SHTG OCCURS ES SHTG ES AS OCCURS 41/2" MIN AND 12" MAX AB TO E END OR SPLICE SHTG SPLICE ALIGNED W/ c STUD, 3x STUD AT SHTG SPLICE AS REQD PER SW SCHED AND WHERE SHTG OCCURS ON ES OF WALL HD PER - FULL HT POST AT HD, SIZE PER 8 UNO PER PLAN WALL CORNER/END/ INTERSECTION PER SCHEMATIC SHEAR WALL CONSTRUCTION 3/4" = 1-0" RIM JOIST/BLKG TO TOP R, TOE NAIL TRUSSES, JOISTS OR RAFTERS AT ALL BEARING POINTS TOE NAILS EACH SIDE TRUSSES, JOISTS OR RAFTERS TO SIDE OF STUDS EIGHT (8) INCH JOISTS OR LESS 10d © 6"oc FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF JOIST BLOCKING BETWEEN JOISTS OR RAFTERS: TO JOIST OR RAFTERS - TOE NAILS EA SIDE, EA END TO JOIST OR RAFTER BEARINGS - TOE NAILS EA SIDE BLOCKING BETWEEN STUDS, EACH END TOE NAILS BRIDGING TO JOIST, TOE NAIL EACH END 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL - SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS TOP PLATE TO STUD, END NAIL (2) 10d (3) 16d (1) 16d (2) 10d (2) 10d (2) 10d OR (2) 16d (2) 8d (2) 16d 16d © 16"oc STUD TO SOLE PLATE, TOE NAIL DOUBLE STUDS AT EXTERIOR WALLS, FACE NAIL DOUBLE STUDS, FACE NAIL - (3) 16d @ 16"oc (2) 16d DOUBLE TOP PLATES, FACE NAIL TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL CONTINUOUS HEADER, TWO PIECES - DOUBLE TOP PLATE LAP AT CORNER CONTINUOUS HEADER TO STUD, TOE NAIL (4) 8d 16d @ 12"oc 16d © 24"oc 16d @ 12"oc (3) 16d 16d © 16"oc ALONG EACH EDGE (3) 16d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL BUILT-UP CORNER STUDS POST TO SILL/SOLE/TOP PLATE, EACH SIDE TOE NAIL NAILING SCHEDULE 3/4" = 1'-0" 2x/3x 3/8" AT 2x 3/4" AT 3x o_ 1- z w o- PEN, STGR ROWS ON ES OF JT PEN AT 2x/3x 3/8" 1/2" • • z w a 1- (4) 8d (3) 16d (3) 16d 16d © 12"oc (4) 10d 4x 1/2' 3/4" a • • • • • • STGR ALONG EA �! ROW OF PEN PEN AT 3x PEN AT 4x 1/8" GAP BTWN PANELS 1/8" GAP BTWN PANELS 1 %" MIN PENETRATION AT 8d 11/2" MIN PENETRATION AT 10d INTO JST, STUD OR BLKG SECTION AT TYPICAL NAIL SPACING (4"oc OR MORE SPACING AT FLOOR OR ROOF) (6"oc SPACING AT SHEAR WALL) z w a 1 %" MIN PENETRATION AT 8d 11/2" MIN PENETRATION AT 10d INTO JST, STUD OR BLKG SECTION AT CLOSE NAIL SPACING (3"oc OR LESS SPACING AT FLOOR OR ROOF) (4"oc OR LESS SPACING AT SHEAR WALL) NOTE: SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS. JOINTS ARE TO BE CENTERED OVER BEARING. NAIL HEADS SHALL BE DRIVEN FLUSH W/ SHEATHING. MINIMUM SHEATHING SIZE IS 24" WIDTH x 48" LENGTH AT FLOOR AND ROOF, AND 12"x48" AT WALLS. SHEATHING NAILING 1 1/2" = 1-0" SLOPING TOP Ft'_ AS OCCURS I I I I�I I I III. II II WALL PEN DBL ROW PEN TO FULL HEIGHT KING STUD OR HD POST, TYP HD AS OCCURS PER PLAN WALL PEN SW HDR OPENING SW =iu 117:/151:77 II u NOTE: FRAMING SHOWN IS SCHEMATIC, SEE PLAN FOR SPECIFIC REQUIREMENTS SCHEMATIC SHEAR WALL ELEVATION FRMG DBL TOP Ft'_ WALL PEN POST AT HD PER CS x WALL LENGTH W/ 8d @ 4"oc ABV & BLW OPENING AT HDR & SILL. 2x4 FLAT BLKG UNDER AT WALLS - SOLID BLK AND STRAP BOTH SIDES WHERE SHTG IS BOTH SIDES FRMG OR FDN 2x BLKG AT ALL UNSUPPORTED EDGES, 3x BLKG AS REQD PER SW SCHED AND WHERE SHTG OCCURS ON ES OF WALL 1/2" MAX CLR, FL' WASHER — EDGE TO INSIDE FACE OF SHTG BOT OF WALL CONDITION VARIES, SEE PLAN SECTION AB TO OCCUR WITHIN MIDDLE THIRD OF SILL R, INCREASE R WASHER SIZE AS REQD SILL Ft SIZE, AB SIZE, AND AB SPCG PER SW SCHED, GALV E WASHER MIN 0.229" x 3" SQ NOTES: 1. PEN = PLYWOOD/OSB EDGE NAILING PER SW SCHED. 2. SILL R AB WASHER HOLE MAY BE OVERSIZED UP TO 3/16". WASHER MAY BE DIAG SLOTTED UP TO 13/" IN LENGTH. WHERE HOLE IS OVERSIZED OR SLOTTED, PROVIDE STD CUT WASHER. POST OR TRIM STUD FULL HEIGHT POST PER SCHED (4x MIN) SCREWS TO POST PER MFR A35 ES T&B AT HDU8 & LARGER z 2 II 3„ II II II MIN H WALL PEN PER SW SCHED TO POST W/ HD SHEAR WALL SHTG NOT SHOWN HOLDOWN PER SCHEDULE SILL R & ANCHORAGE PER SW SCHED WALL PEN TO SILL F PIPES THRU FTG 12" MIN FROM HD EMBED E BLW BOT REINF, 12" MIN AB & WASHER PER SCHED PROVIDE NUT ES WASHER LOCALLY DEEPEN FTG TO MAINTAIN CLR COVER 10d @ 12"oc MIN SHTG STUD WALL SHTG PEN SHTG 12" 3" CLR MIN FIN FLR OR TOP 4. OF CURB HOLDOWN AB OR THRD ROD WASHER AT AB MIN POST SIZE UNO ON PLANS HDU2 %"0 1/4"x21/" SQ 4x HDU4 %"0 1/4"x21/2" SQ 4x HDU5 %"0 1/4"x21/2" SQ 4x HDU8 7/8"0 5/16"x3" SQ 6x6 HDU11 HDU14* 1"0 1"0 3/8"x31/2" SQ 3/"x31/2"SQ 6x6 6x6 *NUTS AT ANCHOR ROD TO BE HEAVY HEX TYPICAL HOLDOWN 3/4" = 1-0" STUDS AT INTERSECTION 16d AT PEN SPCG PEN 16d COMMON @ 1 "oc PEN 16d AT PEN SPCG SHTG STUDS AT INTERSECTION 16d AT PEN SPCG STUD WALL 16d COMMON AT PEN SPCG STUDS AT INTERSECTION STUDS AT CORNER SHTG PEN 16d AT PEN SPCG SHTG WHERE OCCURS PEN PEN WHERE OCCURS 16d AT PEN SPCG PEN POST & HD 16d @ 12"oc STUD WALL TOP OF h FOOTING 16d AT PEN SPCG PEN SHTG POST & HD STUD WALL HD AT INTERSECTION SHTG 16d COMMON AT PEN SPCG PEN SHTG POST & HD PEN SHTG HD AT INTERSECTION 16d COMMON AT PEN SPCG STUD WALL PEN SHTG AS OCCURS HD AT CORNER PEN POST & HD SHTG HD AT CORNER AND END TYPICAL PLAN VIEW OF STUD WALL INTERSECTIONS (2) 16d AT 2x4 STUDS (3) 16d AT 2x6 & 2x8 STUDS (2) 2x CONT TOP E, UNO STUDS PER 2x BLKG AT SHTG JOINTS, UNO (1) 2x FULL HT STUD TYP (2) 2x FULL HT STUD AT OPENING > 4'-0" (3) 2x FULL HT STUD AT OPENING > 8'-0" UNO ON PLANS CONDITION WHERE BOLT OCCURS AT STUD 2x BLKG A35 3/4"0 HOLE CSK 1" MAX FOR NUT & WASHER TOP R BREAK 4'-0" MIN LAP SPLICE (AT STUD) W/ (12) 16d, TYP UNO r L HDR PER SCHED, UNO ON PLAN TYP DOOR PTDF SILL R CURB WHERE OCCURS TREAT END W/ PRESERVATIVE AT CURB (2) 16d AT EA I L J BOT E BREAK (AT STUD) r L HDR PER SCHED, UNO ON PLAN TYP WINDOW AT 3x SILL: (4) 10d TN AT 2x6 (6) 10d TN AT 2x8 L #4x -1 CURB END OF SILL R OR_ BAR AT DOOR NOTCH OR HOLE WIDER THAN 1/3 R WIDTH TYPICAL STUD WALL AND OPENING FRAMING 3/8" = 1-0" DBL FRMG MEMBERS ES OF OPNG WHERE FRMG IS INTERRUPTED, UNO HGR, TYP 4x HDR TO MATCH JST DEPTH, UNO PEN TO MEMBER AT EDGE OF OPNG FOR 3 TIMES LENGTH OF OPNG 2x FLAT BLKG, UNO 5 7 J L 4'-0" MAX OPENING OPENING TO 4'-0" SQ AB PER TYP UNO L L CS16 x "2W" LENGTH STRAP AT ES OF OPNG GREATER THAN 24"x24" ON TOP OF SHTG FRAME OPNG PER O N J OPNG • 5 STRAP PERO J F- L r < 4'-0" / CLOSELY SPACED OPENINGS BETWEEN FRAMING PEN AROUND OPNG 2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH EQUIP ATTACHMENT) J OPNG L 24" MAX PLAN / L PEN TO CONT 5 FRMG FOR 2 TIMES 'L' 2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH EQUIP ATTACHMENT) ROOF OR FLOOR JST DO NOT CUT 2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH EQUIP ATTACHMENT) LOC OPNG BTWN FRMG, NO ADDL OPNG WITHIN 4'-0" ALL AROUND, WHEN CLOSER OPNG OCCUR SEE�� ISOLATED OPENING BETWEEN FRAMING UP TO 24" OPENING IN DIAPHRAGM 3/4" = 1-0" BLK EDGES OF OPNG CS16 x 3'W' T&B = (2'-0" MAX) OPENING : / . • • W (14 1/2" MAX) UNO SPECIFICALLY ON STRUCT PLANS �n I WALL PEN TO STUD ES OF OPNG FOR DISTANCE 'H' ABV AND BLW OPNG NOTES: 1. OPENINGS < 6" SQ DO NOT REQUIRE BLOCKING AND STRAPPING. 2. NO ADDITIONAL OPENINGS WITHIN 4'-0" ALL AROUND. 3. NO OPENINGS PERMITTED IN SHEAR WALL ©OR HIGHER OR IN SHEAR WALLS LESS THAN 10'-0" LONG UNLESS SPECIFICALLY DETAILED ON STRUCTURAL PLANS. CONTACT STRUCTURAL ENGINEER FOR ASSISTANCE. 4. FRAME OPENINGS PER 1/0-S1.WJ-IERE STUDS ARE INTERRUPTED. SMALL OPENINGS IN SHEAR WALLS * = 12" MAXIMUM 41/2" MINIMUM 0 D/4 MAX NAILS TO MATCH LAP SPLICE, ES OF SPLICE (16d @ 12"oc MIN) A35 ONE SIDE T&B AT EXT OPENINGS <_ 6'-0" A35 ES T&B AT OPENINGS > 6'-0" (4) 16d, TYP A35 T&B TYP AT EXT OPENING >_ 4'-0" (1) 2x TRIMMER, TYP (2) 2x TRIMMER AT OPENING > 6'-0", UNO ON PLANS NOTCHING OF STUDS NOT PERMITTED. FOR HOLES IN STUDS SEE DBL E AT OPENINGS > 4'-0" NO SPLICES ALLOWED A35 T&B TYP AT EXT OPENING >_ 4'-0" HEADER SCHEDULE MAX SPAN NOMINAL HEADER BRG NON-BRG 6'-0" 4x8 OR 6x6 4x6 OR 6x6 8'-0" 4x10 OR 6x8 4x8 OR 6x6 10'-0" 4x12 OR 6x10 4x10 OR 6x8 12'-0" 6x12 4x10 OR 6x8 . HEADERS TO MATCH WIDTH OF WALL STUDS. 2. HEADERS TO BE DF #1, MIN UNO. 3. FOR LARGER OPENINGS, SEE PLANS. 4. HEADER MAY BE USED AS LOWER TOP E AS REQD BY OPENING HEIGHT. 5. AT 2x8 WALLS, USE 6x HEADER + 2x + SHIM OR 63A" GLB + SHIM. L/3 MIN D MIN L/2 MAX 3D MAX D/4 MAX D MIN I I JST OR RAFTER 2" MIN z 2 0 D'/3 MAX ST2122 - CENTER ON HOLES AND ON DOUBLE E 4'-0" MIN FROM HOLE TO TOP E SPLICE MEMBER AND HOLE D = DEPTH OF JOIST OR RAFTER D' = STUD OR PLATE WIDTH L = CLEAR SPAN NOTE: DO NOT NOTCH OR DRILL STUDS AND JOISTS WITHIN D' OR D OF KNOTS IN WOOD HOLES AND NOTCHES IN WOOD STUDS, JOISTS, AND PLATES 3/4" = 1-0" TOP E SPLICE STRAP PER SCHED A35 (4) 16d TO BM TYP STUDS INTERIOR LTP4 DBL TOP E A35 EPCZ 16d @ 12"oc ES POST TO MATCH BM WIDTH AND WALL THICKNESS, TYP TYP DBL TOP E A3 END CU 3 ES PER PLAN AND V\i T TO BEAR TYPICAL BEAM IN AND THRU STUD WALL PARALLEL 2x MIN SB 48"oc SHTG TRUSS 2x MIN SB @ 48"oc SDPW19600 @ 48"oc MAX SDPW19600 EA BLK FULL HT STUD WALL PERPENDICULAR UD ES TO BM S BM 0 MATCH BM WIDTH ALL THICKNESS, TYP 12"oc ES PRE -MANUFACTURED TRUSS FRAMING SHTG STRUCT FRMG SDPW19600 EA BLK DBL TOP E PROVIDE SHAPED UPPER TOP E TO MAINTAIN 1/2" GAP AT SLOPED RAFTERS FULL HT STUD WALL PARALLEL PERPENDICULAR NOMINAL OR MANUFACTURED LUMBER FRAMING 3/4" 1/2" GAP 1/2" GAP NOTE: INSTALL SDPW AT OF BLOCKING OR STRUCTURAL FRAMING AND WITHIN MIDDLE HALF OF DOUBLE TOP PLATES TYPICAL NON-STRUCTURAL STUD WALL DETAILS ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 santa rosa ca 95404 707.526.0992 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA Construction Drawing Title TYPICAL WOOD DETAILS Drawing No. 0-S1.20 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 U N @) UI N N 0) cmI a) c Q 0 a) E 471 D co N -63 a) O 0 12 a) c .0, c w U 2 Q w N 0 a) c O in 0) C MECH UNIT CONNECT UNIT TO CURB PER MFR PROVIDE 18GA Z CLIP W/ (4) #10 TEK SCREWS TO MECH UNIT & (4) #10 TEK SCREWS TO CURB ALL SIDES, MIN 1/4"0x3" LAG BOLT @ 24"oc & 6" FROM ENDS (MIN (3) ES) CURB PER MECH DWGS 4x W/'/"0 LAG BOLT @ 32"oc & 12" FROM ENDS (MIN (2) ES) OMIT WHERE NOT REQD 4x OR GLB MECHANICAL CURB DETAIL ABOVE 4x OR GLB 1 1/2" = 1'-0" SIM AT LOW BM END (2)'/"0x4"WS (WHERE D IS LESS THAN CASE I OR EQUAL TO 11/") • 3/ "0 LAG SCREW AT Q. BM (WHERE D IS CASE 2 GREATER THAN 11/4") NOTES: 1. DO NOT OVERCUT NOTCHES OR SEAT CUTS. 2. D MAX = BEAM DEPTH/4 SEE OTHER DETAILS FOR ADDITIONAL NOTCH OR SEAT CUT SIZE INFORMATION. 3. MINIMUM LAG SCREW LENGTH = D + 21". BEAM SEAT CUT/NOTCH REINFORCEMENT 3/4" = 1'-0" 4x i (7) EQ SPACES (3) STAGGERED ROWS PEN 13) ROWS PEN AT 4x 3x�, (5) EQ SPACES (2) STAGGERED ROWS PEN (2) ROWS PEN AT 3x (SIM AT 4x) 3x/4x LEDGER (OR TOP R AS OCCURS) SECTION AT BOUNDARY MEMBER (3) ROWS PEN, STGR, ES JT (3) ROWS PEN AT 4x 3x 3/8" • 1/2" (2) ROWS PEN STGR, ES JT (2) ROWS PEN AT 3x p (2) ROWS PEN, STGR, ES JT (2) ROWS PEN AT 4x 1/4" GAP BTWN PANELS JST, BM, OR BLKG SECTION AT SHEATHING PANEL SPLICE NOTE: SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS. JOINTS ARE TO BE CENTERED OVER BEARING. NAIL HEADS SHALL BE DRIVEN FLUSH W/ SHEATHING. MINIMUM SHEATHING SIZE IS 24" WIDTH x 48" LENGTH. FLOOR/ROOF SHEATHING - MULTIPLE NAIL ROWS 1 1/2" = 1'-0" 0 SILL SPLICE AS OCCURS 4 1/2" MIN 12" MAX,, — SILL & CONDUIT 4 1/2" MIN 12" MAX, TYP OFFSET CONDUIT CASE 1 - SINGLE. CONDUIT DIAMETER s D/3. MIN SPCG = 16"oc 1.5D<L<3D 41/2" CASE 2 - SPLIT IN SILL 4 1/2" 1/2" SPCG PER SW SCHED jrSPLITS LONGER THAN 3D REQUIRE REPLACEMENT OF SILL CASE 3 - SINGLE. CONDUIT DIAMETER > D/3 41/2" 14 1/2" MAX 4 1/2,"� SPCG PER ,� II SW SCHED O PER SCHEDO o Z 00000 CASE 4 - NOTCH FOR CONDUIT 4 1/2" 14 1/2" 4 1/2" SPCG PER MAX / SW SCHED CONDUIT - LOCATE ON SIDE OPPOSITE FROM SW SHTG o o o 0fl©oo© CASE 5 - MULTI CONDUIT. DIAMETER > D/3 SCHEDULE A CASE 3 CASE 4 CASE 5 SW® 48" 32" 48" SW© 64" 48" 64" SW© 80" 64" N/A SW© AND HIGHER N/A N/A N/A NOTE: 1. ALL PENETRATIONS THROUGH SHEAR WALL SILL PLATE SHALL CONFORM TO THE REQUIREMENTS OF THIS DETAIL OR BE REROUTED PRIOR TO INSTALLATION OF SILL. 2. PROVIDE ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MEET INDICATED SPACINGS. ADDITIONAL ANCHOR BOLTS TO BE INSTALLED AT CENTERLINE OF SILL PLATE PER 15/0-S1.W10HERE NECESSARY. AB DIA AS REQD BY SW SCHED. MATCH CAST -IN -PLACE EMBED. HOLES IN PLATES AT SHEAR WALLS 3/4" = 1'-0" NOTE: PROVIDE BOLTS 41/4" MIN & 12" MAX FROM EE OF ALL NAILERS WALL SHTG ES AS OCCURS MB MAY BE USED IN LIEU OF WELDED THRD STUD HSS COL PER PLAN 2x ES W/ 3/4"0 WTS @ 32"oc, TYP UNO - PROVIDE 3x ES W/ 5/ "0 WTS @ 24"oc AT WALL PEN LESS THAN 6"oc HSS COLUMN WITHIN WALL 2x OR 3x ES 2x TRIM STUD, SAD FOR END OF WALL LOC SEE OTHERWISE HSS COLUMN AT END OF WALL (EDGE OF OPNG SIM) 4x ES W/ %"0 WELDED THRD STUD @ 24"oc, TYP UNO - PROVIDE %"0 WTS @ 12"oc AT WALL PEN LESS THAN 4"oc, BEVEL CORNER OF NAILERS PAF @ 24"oc SHIM AS REQD SEE OTHERWISE HSS COLUMN AT CORNER 3x W/ %"0 WELDED THRD STUD @ 32"oc, CSK (1" MAX) , TYP UNO BLKS WHERE REQUIRED ALIGN W/ NAILER ABV 2x UNO, CSK NOT PERMITTED AT 2x SEE OTHERWISE WIDE FLANGE NAILER (CHANNEL & HSS SIM) TYPICAL STEEL BEAM/COLUMN NAILERS 3/4" = 1'-0" NON STRUCT ROOF SHTG STRUCT ROOF SHTG 2x T&G DECKING PURLIN 10d TN @ 12"oc STGR SLEEPER TO FRMG, TYP VERIFY TN DOES NOT EXTEND WITHIN 1/" OF UNDERSIDE OF 2x DECKING FOR APPEARANCE. RIGID INSUL W/ SLEEPERS 8dx1'/" AT PEN TO 2x AT INT SPACES, SAD T&G DECKING SECTION THRU PURLIN 16d AT ROOF PEN TO PURLIN SECTION THRU DECKING AT STRUCT SHTG SPLICE SPLICE STRUCT SHTG OVER SUPPORTS ONLY 1 I 2x DECKING BLW CENTERED __LILT I II I I II I I I_� LL PLAN VIEW AT STRUCT SHTG SPLICE PURLIN BLW TOP PLATE SPLICE SCHEDULE MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2) A (12) 16d PER 4'-0" MIN LAP MSTC28 B (22) 16d PER 4'-0" MIN LAP MSTC40 C (26) 16d PER 6'-0" MIN LAP MSTC52 D (32) 16d PER 6'-0" MIN LAP MSTC66 E (36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE F (44) 16d PER 8'-0" MIN LAP MSTC40 EA SIDE G (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE NOTES: 1. AT LAP SPLICES, SPACE NAILS @ 3"oc MIN (MAX 12"oc). STAGGER AT 21/4" GAGE. 2. USE STRAP SPLICE WHERE BM INTERSECTS TOP E. 3. NAILS TO MATCH LAP SPLICE ES OF SPLICE (16d @ 12"oc MAX) 4. USE SPLICE TYPE A UNO. SEE SEE EQUAL# NOTE 3 LAP NOTE 3 NAILS EE CASE 1 2x SB W/ PEN & 16d AT PEN SPCG TO R STUD ALIGNED UNDER PLATE SPLICE, TYP CASE 2 TOP PLATE SPLICE SCHEDULE AND DETAILS 3/4" = 1'-0" LEDGER SPLICE SCHEDULE MARK CASE STRAP/PLATE CASE STRAP/PLATE AO 1 MSTA24 - OB 1 MSTA30 - CO 2 MSTI48 3 MSTI60 DO 2 CMST14x5'-6" 3 CMST14x6'-0" OE 2 (2) MSTI48 4 R'/4" W/ (6) 1"0 MB ES OF SPLICE STRAP OVER SHTG OPTION BM AS OCCURS SEE STRAP CASE 1 CASE 3 OTE #3 CASE 2 SPLICE BOTH R'- HERE STRAP 0 w SPLICE NOTES: 1. PROVIDE 3x OR (2) 2x STUDS AT SPLICE 2. ALL NAILS TO BE 10d NAIL ALL HOLES 3. FOR CASE 1, SPLICE W/ MSTA36 AT BM 4. USE SPLICE TYPE 'A' UNO DRILL STRAPS FOR HGR NAILS 1" MINI,1,1" MIN STRAP DBL STRAP AS OCCURS --c 3'/" MAX DEEP x 1/4" MAX WIDTH SLOT IN BM 1 1/2" CASE 4 SLOT BM NEAR END ONLY PER CASE 3 _1 3/4" 1 3/4" HUS HGR TO FIT BLW STRAP NOTCH TOP OF JST AS REQD LEDGER OR RIM SPLICE SCHEDULE 3/4" = 1'-0" TIE STRAP SCHEDULE STRAP CASE 1 CASE 3 OTE #3 CASE 2 SPLICE BOTH R'- HERE STRAP 0 w SPLICE NOTES: 1. PROVIDE 3x OR (2) 2x STUDS AT SPLICE 2. ALL NAILS TO BE 10d NAIL ALL HOLES 3. FOR CASE 1, SPLICE W/ MSTA36 AT BM 4. USE SPLICE TYPE 'A' UNO DRILL STRAPS FOR HGR NAILS 1" MINI,1,1" MIN STRAP DBL STRAP AS OCCURS --c 3'/" MAX DEEP x 1/4" MAX WIDTH SLOT IN BM 1 1/2" CASE 4 SLOT BM NEAR END ONLY PER CASE 3 _1 3/4" 1 3/4" HUS HGR TO FIT BLW STRAP NOTCH TOP OF JST AS REQD LEDGER OR RIM SPLICE SCHEDULE 3/4" = 1'-0" TIE STRAP SCHEDULE MARK STRAP MIN. NAILING ES OF • MAX. NAIL SPACING (SEE NOTES#1) MIN. END LENGTH (EL) CASE 1 CASE 2 EL RL CS16 (10) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 12" © CS14 (13) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 16" © CMSTC16 (25) 10d 10d @ 3"oc STGR FILL ALL NAIL HOLES 10d @ 3"oc STGR 24" O I CMST14 (33) 10d 10d @ 3'/z"oc STGR FILL ALL NAIL HOLES 10d @ 3'/z"oc STGR 32" CMST12 (43) 10d 10d @ 3'/z"oc STGR FILL ALL NAIL HOLES 10d @ 31/2"oc STGR 48„ 1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE END LENGTH (EL) IS NOTED, SEE CASE 2. 2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF • . EQ CUT LENGTH • EQ CASE 1 CUT LENGTH END LENGTH (EL) REMAINDER LENGTH (RL) • CASE 2 3. LOCATE STRAPS OVER SHEATHING AND BLOCK UNDER STRAP W/ FLAT 2x6 (2x4 AT CS16/CS14) WHERE NO FRAMING OCCURS, UNO. 4. SEE PLANS FOR STRAP LENGTHS, LOCATIONS AND DETAILS, UNO. TIE STRAP SCHEDULE 3/4" = 1'-0" CEILING JOIST SCHEDULE MAX SPAN JOIST SIZE HANGER IF REQUIRED LEDGER IF REQUIRED 9'-0" 2x4 @ 16"oc LU24 2x4 W/ (2) 16d @ 16"oc 12'-6" 2x6 @ 16"oc LU26 2x6 W/ (3) 16d @ 16"oc 14'-0" 2x8 @ 16"oc LU28 2x8 W/ (4) 16d @ 16"oc 19'-0" 2x10 © 16"oc LU210 2x10 W/ (5) 16d @ 16"oc NOTES: 1. CEILING JOIST SCHEDULE IS BASED ON LL = 10 psf. 2. WHERE LEDGERS ARE NAILED THROUGH WALL SHTG, USE 20d NAILS IN LIEU OF 16d NAILS. 3. PROVIDE MIDSPAN BLOCKING AT 2x10 JOISTS. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT G 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL WOOD DETAILS Drawing No. O-S1.21 10/2/2024 4:53:41 PM RIGID INSULATION OVER 2x T&G DECKING W/ SLEEPERS 3/4" = 1'-0" CEILING JOIST SCHEDULE 3/4" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 E 0 U N _oI 0 N N 0I E 1- 0 c 0 0 a) E Q1 D co N N a) O 12 0 a) 0 c w 2 a w in 0 a) c O B 0) a) 10/2/2024 4:53:42 PM 1/' ` 1-16 AT HSS COL TYP STUD OR TRACK TRACK OR STUD W/ PAF @ 16"oc OR ALT WELD HSS PAF @ 16"oc TYP, ALT AT CONC WALL #8 SMS AT 32"oc STUDS TO STUD - TYP STUD TYP TRACK #8 SMS AT 32"oc STUDS TO STUD TYP STUD TYP TRACK STUD OR TRACK 2" LARGER THAN WALL STUDS TYP TYPICAL CORNERS AND INTERSECTIONS 1" = 1'-0" TYP ES (T&B AT TRACK & FLAT STUD HDR) 1/�� 1 (2) WELDS ES TYP �/ II 1AII I y I BEND AT TRACK WEB ,/8 V TYP T&B WELDED CONNECTION EDGE OF WALL AS OCCURS 3" MIN TO EDGE OF WALL TYP STUD OR TRACK 54 MILS R 3" x HEADER HT ES W/ (3) #8 SMS TO JAMB & HDR (OMIT AT TRACK & FLAT STUD HEADER) L1'/2"x1'/"x TRACK GAUGE OR 54 MILS MIN x (STUD WIDTH -1/ ") W/ (3) #8 SMS EA LEG T&B ALT SCREWED CONNECTION (INTERIOR NON-BRG ONLY) JAMB STUDS PER SCHED I� CUT FLANGE ES & EXTEND WEB TO OVERLAP W/ JAMB W/ (3) #8 SMS ES HEADER PER SCHED (3) #8 SMS TYP CUT & BEND TRACK AS SHOWN TRIMMER WHERE OCCURS SCREWED CONNECTION TYPICAL HEADER CONNECTION 1" = 1'-0" JAMB STUDS PER SCHED (3) #8 SMS TYP #8 SMS ES TYP SILL PER CUT & BEND AS SHOWN T&B SCHED WELDED CONNECTION TYPICAL SILL CONNECTION 1" = 1'-0" TRACK TO MATCH STUD DEPTH W/ #10 SMS AT 12"oc EA FLANGE AS REQD JAMB STUD PER SCHED OR HOLD DOWN STUD PER OTHER DETAILS (2) #10 SMS @ 12"oc UNO BACK-TO-BACK CONNECTION T L WELDED CONNECTION ALT CONNECTION #10 SMS @ 6"oc TYP JAMB STUDS PER SCHED TRACK THICKNESS TO MATCH JAMB STUDS (4" MAX DEPTH) BOXED CONNECTION JAMB STUD CONFIGURATIONS TYPICAL NON -BEARING HEADERS AND SILLS 1 1/2" = 1'-0" CLIP CONN TO STUD CONN TO ABV MIN JAMB STUD THICKNESS NOTES SIMPSON SCW (2) #14 SMS (2) #12 43 MILS STL NETWORK SL CLIP (3) #12 SMS (3) #12 43 MILS 4"x2"x97MILSx4" CLIP W/ 1/4"x2" VSH (2) #12 SMS (2) #12 43 MILS NOTE: PROVIDE CLIP ES JAMB STUD AT ALL OPENING GREATER THAN 4'-0" NOTCH TRACK FOR CLIPS JAMB STUD DEFLECTION TRACK 1 1/2" = 1'-0" DEFLECTION TRACK (2) PAF @ 16"oc (2) ES AT JAMBS OR OPTIONAL WELD TYP SLIP TRACK PER OTHER DETAILS CLIP EA SIDE W/ CONNECTIONS PER SCHED ABV OPTION 1'/2-16 2 WELDS ES JAMB INTERRUPT TRACK TO PASS JAMB CLIPS VERTICLIP CLIP SL600 JAMB CLIP AT OPNG 0/ 6'-0" WIDE, PROVIDE CLIP ES AT OPNG 0/ 9'-0" WIDE, SHOOT EA CLIP TO STL BM W/ (4) PAF TYP FOR INFORMATION NOT NOTED SEE ATTACHMENT OF JAMB STUDS TO STEEL BEAM 1" = 1'-0" HSS BRACE PER ELEV, BOX BM CONN NOT PERMITTED AT BRACE PROTECTED ZONE MTL STUD TRACK MATCH THICKNESS OF BOX BM 54 MILS MIN MTL STUD BOX BM WHERE OCCURS NOTE: CONNECTIONS TO HSS BRACE W/ PROTECTED ZONE REQUIREMENT ON S6.1. MTL STUD BOX BM SEE OTHERWISE W OR HSS COL PER PLAN BOX HEADER CONN TO STEEL FRAMING 1" = 1'-0" JET TRACK TRACK ONLY TRACK (ES '/8 2-12 STUD TRACK & STUD TRACK T&B ES '/a�2-12 STUDS ES '/V2-12 ALT TO WELDS: #8 SMS @ 12"oc (TYP 4 PLACES) MULTIPLE TRACKS & STUDS HEADER CONFIGURATIONS 54 MILS ANGLE 3"x3"x4" LONG W/ (4) #12 SMS TO BOX BM AND (3) #12 SELF DRILLING SCREWS TO STL COL TYP MTL STUD BOX BM #12 SMS @ 1'h"oc (3) MIN AT 6" HDR (4) MIN AT 8" HDR (6) #12 SELF DRILLING SCREWS TO STL COL TYP NOTE: 1 SEE SCHEDULE 0-51.3 FOR REQD TRACK AND STUD SIZES. TRACK TRACK ONLY TRACK ALT TO WELDS: 54MILS x2"x4"F. W/ (4) #8 SMS @ 24"oc ES TRACK & STUD SILL CONFIGURATIONS ATTACHMENT TO STRUCTURE PER STUDS PER ELEV OR DETAILS NOTES FOR ALL OPTIONS: 1. WALL COVERING SHALL NOT SCREW TO TOP TRACK. 2. WHERE SHTG DOES NOT EXTEND TO STRUCTURE/ TOP OF WALL, PROVIDE STRAP AND BLKG PER AT UNSHEATHED FACE AT 4'-0"oc MAX. OPTION A OPTION B (INTERIOR WALLS ONLY) NON -BEARING WALL TRACK AT TOP 1" = 1'-0" TOP TRACK PER WALL AT BM (2) PAF OR OPTIONAL WELD 2"x%"x54 MILS COLD ROLLED @ 16"oc OR 1'/z" x54 MILS 1'/z" Z @ 16"oc W/ (2) PAF TOP TRACK PER 4" MAX WALL OFFSET AT BM (2) PAF OR OPTIONAL WELD 2"x%"x54 MILS COLD ROLLED @ 16"oc OR 1'/z" F x54 MILS 1'/z" Z @ 16"oc W/ (2) PAF OPTION WALL AT BM W/ FIREPROOFING TOP TRACK "T150" TO MATCH STUDS, 54 MILS MIN AT INT STUDS, 68 MILS MIN AT EXT STUDS UNO NO ATTACHMENT TO TRACK BLW "T200" TRACK TO MATCH SIZE & THICKNESS OF TYP STUDS UNO W/#8SMS ES TO EA STUD OR JAMB PIECE IN BOT ''/2' OF TRACK 54 MILS MIN SLOTTED SLIP TRACK W/ ALLOWANCE FOR 3/4" DEFLECTION INSTALL PER MFR & ICC ES REPORT STUDS PER ELEV OR DETAILS STL BM PER PLAN (2) PAF @ 16"oc OR OPTIONAL WELD STL BM PER PLAN OPTION FIREPROOFING SAD STL BM PER PLAN TOP TRACK PER (2) #10 SMS ATTACHMENT OF NON -BEARING STUDS TO STEEL BEAM 1" = 1'-0" BOTH SIDES 3/4 WELD ATTACHMENT BOTH 3/ SIDES IF PUNCH -OUT OCCURS AT RUNNER - PROVIDE 1"x1'/" END STIFF TO MATCH STUD GA #8 SMS ES (2) #8 SMS REPAIR AT PUNCH -OUT #8 SMS ES SCREW ATTACHMENT STUD OR JOIST TO TRACK 1" = 1'-0" #8 SMS EA SIDE JAMB STUDS PER SCHED L2x2x97 MILS x 3" (3) #8 SMS %"0 x 4" SCREW AB PER TRACK jr 4" AT DOOR > 4'-0" WIDE JAMB STUD PER SCHED #8 SMS ES TRACK PAF PAF 4" jr jr AT DOOR < 4'-0" WIDE JAMB STUD BASE 1" = 1'-0" NOTE: STUDS TO HAVE FULL BEARING ON TRACK TYP JAMB STUDS PER SCHED #8 SMS ES TRACK PAF ES JAMB 2 1/2"; 1,1, 2 1/2" TYP (INTERIOR ONLY) FOR INFORMATION NOT NOTED SEE COLD FORMED FRAMING SCHEDULE LOCATION MINIMUM MEMBER SIZE MAX SPAN/LENGTH MAX SPACING UNO REFERENCE DETAIL INTERIOR STUDS 400S162-43 18'-0" 16"oc 600S162-33 30'-0" 16"oc INTERIOR STUDS W/ SHELVING OR EQUIPMENT ANCHORAGE 400S162-54 15'-0" 16"oc 600S162-43 15'-0" 16"oc INTERIOR HEADERS (2) 600S162-43 STUDS AND (2) 400T150-43 TRACKS b 5 12'-0" �� IL 1 (2) 800S162-43 STUDS AND (2) 600T150-33 TRACKS (2) 400S162-33 STUDS AND (2) 400T150-43 TRACKS b 5 8,-0„ IL L_J �I SEE 0-S1.30 400T200-43 (OR 600T200-43) b 5 4'-0" INTERIOR SILLS 400S162-43 STUD AND 400T150-43 TRACK (OR 600S162-33 AND 600T150-33) b <_ 14'-0" n I-1 SEE 0-S1.30 400T150-43 (OR 600T150-43) b 5 8'-0" f-1 INTERIOR JAMBS (2) 400S162-43 (OR (2) 600S162-33) 15'-0" b 5 12'-0" 400S162-43 (OR 600S162-33) 15' 0" b 5 4-0" SEE 0-S1.3 CEILING JOISTS 400S162-33 10'-0" 16"oc 600S162-43 17'-0" 16"oc SEE S1.31 CEILING HANGERS 400S162-43 h 5 6'-0" Q 400S162-43 & 400T 150-43 h < 8,-0„ SEE 0-S1.31 1. TYPICAL TRACKS TO BE SAME GAUGE AS STUD, 43 MIL MIN (UNO). FLANGE TO BE 11/" MIN. 2. MULTIPLE ADJACENT WINDOWS TO EACH HAVE INDIVIDUAL HEADERS AND FULL JAMB STUDS BETWEEN WINDOWS. 3. TYP WALL BRIDGING/BLKG PER 1/0-S1.31 . 4. TYP STUD/JOIST TO TRACK PER 6/0-S1.30 . 5. COORDINATE STUD DEPTH W/ ARCH DRAWINGS. INCREASE MIN HDR, SILL OR JAMB MEMBER DEPTHS AS REQD TO MATCH ACTUAL WALL STUD DEPTH. 6. "b" INDICATES OPENING WIDTH PER 2/0-S1.30 . 7. JAMBS TO CONTINUE TO FOUNDATION AT MULTI -STORY CONDITIONS. 8. METAL STUD SECTIONS THAT ARE PART OF BUILT-UP HEADERS SHALL BE UNPUNCHED. SCHEDULE - COLD FORMED METAL FRAMING, UNO 3/4" = 1'-0" FOR PARTIAL HT WALL SEE TRACK PER FOR CONN TO CONC SEE 4" 4" SYM ABOUT AT SILL IT IT INTERIOR NON -BEARING WALL (OPENING AS OCCURS) 1" = 1'-0" MIN EDGE DISTANCE PER SCHED ANCHOR PER SCHED CONC OVER METAL DECK MIN EDGE DISTANCE PER SCHED ES AT CURB NOTE: NO POWDER DRIVEN PINS AT CURB ANCHOR PER SCHED STUD & TRACK ir PER SCHED AT CURB OR CONC WALL ADDL FASTENER 4" EA SIDE OF JAMB STUDS AT DEFLECTION TRACK PER STUDS, JAMBS, AND MULLIONS PER SCHED SEE(1 0-S1.3 BRIDGING PER 13 -S1.3 ANCHOR PER SCHED STL FRAMING PER PLAN STL FRAMING ANCHOR PER SCHED CONC SLAB PER PLAN AT SLAB ON GRADE ANCHOR TYPE, DIAMETER AND SPACING LOCATION SCREW ANCHOR POWDER DRIVEN PINS EXPANSION ANCHOR CAST -IN- PLACE DETAIL EXTERIOR WALL SLAB ON GRADE (H=15'-0" MAX) '/2"0 @ 32"oc NOT PERMITTED , 0 @ 32 oc / 0 @ 48 oc O INTERIOR WALL SLAB ON GRADE /2"0 @ 48"oc 0.157"0 @ 16"oc '/%"0 @ 48"oc 1/2"0 @ 48"oc B INTERIOR WALL SLAB ON MTL DECK %"0 @ 48"oc 0.157"0 © 16"oc %"0 @ 48"oc N/A O EXTERIOR WALL SLAB ON MTL DECK (H=15'-0" MAX) %"0 @ 16"oc NOT PERMITTED 3/8 "0 @ 16"oc N/A O (H=14'-0" MAX) STL FRAMING N/A 0.157"0 @ 16"oc N/A N/A OD MIN CONC EDGE DISTANCE 13/4" 3" 3" 3" REF DETAIL & NOTES ® STAGGER PINS NOTE #4 I-s1.10 0-51.10 NOTES: 1. PROVIDE (2) ANCHORS MIN PER TRACK SEGMENT. 2. FOUNDATION AND SLAB REINFORCING PER OTHER DETAILS. 3. CENTER FASTENERS W/ TRACK UNO. 4. SEE PLAN AND SCHEDULE FOR ADDITIONAL ANCHORAGE REQUIREMENTS, AS OCCURS. 5. PROVIDE ANCHOR EACH END OF TRACK. END DISTANCE MIN 1'/2" AND MAX 3" OR MIN CONCRETE EDGE DISTANCE AS OCCURS. TYPICAL BOTTOM TRACK ANCHORS AT CONCRETE AND STEEL 1" = 1'-0" CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL CFS ELEVATION AND CONNECTION DETAILS Drawing No. O-S1.30 " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 2 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt D C 1/2" MAX 1/2" MAX BM AS OCCURS (2) PAF @ 12"oc OR WELD OPTION OPTION '/8 3-12 CONT 68 MILS TRACK MTL DECKING Ft'- 97 MILS x6"x12" AT EA HGR STUD W/ (2) #8 SMS, ES (4 SMS TOT) CONT 68 MILS TRACK (4) #8 SMS HANGER STUDS — MTL DECKING CONT 68 MILS TRACK (2) #8 SMS @ 12"oc AT OF LOW FLUTE HANGER STUDS HANGER STUDS rAMI /Of jr 1 MIN L6x4x12"x68 MILS W/ (4) #8 SMS DIAG BRACE BRACES MTL DECKING L6x4x68 MILS x12" MIN W/ (2) #8 SMS AT OF LOW FLUTE (4 SMS TOT) (4) #8 SMS DIAG BRACE MTL DECKING E 97 MILS x12"x12" W/ (2) #8 SMS AT 1" Q OF LOW FLUTE MIN (4 SMS TOT) OMIT Ft IF L6x4 ALIGNS W/ LOW FLUTE (4) #8 SMS HANGERS & BRACES AT METAL DECK FOR INFORMATION NOT NOTED SEE 1 0-S 1.3 1" = 1'-0" O STUD WHERE REQD #8 SMS @ 16"oc 400S162-43 BRACE @ 4'-0"oc UNO BRACE 1 (4) #8 SMS 1 400S162-43 BRACE AT HGR LINE SPACING = 2x HGR LENGTH HANGER STUDS PER (2) #8 SMS TO EA HGR CONT STRONG BACK PER PROVIDE 400S162-43 WHERE BRACE LENGTH EXCEEDS 6'-0" TYP 6" MAX\\\\\ 400S162-43 BRACE @ 4'-0"oc UNO� TYP ALT CONN : JST STUD OR HGR TYPICAL BRACE CONNECTIONS 1" = 1'-0" 1 1/2" 1 1/2" 1 /2' ,,, TYP HSS, BASE Ft & AB ■ 5/a "0 x 6" SCREW ANCHOR PER UNO WINDOW CONT TRACK (68 MILS MIN) H S S4x4x'/4 @ 6'-0"oc MAX UNO ON PLAN OR ELEV 24" #3 $TOP OF SLA 3/ 6 O #12 SMS ES EA VERT STUD (68 MILS MIN) ES W/ (4) #12SMSTOHSS — 1 1/2" 1 1/2" AT CORNER 0 0 z_ co TRACK CONT CUT TO ALLOW HSS TO PASS 11111 121 O FOR INFORMATION NOT NOTED SEE TYPICAL SECTION AT PARTIAL HEIGHT WALL 1" = 1'-0" 0� (MAX LOAD 400 PLF) L 11/2"x1'/2"x 54 MILS x (STUD WIDTH -1/2") OR BEND WEB OF TRACK W/ (3) #8 SMS EA LEG 54 MILS TRACK #8 SMS @ 12"oc (3) MIN TYP 54 MILS STUD DBL STUD JAMB PER ES OF BUILT-UP BLK, ATTACH TO STRUCTURE W/ DBL CONN T&B HEAVY DUTY WALL BACKING PLATE 1" = 1'-0" 4" MAX BM PER PLAN 162S125-33 MIN STUDS @ 16"oc AT BM DEPTH >_ 14" AS REQD FOR FINISH ATTACHMENT, BOTH SIDES AS OCCURS PAF @ 24"oc TYP TRACK TO STL BM 0 INFILL AT STEEL BEAM #8 SMS TYP INCREASE STUD WIDTH AS REQD 1 1/2" = 1'-0" (4) #10 SMS EA SIDE OF SPLICE X 2 N 1" MIN 1" MIN NESTED S162 STUD SAME MILS AS TRACK TOP TRACK SPLICE L3x3x54 MILx0'-4" W/ (4) #10 SMS EA LEG O ALT BRACE IF POSSIBLE BRACE SIZE & SPACING PER a TOP TRACK TYPICAL BRACE AT TOP OF PARTIAL HT WALL 1 1/2" = 1'-0" CLG JSTS (4) #8 SMS WALL STUDS FOR CONN AT TOP SEE AT SOFFIT CONDITION TYP UNO nr L1V2"x1'/2" x 54 MILS W/ #8 SMS AT EA JST & STUD - AT SOFFIT CONDITION OPTIONAL ATTACHMENTS FOR CONN AT TOP SEE CLG HGR ES CONT BLKG PER CONT 400S162-43 CLG JST STRONG BACK AT MID -SPAN OR BLK SOFFIT JST PER 1 OMIT AT SPAN < 12'-0" 0-S1.3 CONT TRACK SIZE & GA TO (2) # MATCH JSTS _. TYP #8 SMS ES EA JST (3) #8 SMS AT EA STUD OR OPT WELD BRACE © 48"oc PER 8 SMS II 1 111.I� TRACK AT END I ,/ WALL STUDS J/�I MAX SPAN PER AS OCCURS AS OCCURS OPT AT EA STUD UNO CLG HGR AS REQD CONN AT TOP SEE 8 OR BRACE AT CLG HGR LINE WHERE OCCURS PER a 0-S 1.3 (4) #8 SMS CLG JSTS PER CONT 400S162 (MILS TO MATCH JOIST) STRONG BACK AT CLG HGR LINE WHERE OCCURS BLOCKING: PIECE OF TRACK OR STUD SAME GAUGE AS STUD W/ WEB BENT AND ATTACHED TO STUDS W/ (2) #8 SMS TO EA STUD BLKG TO OCCUR AT EA END OF WALL OR ADJ TO EA OPENING AND AT 8'-0"oc HORIZ MAX BETWEEN (4) #8 SMS PER BLK GYP BD ATTACHED PER IBC (NO STRAP REQD AT GYP BD) OPTION 2 (1)#8SMS ATEA INTERMEDIATE STUD 33 MILS x 2" CONT STRAP OR 11/2" CHANNEL WHERE NO SHTG OCCURS (4) #8 SMS PER BLK MTL STUD 8 150U050-54 HORIZONTAL BRACING BOTH SIDES TYP EA STUD SEE OPTIONAL ATTACHMENTS BLW 1'/2"x1V" x 54 MILS CLIP ANGLE 'A" LESS THAN STUD WIDTH W/ (4) #8 SMS ALT: SIMPSON MSUBH3.25 PUNCH -OUT TAB BENT DOWN W/ (2) #8 SMS ALT CONN OPTIONAL ATTACHMENT A OPTIONAL ATTACHMENT B OPTION 1 ALT CONN TO SIDE 3/ OF TAB NOTES: 1. BRIDGING MAY BE PER OPTION 1 OR 2. 2. PROVIDE BRIDGING @ 4'-0"oc. 3. BRIDGING IS NOT REQUIRED WHERE PROPERLY ATTACHED SHEATHING (NOT GYP) OCCURS ON BOTH SIDES OF STUDS. GYPSUM SHEATING MAY BE USED AT NON - BEARING STUDS. 4. 8" MAX STUD DEPTH. 5. PROVIDE BLOCKING PER OPTION 2 AT LOCATIONS INDICATED ON DRAWINGS OR OTHER DETAILS. 6. GENERAL CONTRACTOR TO COORDINATE BRIDGING LOCATIONS WITH MEP. 0 WALL BRIDGING/BLOCKING 1" = 1'-0" z O CV \ -- ACTUAL SHAPE OF PUNCHOUT MAY VARY; NOT TO EXCEED MAX DIM • d/2 OR 2" MAX WHICHEVER IS SMALLER z TYP STUD/TRACK PUNCHOUT 0 TYPICAL STUD PUNCHOUT 1" = 1'-0" 16 GA x 8" STRAP W/ (3) #10 SMS AT EA STUD TYPE 1 (MAX LOAD 50 PLF) 800T200-54 TRACK OR 800S162-54 STUD W/ (5) #12 SMS AT EA STUD NOTCH FLANGES OF TRACK AT EACH STUD TYPE 2 (MAX LOAD 200 PLF) WALL BACKING PLATE R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no 23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL CFS SOFFIT & MISCELLANEOUS DETAILS Drawing No. O-S1.31 10/2/2024 4:53:43 PM 0 TYPICAL CEILING JOIST FRMG AT FULL HEIGHT METAL STUDS 1" = 1'-0" 0 1" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 171 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:43 PM D C 111111 EliffailimiLW2 GROUT (SHOWN SHADED) =I=JI 3" MIN REMAINING AT RIPPED BLK, OTHERWISE FORM & FILL W/ GROUT (SHOWN SHADED), INCLUDE FACE SHELL WHERE EXPOSED TO VIEW CONT TOP OF WALL REINF PER OTHER DETAILS SLOPED TOP OF MASONRY WALL RIP CMU TO MATCH SLOPE BLK LAYOUT VARIES 3/4" = 1'-0" ADHESIVE ANCHOR IN FACE OF 2000 PSI MIN CMU ADHESIVE TYPE ANCHOR PILOT HOLE DIAMETER MINIMUM EMBEDMENT DEPTH THRD ROD REBAR SIMPSON SET-3G (ICC ESR-4844) #3 1/2" 3" - #4 %" 4" - #5 3/ 5" %• - 7/,6" 3" 1/2" - '/,6" 4" %.- 1/6" 5" %., - 7/8 " Gn HILTI HIT-HY 270 (ICC ESR-4143) _ #3 1/ " 3" - #4 % " 4" 3/g° - 7/16" 3" 1/2" - 9/6" 4" %" #5 3/" 5" 3/ ,, #6 7/ " 6" 4" MIN SPCG TYP MAX (1) ANCHOR PER CMU CELL Pr go gi TOP OF CMU WALL NO INSTALLATION WITHIN THIS ZONE EDGE OF CMU WALL 8x8x16 MIN NOMINAL BLK SIZE NO INSTALLATION WITHIN 2" OF HEAD JT WERE JT IS HOLLOW 4" MIN ELEVATION EDGE DISTANCE NOTES: 1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND LOCATION ARE IN ACCORDANCE W/ THE TABLE ABOVE PRIOR TO INSTALLING ANCHOR. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CMU TYPE, CMU COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), AND CMU THICKNESS. ADHESIVE ANCHOR IN FACE OF CMU 3/4" = 1'-0" SCREW ANCHOR IN FACE OF 2000 PSI MIN CMU ANCHOR TYPE ANCHOR AND PILOT HOLE DIAMETER MINIMUM EMBEDMENT DEPTH * MINIMUM SPACING SIMPSON TITEN HD (ICC ESR-1056) %,. 2%" 2" 3/" 2%" 3" 1/" 31/" 4" 5/a " 41/ " 5" 3/ " 51/2 " 6" HILTI KH-EZ (ICC ESR-3056) /a" 1 5/" 4" 3/a" 1%" 4" �/° 21/" 4" 5%" 31/" 4" 3/•4" 4" * PILOT HOLE DEPTH = 1/2" GREATER THAN EMBEDMENT DEPTH w U w » 0 MIN SPCG AT FIXTURES 3/6"0 OVS HOLE AT STL THICKER THAN 12GA (1/s") MAX 11/6 "0 OVS HOLES OTHERWISE oo ELEVATION - TOP OF CMU WALL NO INSTALLATION WITHIN THIS ZONE EDGE OF CMU WALL 8x8x16 MIN NOMINAL BLK SIZE NO INSTALLATION W/IN 11%2" OF HEAD JT TYP 4" MIN EDGE DISTANCE NOTES: 1. INSTALL SCREW ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND LOCATION ARE IN ACCORDANCE W/ THAT ABOVE PRIOR TO INSTALLING ANCHOR. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CMU TYPE, CMU COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), AND CMU THICKNESS. (2) #5 EA END (2) #4 @ 8"oc #3 © TIES © 8"oc /I / • `• j to • j • • / fe // (2) #5 @ 8"oc MIN BTWN ENDS 24"<b548" #3 © TIES @ 8"oc • • rawA. (2) #5 EA END OF PIER 16"<b<_24" REINFORCING AT SHORT WALL SEGMENTS - PLAN VIEW 1 1/2" = 1'-0" 1" MIN GROUT ALL AROUND BOLTS IN MASONRY - FORM AS REQD EMBED PER SCHED 1/2" MIN CLR FOR GROUT P p 61 HEADED AB TIE BAR TO AB ADDL HORIZ REINF SET IN BOND UNIT TIE TO BOLT WHERE BOLTS ARE ON SLOPE ADD #4 x 12" AT EACH AB 8" CMU WALL EMBEDMENT 12" CMU WALL EMBEDMENT 16" MIN PILASTER EMBEDMENT 51/" 91/" 12" NOTE: 1. USE TEMPLATE TO SET ALL BOLTS. 2. EMBEDMENT TOLERANCE IS ±1/" AND AS REQUIRED FOR CLEARANCE TO CMU. 3. AB SHALL PROJECT NOT LESS THAN 1/4" OR MORE THAN 1" BEYOND NUT. REMOVE EXCESS THREADS WHERE NUT IS TO BE COUNTERSUNK FLUSH BOLT EMBEDMENT SCHEDULE 1" = 1'-0" POUR ABV CLEANOUTS PER SPECIFICATIONS POUR BLW NOTE: PIIP i r i i DEPTH BELOW TOP OF BLOCK z_ Q 2 CMU WALL & REINF PER PLAN 1. SEE SPECIFICATIONS FOR MAX LIFT AND POUR HEIGHTS. HORIZONTAL CONSTRUCTION JOINT 1" = 1'-0" CARBON STL EXP ANCHORS IN 2000 PSI MIN CMU ANCHOR TYPE ANCHOR & PILOT HOLE DIA MINIMUM EMBEDMENT DEPTH* MIN SPCG Smin INSTALL TORQUE (FT -LB) SIMPSON STRONG -BOLT 2 (IAPMO ER-240) 3/8" 2%" 4" 20 1/" 31/2" 35 %" 43/8" 55 3/" 51/ ,, 100 HILTI KB1 (IAPMO-ER 677) 3/8" 2%" 6" 15 1/" 35%" 5" 25 5/8" 41/2" 5" 35 3/" 51/2" 6" 50 * PILOT HOLE DEPTH = MIN (1) DIAMETER GREATER THAN EMBEDMENT DEPTH zw O 0 w DISTANCE MIN SPCG MAX (1) ANCHOR PER CMU CELL AT FIXTURES 1/6"0 OVS HOLE TYP EXCEPT 1/s"0 OVS AT %"O AND 1"0 SIMPSON STRONG - BOLT 2 ELEVATION TOP OF CMU WALL NO INSTALLATION W/IN THIS ZONE END OF CMU WALL 8x8x16 MIN NOMINAL BLK SIZE NO INSTALLATION W/IN 13%a" OF HEAD JT TYP 4" MIN EDGE NOTES: DISTANCE 1. INSTALLED EXPANSION ANCHORS PER MANUFACTURER'S INFORMATION AND EVALUATION REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORT. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR AND SHALL CONSIDER BOLT SPACING WHEN SELECTING ANCHOR TYPE. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. USE ROTARY DRILL ONLY. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND ANCHOR. WHEN REINFORCEMENT IS PRESENT IN DRILLED HOLE ABANDON THE HOLE. FILL ABANDONED HOLES W/ DRY PACK AND FINISH TO MATCH CMU. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, MASONRY TYPE, MASONRY COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), MASONRY THICKNESS, AND TIGHTENING TORQUE. I • • • II 15! 12'-0" MAX OPNG WIDTH FAI • pllp 4114 4'-0" MAX OPNG WIDTH (2) BARS TO MATCH TYP HORIZ #5 (6 TOTAL) ADDL REINF SAME AS SINGLE LAYER CONDITION TERMINATE TYP VERT REINF IN 180° HK ALT HK DIRECTION (2) BARS TO MATCH TYP HORIZ #5 MIN LINTEL BLOCK TYP • II DBL LAYER REINF CONDITION Fr ip0K A MA ■ I 1 rne 8'-0" MAX OPNG WIDTH 180° HK AT VERT BAR EF WALL REINF SINGLE OR DBL LAYER SEE SCHED (2) BARS TO MATCH TYP HORIZ #5 MIN (4 TOTAL) NOTE: EXTEND SPECIFIED HORIZONTAL BARS BEYOND EACH SIDE OF THE OPENING PER REINFORCING AT LINTELS TOP OF WALL REINF CONT THRU CJ (2) #5 AT TOP OF WALL UNO PER OTHER DETAILS STEP CMU AT SLOPED ROOFS AS OCCURS PER Iz • -CJAS OCCURS PER -. 4 'l ,-, ;1" -S1.40 • i TYP INTERSECTION • 5 i C CONT ALL THROUGH LINTEL CJ TYP & SILL REINF AS OCCURS 24" TYP REINF S IHEDULE 0-S1.41 • WALL SEE I) 6 LAP LAP •-S1.4• TYP 6 7, TYP "b" 0-S1.4' / AT"b"<_48"SEE g -S 1.40 0-S81.4 8 • • • • ) 0-S1.4 „W„ (2) #5 AT BOT OF a WINDOW TYP UNO I >- J 1" = 1'-0" CLOSED 16x16 W/ (2) OPEN 8x16 V //// //////,I /// //////,j • • • • • • • C V//////./// 7 I//////4//// ALTERNATING COURSES (8) #5 VERT UNO PER PLAN CONT REINF THRU AS OCCURS 0 #3 135° CLOSED TIES @ 8"oc UNO r ® 7 ir 14 AIW: AM' • • • 1 C • • • • • ALT OPEN PILASTER BLK BTWN 1/2" CLR TYPICAL COURSES CMU PILASTER REINFORCING 1" = 1'-0" NOTES: or0 40 SINGLE LAYER O VERTICAL REINF ROTATED HOOK DOUBLE LAYER HORIZ REINF 180° HOOK AT END OF WALL 180° HK AT HORIZ BAR EF / V / j� jC- • • • • / • / • < // AI'/ ADDL REINF SAME AS SINGLE LAYER CONDITION EXCEPT LOC ON FACES INSTEAD OF CENTERLINE DBL LAYER REINF CONDITION / / / / (6) BARS TO MATCH TYP VERT #5 MIN 12'-0" MAX OPNG u ///✓///n \ice \ (4) BARS TO MATCH TYP VERT #5 MIN 8'-0" MAX OPNG 180° HK ALT DIRECTION SEE TYP WALL REINF / • / (2) BARS TO MATCH TYP VERT #5 MIN END OF WALL OR 4'-0" MAX OPNG 1. ALL JAMB BARS SHALL BE FULL HEIGHT OF WALL. 2. ELECTRICAL CONDUIT REQUIRED NEAR THE EDGE OF ANY OPENING GREATER THAN 4'-0" SHALL BE ROUTED VERTICALLY IN FIRST OPEN ADJACENT CELL (THAT IS WITHOUT JAMB BARS OR TYPICAL WALL BAR), THEN HORIZONTALLY TO DESIRED LOCATION. DOWEL ALL VERT WALL REINF W/ STD HOOK & LAP NOTES: 48db MIN 1. "W" DENOTES WIDTH OF OPENINGS. SEE ARCH DWGS FOR SIZE & LOCATION. "b" DENOTES DIMENSION BETWEEN OPENINGS. SEE ARCH DWGS. TOP OF WALL PER PLAN #4 ES T&B 12" SQ MAX OPNG AT FREE END TYP AT CORNERS TOC OR FTG PER PLAN ADDL (3) #5 TOP AT OPNG W/IN 48" OF END OF WALL 2. DO NOT PLACE ELECTRICAL CONDUIT IN THE SAME CELL AS VERTICAL JAMB BARS. SEE 4/0-S1.40 & 8/0-S1.40 . 3. MASONRY WALL PIERS SHALL NOT BE LESS THAN 16" WIDE SEE 9/0-S1..40 4. FOR DOUBLE LAYER REINFORCED WALLS, REINFORCING SHOWN OCCURS AT EACH FACE. 5. ALL HORIZONTAL REINFORCING IN CMU WALLS SHALL TERMINATE WITH 180° STANDARD HOOK UNO. 6. ALL VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL UNO. • TYPICAL CMU WALL REINFORCING 3/8" = 1'-0" NO CONDUIT IN LAST CELL 1 1/2" CLR OF REINF • CUT CMU FOR ELECTRICAL OUTLET BOX - DO NOT OVER CUT / " MIN CLR / / / 1" CLR TYP / 1/8" C _R MAX ALL AROUND ELECTRICAL CONDUIT (2)1"0 OR (3) 3/4"0 MAX NOTES: 1. DETAILS SHOWN ARE FOR WALLS ONLY. 2. CONDUITS SHALL NOT BE LOCATED IN WALL PIERS PER 9/0-S1.40 3. CONDUIT SHALL BE SPACED 24"oc MIN APART. 4. DO NOT TIE CONDUIT TO PARALLEL REINFORCING. 5. PLACE CONDUIT IN CELLS WITHOUT REINFORCING. 6. DO NOT PLACE CONDUITS IN JAMB CELLS PER 8/0-S1.40 J PIPES, CONDUIT, AND JUNCTION BOXES FACE OF CMU WEB BLW 1" = 1'-0" LAP STD HK DOWN /11 ///////////// • •/ . • / • TTii77TTlT7(I P77777 ' 7 / BREAK CELLS FOR FLOW OF GROUT TYP • • STD HK (2) #5 MIN STD HK 1/2" MIN CLR 3/4" MAX CLR TYP CORNER INTERSECTION 7 / DOUBLE LAYER LAP / I/• • / / • \p \ ALTERNATE: USE LAPPING CORNER BAR IN LIEU OF HOOKED HORIZ BAR • BREAK CELLS FOR FLOW OF GROUT TYP //// ///////, CORNER INTERSECTION SINGLE LAYER 0 REINFORCING AT WALL INTERSECTIONS 1" = 1'-0" (2) #5 MIN STD HK (ALTERNATE DIRECTION) 0 MINIMUM BAR LAPS FOR REINFORCING STEEL AT MASONRY STRENGTH: 2000 PSI OR GREATER (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 12" #6 54" #9 82" #4 24" #7 64" #5 36" #8 72" MINIMUM CLEARANCES 'CLR' CMU TO BAR BAR TO BAR ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE 180° HOOK 0 /R=3db FOR #3 TO #8 R=4 db FOR #9 TO #11 jr 4dbOR21/2"MIN STANDARD HOOKS & BENDS 90° HOOK 6 1 MAX LAP WIRE TOGETHER AT EA END COL BAR & STRUCT OFFSET SPLICE 6db, 2 1/2" MIN TYP db 135° STIRRUP TIES #3, #4, #5 135° STIRRUP #3. #4. #5 CROSSTIE #3.#4.#5 TYPICAL CMU REINFORCING DETAILS (f'm = 2000psi MIN) 3/4" = 1'-0" CMU WALL 1/2 "0x48" SMOOTH DOWEL @ 32"oc W/ PVC SLEEVE HALF OF DOWEL RAKE JT 1/2" EF, CAULKING ES FOR WEATHER TIGHT JT SAD TYP VERT REINF ES JT ALL* HORIZ REINF CUT AT JT TYPE O CC 1- U co w CMU WALL TYP VERT REINF ES JT RAKE JT 1/2" EF, CAULKING ES FOR WEATHER TIGHT JT SAD TYP HORIZ REINF - CUT 50%* OF BARS AT JT, DO NOT CUT BARS AT TOP OF WALL, OR AT RF OR FLR LEVEL, OR LINTEL REINF TYPE MAX 75% H 25'-0" MAX MAX 150% H 25'-0" MAX 1 MIN 48" ES OF OPNG ror �rT I 14 CMU WALL CLOSED END BLK ES OF JT PRE MOLDED CONTROL JT INSERT TYP VERT REINF ES JT ALL* HORIZ REINF CUT AT JT SITE WALL CMU WALL ALL HORIZ REINF CONT THROUGH JT TYP VERT RINF ES JT RAKE JT 1/2" EF, CAULKING ES FOR WEATHER TIGHT JT SAD * DO NOT CUT HORIZ REINF AT FLR OR RF OR TOP OF WALL, SPECIFICALLY BARS SPECIFIED IN ADDITON TO TYP HORIZ REINF. DO NOT CUT LINTEL REINF TYPED HORIZ REINF AT RF OR FLR LEDGER TO BE CONT CONT LINTEL REINF 4 JT ADJ TO CORNER 55 WALL CORNER ELEVATION CMU WALL CONTROL JOINT JT AT CHANGE IN WALL HT 3/4" = 1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENG>'NEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title TYPICAL CMU DETAILS Drawing No. O-S1.40 " SCREW ANCHOR IN FACE OF CMU 3/4" = 1'-0" EXPANSION ANCHORS IN CMU 3/4" = 1'-0" REINFORCING AT JAMB OR END OF WALL 1" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 N UI N N 0) cmI c 0 0 a) E al D coco N O 0 12 a) c .0 c w U 2 v7 Q w N a) > 0 a) c O in 0) C F6.0 7 L F6.0 7 L J L J W10x45 F6.0 L F6.0 W10x45 L F6.0 L SLD FOR SLATS F6.0 W10x45 W10x45 W10x45 SHADE STRUCTURE FOUNDATION 0 W 10x45L W10x45 W10x45 co LL 0 W10x45 W10x45 W10x45 1/8" = 1'-0" SHADE STRUCTURE ROOF 1/8" = 1'-0" 12" CONC MAT W/ #5@12"oc EWT&BO/4"GRAVEL 8" CONC WALL ALL AROUND W/ DBL CURTAIN #5 @16"oc VERT & #5 @ 32"oc HORIZ REINF PUMP TEST PIT — 12" CONC MAT W/ #5@12"oc EW T&B O/ 4" GRAVEL 8" CONC INT WALL ALL ,/— TEST PUMP PIT FOUNDATION PLAN 3/16" = 1'-0" OPEN \/ 4" CONC SLAB LID W/ #5@12"oc EW H — — — — PUMP TEST PIT 8" CONCSLAB LID — W/ #5@12"oc EW — PENETRATIONS IN CONC LID —_ SAD, TYP TEST PUMP PIT SLAB AND CURB PLAN 3/16" = 1'-0" u- 0 CF24 ��vvvvvv HSS4x4x'/8 -HSS4x4x'/8 CF24 8" PARTIAL HEIGHT CMU WALL HSS4x4x'/ NONSTRUCTURAL SLAB l_H SS4x4x �/4 F4.0 DRAIN, SAD \ / / / / / / / / / / / / / / / / / / / / /N /I HSS4x4x% SAD FOR CMU SCREEN WALL TRASH ENCLOSURE FOUNDATION 1/8" = 1'-0" SAD FOR PERIMETER FINISH AT TOP OF CMU, TYP TRASH ENCLOSURE ROOF 1/8" = N u- 0 PARTIAL HEIGHT CONC SONOTUBE PIER AROUND HSS COL, SAD F4.0 HSS6x6x'/4 PARTIAL HT 8" CMU WALL, SAD CF24 NONSTRUCTURAL SLAB F4.0 HSS6x6x'/4 8" CMU WALL TYP / / / / \ / / / / / / 1—F 4 4 �I \/ 111\P � I \ �\ \ I SOG PER \ i /L NI n LJ Y L J I\I \ _ J I\ ui / i i u 7-i i i i i u II i i CF24 SCBA FOUNDATION 1/8" = 1'-0" ~ O W12x40 600S250-54 @ 24 oc ----- SAD THROU FC L 1 SCBA ROOF R PENETRATIONS GH CMU WALL 1/8" = R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FDN AND ROOF FRAMING PLANS - SITE STRUCTURES Drawing No. 10/2/2024 4:53:44 PM O-S2.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 U N UI N cmI 1- E i.i c 0 0 a) E DQ1 coco N -63 a) 0 0 12 a) c .0 c w 2 Q w N 0 a) c O in 0) 10/2/2024 4:53:44 PM C 0) M w 0 0) 0) P 0 co HSS5x5x1/2 HSS5x5x1/2 SW CF36 SW SW HSS5x5xY2 HSS5x5xY2 TYP AT EXT 7'-6" 10'-6" 7'-6" •� HSS5x5x1/2 HSS5x5x1/2 F6.0 I� -7 co co u- 0 cn M r rhX LJ HSS5x5x1/2 HSS5x5x1/2 CF36 L • co w 0 0) HSS5x5x1/2 • • CF36 CONC SLAB ON GRADE PER TYP AT INT 7 ti I• •I /ST SV� \ 82'-0" CF36 coco u- 0 J • 1 TYP AT PERIMETER & INT STRUCTURAL WALLS CF36 8" CMU PARTIAL HT WALL W/ #5 @ 16"oc VERT AND HORIZ TYP, SAD FOR ELEV - CD M u- 0 J • HSS5x5x'/J \7 6"� 1.1 1.2 FOUNDATION PLAN - CLASSROOM BUILDING KST SV 78'-0" FR\-HSS5x5x1/2 O CV /////XL\ HSS5x5x'/ HSS5x5x1/2 co co w 0 HSS5x5x'/ -\ V/////////////////// r L CF36 J 7 • /SW\ \ 36'-0" J TYP AT CMU 3/16" = 1'-0" FOUNDATION PLAN NOTES: 1. REFER TO SHEETS 0-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. SEE DETAILS OR CURB PLAN FOR CURB LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PROVIDE LONGER ANCHOR BOLTS AT CURBS PER CIO-S0.10. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNO. 5. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO PIPES OR CONDUITS THRU SILL PLATES SHALL BE WITHIN 12" OF HOLDOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PIPES THROUGH FOOTINGS SHALL BE PER 2/0-S1.10AND 3/0-S1.10 PIPES PARALLEL TO FOOTINGS SHALL BE PER 4/0-S1.10 PIPES AT SLAB ON GRADE SHALL BE PER 7/0-S1.10. PIPES THROUGH WOOD FRAMING SHALL BE PER 2/0-S1.20 AND 5/0-S1.21. 6. CONTRACTOR SHALL DETERMINE FOUNDATION STEP LOCATIONS BASED ON GEOTECHNICAL REPORT, CIVIL, ARCHITECTURAL AND LANDSCAPE DRAWINGS. STEP FOOTING PER5/0-S1.10. PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. C 1 INDICATES FOUNDATION. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. CF24 INDICATES CONTINUOUS FOOTING SIZE AND REINFORCING PER SCHEDULE. KA G/0-S0.10 F2.0 INDICATES PAD FOOTING SIZE AND REINFORCING PER SCHEDULE. 10'-0" ) HDUx 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. 8/0-S1.10 INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR COMPLETE LOCATIONS, DEPTH AND SLOPE INFORMATION. KAST\ ,DS 20'-0" / 9/0-S1.10 HDUx ■ F/0-S0.10 INDICATES WOOD POST. INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. / /z ■ • 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. 7/0-S1.20 INDICATES SHEAR WALL TYPE, MINIMUM NUMBER OF SILL BOLTS (IN ADDITION TO HOLDOWN BOLTS) AND MINIMUM WALL LENGTH. (A2'-83" AT BEAM INDICATES GRIDLINE $$ I 6/0-S1.21 INDICATES STEEL COLUMN. LOCATE COLUMN AT OF WALL FRAMING (EACH WAY AS OCCURS) UNO. ® INDICATES ELEVATION. O, ■ SHEAR WALL SCHEDULE SW APA RATED EXP 1 SHEATHING NAILING (PEN) ANCHORAGE REMARKS s�.,0 BOLT FDN AT FRAMING 2 2x SILL 3x SILL 16d A35 SCREW 1 ® 1%2 " (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc ® 1%2 " (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc 3xALL MIN AT ADJOINING PANEL EDGES © 1%2" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc 0 1%2 " (32/16) CD 10d @ 2"oc - 16"oc @) ROWS 8"oc 6"oc O%3 '2" (32/16) CD BOTH SIDES 10d @ 3"oc - 12"oc (2)ROWS @ 2"0c 6"oc (2)ROWS @ 6,.0c NOTES: 1. 2x SILL: SDS'/4x4'/" OR SDWS 0.22"x4". AT 3x SILL : SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW @ 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. CONTINUOUS FOOTING SCHEDULE MARK 'b' 'd' REINF 'a' REMARKS CF24 24" 18" (2) #6 T&B CF36 36" 36" (3) #6 T&B PROVIDE #3 TIES @ 24"oc CF60 60" 36" (7) #7 T&B PROVIDE #4 TIES @ 8"oc CF156 156" 36" (10) #6 T&B PROVIDE #3TIES @ 24"oc PAD FOOTING SCHEDULE MARK SIZE REINFORCING F3.0 3'-0" SQ x 18" DEEP (4) #6 T&B EW F4.0 4'-0" SQ x 18" DEEP (5) #5 T&B EW F6.0 6'-0" SQ x 36" DEEP (5) #6 T&B EW F8.0 8'-0" SQ x 24" DEEP (6) #6 T&B EW F10.0 10'-0" SQ x 24" DEEP (8) #6 T&B EW R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no 23656 copyright ©2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FOUNDATION PLAN - CLASSROOMS Drawing No. 1-S2.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 U �N1 0 N N 0) cmI 1- E i.i c 0 0 cB a) E DQ1 co -63 a) 0 12 a) c c c w U 2 Q w in 0 a) c O B L a) 10/2/2024 4:53:44 PM GABLE END DRAG TRUSS W18x46 6x12 ED 5'/8x18 GLB 6x12 6x12 ED 6x12 W18x46 cn 07 re re w 0 re 0 0) cn 1- F- Ce w 0 re 0 G RDER TRUSS GIRDER TRUSS GIRDER TRUSS W24x55 DRAG TRUSS 0) cn re (SW 32'-0" 6x10 1- 0 - FLAT BOcTI D_ re 0 ce 6x10 GIRDER TRUSS 51/8x15 GLB W Zo c GIRDER DRAG TRUSS FR TRUSSES @ 24 oc cn 1- Ce w 0 Ce GIRDER TRUSS 0 RRG WAI I RI W GIRDER TRUSS 6x12 GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 6x12 GIRDER TRUSS GIRDER TRUSS 1 GIRDER TRUSS 6x8 GIRDER TRUSS GIRDER TRUSS -ai GABLE END DRAG TRUSS HDR PER SCHED, TYP UNO SLOPING ROOF SHEATHING 15/32" APA RATED SHEATHING (32/16) EXP 1 W/ 10d @ 16"oc EDGES (PEN) AND 12"oc FIELD II II II II II II II ALIGNED 3'/ LSL � p o n / ] /// / HUNG N SOFFIT AND WINDOW SUPPORT \ \ \ \ // / / / / / BEAM BELOW W16x45 \ \\ \ \ \ \ \ \\ W16x31 7 -- -- I Y F' I HIS tf NE GIRDER DRAG TRUSS 5'/x15 GLB 48" MAX SKYLIGHT AT 10"oc MIN IN HALLWAY, SAD TRUSSES @2A„oc FR LJ 6x12 6x12 1 I RRG WAI I RI W TYP THIS LINE ABLE END DRAG TRUSS 0 0 W16x26 W16x26 ti \\ /W\ 32S'-0" ROOF PLAN - CLASSROOM BUILDING FLAT ROOF SHEATHING: 19/32" APA RATED SHEATHING (32/16) EXP 1 W/ 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD EXTEND 2x12 TOP CHORD FOR EAVE OR SISTER 2x12 OUTRIGGERS TO TRUSS TOP CHORD 3/16" = 1'-0" FRAMING PLAN NOTES: 1. REFER TO SHEETS 0-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER 6/0-S1.20 PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER 5/0-S1.20 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. 5. ELEVATIONS ON PLANS AND DETAILS'' ARE TO HEIGHTS ABOVE FINISHED GROUND FLOOR ELEVATION REFERENCE 0'-0". COORDINATE TOP OF FRAMING AND LEDGER HEIGHTS AS REQUIRED TO PROVIDE ROOF SLOPES AS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. DRAG (100PLF) INDICATES DRAG TRUSS, ALIGN WITH SHEAR WALLS BELOW OR BEYOND AS OCCUR. DESIGN DRAG TRUSS TO TRANSFER LOAD INDICATED FROM TOP CHORD TO BOTTOM CHORD. LAOD INDICATED IS ASD SEISMIC LOAD. 1/0-S1.20 INDICATES STRUCTURAL WALL ABOVE. INDICATES LEDGER. SEE PLAN FOR SIZE AND ANCHORAGE. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. INDICATES GRIDLINE A G/0-S0.10 K10'-0" $$ HDUx ® INDICATES ELEVATION. 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. (A ST\ 20'-0' / r 1 I MU I � 1,000# J 8/0-S1.21 INDICATES APPROXIMATE LOCATION, SIZE AND MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION. HDUx F/0-S0.10 INDICATES WOOD POST. ■ INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. / / • STRAP INDICATES POST WITH VERTICAL STRAP. POSTS WITH STRAP ARE FULL HEIGHT FROM SILL TO TOP PLATE. AT BEAM I 6/0-S1.21 INDICATES STEEL COLUMN. U 1/0-S1.21 INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. O, ■ 3'/ax12 GLB C=1" F/O-S0.10 INDICATES GLULAM BEAM SIZE AND CAMBER. WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 0 2/0-S1.21 INDICATES LEDGER/RIM SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. 11/0-S1.20 INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. 3/0-S1.21 INDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. �(A) 4'-0") F/O-S0.10 INDICATES HANGER. /� E INDICATES CONCRETE MASONRY UNIT WALL. ///// TIE STRAP SCHEDULE MARK STRAP MIN. NAILING ES OF • MAX. NAIL SPACING (SEE NOTES #1 & #2) MIN. END LENGTH (EL) CASE 1 CASE 2 EL RL 0 CS16 (10) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 12" © CS14 (13) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 16" © CMSTC16 (25) 10d 10d @ 3"oc STGR FILL ALL NAIL HOLES 10d @ 3"oc STGR 24" OD CMST14 (33) 10d 10d @ 3'/2"oc STGR FILL ALL NAIL HOLES 1od @ 3'/2"oc STGR 32" ©E CMST12 (43) 10d 10d @ 3'/2"oc STGR FILL ALL NAIL HOLES 10d @ 3'/"oc STGR 48„ 1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE END LENGTH (EL) IS NOTED, SEE CASE 2. 2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF • . TOP PLATE SPLICE SCHEDULE MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2) A (12) 16d PER 4'-0" MIN LAP MSTC28 B I (22) 16d PER 4'-0" MIN LAP MSTC40 C (26) 16d PER 6'-0" MIN LAP MSTC52 D (32) 16d PER 6'-0" MIN LAP MSTC66 E (36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE F (44) 16d PER 8'-0" MIN LAP MSTC40 EA SIDE G (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE SHEAR WALL SCHEDULE SW APA RATED EXP 1 SHEATHING NAILING (PEN) ANCHORAGE REMARKS "0 BOLT FDN AT FRAMING 2 2x SILL 3x SILL 16d A35 SCREW' AO 1%2 " (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc © 1%2 " (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc 3x MIN AT ALL ADJOINING PANEL EDGES © 1/32" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc '%32" (32/16) CD 10d @ 2"oc - 16"oc (2) 'oc @ 3"O0 8"oc 6"oc OE '%32" (32/16) CD BOTH SIDES 10d 3"oc @ - 12"oc (2) ROWS @ 2"°° „ 6 oc (2) ROWS @ s"°° NOTES: 1. 2x SILL: SDS'/4x4'/2" OR SDWS 0.22"x4". AT 3x SILL : SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW © 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. LEDGER SPLICE SCHEDULE MARK CASE STRAP/PLATE CASE STRAP/PLATE OA 1 MSTA24 - BO 1 MSTA30 - CO 2 MSTI48 3 MSTI60 © 2 CMST14x5'-6" 3 CMST14x6'-0" OE 2 (2) MSTI48 4 R'/4" W/ (6) 1"0 MB ES OF SPLICE R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title ROOF FRAMING PLAN - CLASSROOMS Drawing No. 1-S2.20 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT F3.0 r L HSS4x4x'/4 0 u- 0 CF60 STAIRS BY OTHERS HSS4x4x'/4 HSS4x4x'/4 E 0 0 �N1 .0 0 N N 0I .E 1- La) i.i c 0 0 a) E DQ1 coco N -63 a) 0 O 0 12 a) 0 c w 0 2 w N > 0 a) c O B in 0) F3.0 r F3.0 J L ///////////////////////1, DS INDICATES 16" SQ CONC COLUMN/PILASTER TYP CF60 F8.0 r L ///////////////// j///1 /////////// FIRE BRICK FLOOR DEPRESSION, TYP SAD F10.0 r L FOUNDATION PLAN - TRAINING TOWER J L CONC SLAB ON GRADE PE INDICATES 16" SQ CONC COL/PILASTER, TYP L CF60 J 1 0 ca u- 0 CF60 L////////////i \ \ //////////� DS / / / / / / / / / //////// 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 8"oc HORIZ REINF TYP 0 co w 0 - 5-0" x 36" DEEP CONT CONC FTG W/ (5) #6 REINF T&B TYP 1 /4" = 1'-0" STAIRS BY OTHERS X co 0 C8x11.5 X 0 C8x11.5 0 GRATING BY OTHERS C8x11.5 /////////////////////////////// OPEN \ I / / / / / / / / ///////////// /////////i_ OPEN INTERIOR FULLY GROUTED CMU NON -BEARING WALL W/ TOP DEFLECTION GAP, TYP SAD OPENING AT FLOOR ABOVE / 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB ///////////////// 12"x14" CONC SLAB W/ #6 @ 10"oc N/S AND #5 @ 12"oc E/W TYP AT ALL LEVELS C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 //////// OPEN _////////// L C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8x11.5 2 C8x11.5 - C8x11.5 AT TYP SECOND LEVEL FRAMING PLAN - TRAINING TOWER (2) L2'/2x2x'/ KICKERS TYP 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 8"oc HORIZ REINF TYP C8x11.5 1/4" = FOUNDATION PLAN NOTES: 1. REFER TO SHEETS 0-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. SEE DETAILS OR CURB PLAN FOR CURB LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PROVIDE LONGER ANCHOR BOLTS AT CURBS PER C/0-S0.10. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNO. 5. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO PIPES OR CONDUITS THRU SILL PLATES SHALL BE WITHIN 12" OF HOLDOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PIPES THROUGH FOOTINGS SHALL BE PER 2/0-S1.10AND 3/0-S1.10. PIPES PARALLEL TO FOOTINGS SHALL BE PER 4/0-S1.10 PIPES AT SLAB ON GRADE SHALL BE PER7/0-S1.10. PIPES THROUGH WOOD FRAMING SHALL BE PER 2/0-S1.20 AND 5/0-S1.21. 6. CONTRACTOR SHALL DETERMINE FOUNDATION STEP LOCATIONS BASED ON GEOTECHNICAL REPORT, CIVIL, ARCHITECTURAL AND LANDSCAPE DRAWINGS. STEP FOOTING PER5/0-S1.10. PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. . xv G/0-S0.10 (A 10'-0") HDUx 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. A ST 20'-0" HDUx F/0-S0.10 INDICATES WOOD POST. • 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. AT BEAM O, ■ 'I 6/0-S1.21 INDICATES STEEL COLUMN. LOCATE COLUMN AT c OF WALL FRAMING (EACH WAY AS OCCURS) UNO. C _ 1 INDICATES FOUNDATION. CF24 INDICATES CONTINUOUS FOOTING SIZE AND REINFORCING PER SCHEDULE. F2.0 INDICATES PAD FOOTING SIZE AND REINFORCING PER SCHEDULE. 8/0-S1.10 INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR COMPLETE LOCATIONS, DEPTH AND SLOPE INFORMATION. DS 9/0-S1.10 INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. W i 7/0-S1.20 INDICATES SHEAR WALL TYPE, MINIMUM NUMBER OF SILL BOLTS (IN ADDITION TO HOLDOWN BOLTS) AND MINIMUM WALL LENGTH. A2-8 3 \ / INDICATES GRIDLINE $$ Alk INDICATES ELEVATION. MP CONTINUOUS FOOTING SCHEDULE MARK 'b' 'd' REINF 'a' REMARKS CF24 24" 18" (2) #6 T&B CF36 36" 36" (3) #6 T&B PROVIDE #3 TIES @ 24"oc CF60 60" 36" (7) #7 T&B PROVIDE #4 TIES @ 8"oc CF156 156" 36" (10) #6 T&B PROVIDE #3TIES @ 24"oc PAD FOOTING SCHEDULE MARK SIZE REINFORCING F3.0 3'-0" SQ x 18" DEEP (4) #6 T&B EW F4.0 4'-0" SQ x 18" DEEP (5) #5 T&B EW F6.0 6'-0" SQ x 36" DEEP (5) #6 T&B EW F8.0 8'-0" SQ x 24" DEEP (6) #6 T&B EW F10.0 10'-0" SQ x 24" DEEP (8) #6 T&B EW R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FOUNDATION AND 2ND FLOOR FRAMING PLAN - TOWER Drawing No. 10/2/2024 4:53:44 PM 2-S2.1O A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 4 3 Users\bretts\OneDrive - ZFA Structural Engineers\Documents\23656_Alameda County Fire Training_S22C_bretts©zfa.com.rvt 10/2/2024 4:53:44 PM D C 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 16"oc HORIZ REINF TYP _L 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB LJ (2) 600S250-54 OPEN 1 1 600S250-54 @ 24"oc METAL STUD JOISTS AT ROOF SHADE /////////// OPEN ///////// (2) 600S250-54 FIFTH LEVEL FRAMING PLAN - TRAINING TOWER 1/4" = 1'-0" 8" CMU WALL BELOW ASPHALT SHINGLES OVER 8" CONC PAD W/ #5 @ 12"oc EW OVER ARCH ASPHALT SHINGLES OVER 8" CONC PAD W/ #5 @ 12"oc EW OVER ARCH OPEN LL EXTEND SLAB TO BALCONY 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND #6 @ 16"oc HORIZ REINF TYP PONYWALL 4" METAL STUD SAD OPEN 8" CMU WALL BELOW ELEVATED FLAT CUT - DOWN ROOF: RAISED TRAINING SURFACE W/ REPLACEABLE 4x8 PLY LL 8" WIDE CONC CURB TYP OF (4) PONYWALL 4" METAL STUD OVER 8" WIDE CONC CURB SAD OPENING BELOW 8" CONC SLAB AT THIRD FLOOR W/ 11/2" METAL GRATING (2) 600S250-54 600S250-54 @ 24"oc METAL STUD JOISTS AT ROOF SHADE THIRD LEVEL FRAMING PLAN - TRAINING TOWER L I////////////////// 8" CMU PARAPET WALL, OPEN SAD FOR HEIGHT, 48" MAX TYP INDICATES 16" SQ CONC COLUMN/PILASTER TYP 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB WIDE 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB (2) 600S250-54 //>///////, OPEN f FRAMING PLAN NOTES: 1. REFER TO SHEETSO-S0.10, THROUGH 0-S1.40 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER 6/0-S1.20 PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER 5/0-S1.20 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS (INCLUDING WALLS ADJACENT TO SEISMIC GAPS) SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. 5. ELEVATIONS ON PLANS AND DETAILS '' ARE TO HEIGHTS ABOVE FINISHED GROUND FLOOR ELEVATION REFERENCE 0'-0". COORDINATE TOP OF FRAMING AND LEDGER HEIGHTS AS REQUIRED TO PROVIDE ROOF SLOPES AS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 1/4" = 1'-0" EXTEND SLAB TO BALCONY \ zi_//////Y FOURTH LEVEL FRAMING PLAN - TRAINING TOWER INDICATES 16" SQ CONC COLUMN/PILASTER TYP 8" CMU PERIMETER SHEAR WALL W/ #6 @ 16"oc VERT AND 1 #6 @ 16"oc HORIZ REINF TYP -, // /////\_////////// OPEN 16" WIDE x 16" DEEP CONC BEAM BELOW BOTTOM OF SLAB OPEN ////l a/////////////y CD PLAN LEGEND SYMBOL REFERENCE DETAIL DESCRIPTION 1/0-S1.20 INDICATES STRUCTURAL WALL. 1/0-S1.20 INDICATES STRUCTURAL WALL ABOVE. 7/0-S1.20 INDICATES SHEAR WALL TYPE AND MINIMUM WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. G/O-S0.10 CA 10'-0"% HDUx 12/0-S1.20 INDICATES STRAPPED SHEAR WALL WITH TYPE AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. A ST 20'-0" HDUx F/0-S0.10 INDICATES WOOD POST. ® .• 8/0-S1.20 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP PLATE. AT BEAM I 6/0-S1.21 INDICATES STEEL COLUMN. O, ■ , 3%x12 GLB C=r F/0-S0.10 INDICATES GLULAM BEAM SIZE AND CAMBER. WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 11/0-S1.20 INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. F/O-S0.10 INDICATES HANGER. E DRAG (100PLF) INDICATES DRAG TRUSS, ALIGN WITH SHEAR WALLS BELOW OR BEYOND AS OCCUR. DESIGN DRAG TRUSS TO TRANSFER LOAD INDICATED FROM TOP CHORD TO BOTTOM CHORD. LAOD INDICATED IS ASD SEISMIC LOAD. INDICATES LEDGER. SEE PLAN FOR SIZE AND ANCHORAGE. $$ INDICATES GRIDLINE INDICATES ELEVATION. r 1 MU 1 11,000# I 8/0-S1.21 INDICATES APPROXIMATE LOCATION, SIZE AND MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION. INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. '�/// %lT STRAP l INDICATES POST WITH VERTICAL STRAP. POSTS WITH STRAP ARE FULL HEIGHT FROM SILL TO TOP PLATE. A 1/0-S1.21 INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. O 2/0-S1.21 INDICATES LEDGER/RIM SPLICE. SPLICE TYPE SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. 3/0-S1.21 INDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. r{A) 4'-0" INDICATES CONCRETE MASONRY UNIT WALL. /, 1/4" = 1'-0" CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION G 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title Drawing No. 3RD, 4TH, 5TH, FLOOR/ROOF FRAMING PLAN - iOV LK 2-S2.20 " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 WALL & FTG CLIENT E 0 U N @) .I U N N 071 1- La) c Q 0 a) E al D co N N a) U O 0 12 a) c c w U 2 v7 Q w N > 0 0) a) 10/2/2024 4:53:45 PM EXT SLAB SAD cNi U 1'/2" HSG BASE R 1'/ W/ (4) AB10 W/ WASHER R'/%x3 SQ X=6" MIN OR D/2+2" WHICHEVER IS GREATER FTG & COL 114 F-1 Imo/ COL 3" MIN TYP CONC COVER #3 J (IF NO SLAB) z N L _ I I 1 1/2" CLR H FG AS OCCURS II z 2 bo CV M J U III . • m • • rn • 0 w m w 3" CLR PER PLAN HSS COLUMN PAD FOOTING 3/4" = 1'-0" CMU - SOLID GROUT 4 SAD CONC SLAB AS OCCURS SAD w 0 FTG, WALL, REINF STL / T SUBGRADE REINF PER PAD FOOTING SCHEDULE CONT FTG & REINF BYND AS OCCURS SCHEDULE H T* VERT REINF FTG WIDTH 8'-6" 8" #4 @ 16"oc 4'-0" #4 @ 16"oc EW #4 @ 16"oc #4 @ 12"oc CMU SITE WALL 3/4" = 1'-0" , , r 3" CLR TYP / * NOMINAL VERT REINF #4 HORIZ @ 24"oc DWL TO MATCH VERT REINF ALT BENDS INVERTED BOND BLK 2x4x12" KEY @ 24"oc g FG FTG WIDTH LOWEST ADJ SUBGRADE PLAN VIEW FIN EDGES OF JOINT W/ '/ "R TOOL �/4 3" CLR 1 1/2" TYP 1 1/2" TYP 3" CLR FTG & COL V, I I BLOCKOUT PER N 0 w m w PER PLAN COL BASER % W/ (4) AB%0 W/ DBL NUTS HSS COLUMN PAD FOOTING 3/4" = 1'-0" PLAN VIEW EXT SLAB SAD J U M 1 1/2" TYP 1 1/2" TYP BASE R 1 W/ (4) AB 3/ 0 W/ WASHER R'/x3 SQ 3" MIN CONC- COVER COL SUBGRADE HK #4 P EA CORNER ((4) TOTAL) #5 @ 12"oc EW UNO FTG BYND AS OCCURS W/ REINF CONT THRU BLOCKOUT 1 L/ rr 7 1'/" HSG \ 0 w N m 2 w PER PLAN �1— #4 @ 12"oc EW (3 MIN) UNO ------------ #5@12"ocEW(3MIN) UNO HSS COLUMN PAD FOOTING 3/4" = 1'-0" #3 F @ 6"oc (4) #6 VERT PLAN VIEW EXT SLAB SAD 12" SQ 1 1/2" CLR 3/" CHAMFER TYP COL & FTG w 0 0 #6 DOWEL —II io \ / 3" CLR PER PLAN CONCRETE COLUMN PAD FOOTING 3/4" = 1'-0" CMU WALL PER PLAN INVERT BOND / / / UNIT - BREAK OUT CELLS w FOR CLEAN FG OUTS AS REQD FOR CLEAN BOND SURFACE AT FDN DWL 1211 TO MATCH SIZE AND SPCG OF VERT STL / / / #5 @ 12"oc EW WALL, FTG & VERT STL / / / / / / / HORIZ REINF TIED TO VERT (ALL ON SAME SIDE) SET IN BOND UNITS WD FLOAT TOP OF FTG #4 $" 4 @ 24"oc SLAB 3" CLR PER PLAN 0 w 0 w LOWEST ADJ PAD SUBGRADE* #3 AS REQD TO SUPPORT TOP BAR * IF SLAB LEVEL IS TO MATCH CMU JOINT, LOWER TOP OF FDN AS NECESSARY BLW INT PAD SUBGRADE FOR INFORMATION NOT NOTED SEE WALL BEYOND STL POST STUDS PER UNO ON PLAN WALL SHTG OR SW PER PLAN & SW SCHED WALL PEN EXT SLAB SAD —\ z— FG I bo\ 11 F z�1I�- N &) cc —IcoU fl 3" CLR , 'b' , SEE SW SCHED FOR 3x SILL R & AB SPCG A SW R WASHER PER AT SW 2x PTDF SILL R UNO W/ BOLT PER UNO CONC SLAB PER PLAN 24" #4 (— @ 32"oc LOWEST ADJ PAD SUBGRADE #4 CONT 2x4 x 12" KEY © 24"oc REINF 'a' WHERE (4) OR MORE BARS ARE USED PROVIDE #3 U @ 24"oc UNO & #3 F, AS REQD TO SUPPORT ADDL TOP BAR CONTINUOUS FOOTING SCHEDULE MARK 'b' 'd' REINF 'a' REMARKS CF24 24" 18" (2) #6 T&B CF36 36" 36" (3) #6 T&B PROVIDE #3 TIES @ 24"oc CF60 60" 36" (7) #7 T&B PROVIDE #4 TIES @ 8"oc CF156 156" 36" (10) #6 T&B PROVIDE #3TIES @ 24"oc TYPICAL EXTERIOR FOOTING 3/4" = 1'-0" DWL JT AS OCCURS INTERIOR FOOTING AT SHEAR WALL 3/4" = 1'-0" WD SILL AB FTG, WALL, POST I I I I I (1 1/2" 61/2"L'L4" 2" I I 24" #4724" @ 16"oc ALT SLAB DWL EXCEPT AT DWL JT FOR INFORMATION NOT NOTED SEE AT CORNER w 1 1/2" 4" 2" 1 ' 3/6V 1'/" HSG rtl FG 0 w 2 w II 4111 II II II Z/ 1/2" MAX Q. AT END w BASE PLATE OPTIONS (PLAN VIEW) r BASE R 5/ W/ (4) AB%/ (SEE BASE R OPTIONS) HSS COLUMN AT EXTERIOR FOOTING 3/4" = FTG, WALL, COL III III ICI O O O O O CONT FTG REINF PER PLAN & II rrr. II II II II clrb III 24" #4 I EA ANCHOR PAIR (2) TOT FOR INFORMATION NOT NOTED SEE CONT FTG FOR INFORMATION NOT NOTED SEE R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright ©2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. N L K J H G RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title FOUNDATION DETAILS Drawing No. 2-S3.00 " CMU WALL FOOTING 3/4" = 1'-0" HSS COLUMN AT INTERIOR FOOTING 3/4" = 1'-0" SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 corm 18 17 16 15 14 13 12 11 10 CLIENT U N N cmI r ) L i.i c 0 0 a) E Dal co N N a) U 0 O a) 0 c w U 7 Q w N a) > in a) c 0) a) 0 ALT WELD 8W1,/ "OPTION EPICORE DECK: LAYOUT DECK SHEETS SO THAT SIDE SPLICES OCCUR ONLY AT SEAMED EDGES, AS SHOWN TOP SEAM WELD © RIBBED DECK: CRIMP BEFORE WELDING INVERTED DEEP VERCOR OR MINI-V-BM DEEP VERCOR CONN RIBBED SS DECK: LAYOUT DECK SHEETS SO THAT SIDE SPLICES OCCUR ONLY AT SEAMED EDGES, AS SHOWN CONN© RIBBED DECK: CRIMP BEFORE WELDING NOTE: BUTTON PUNCH AND VERCO SIDE LAP CONN NOT SHOWN. TYPICAL DECK SIDE LAP CONNECTION 3" = 1'-0" CONNOA OR@ 3A6 r 2-12 2" MIN ROUND BAR, SIZE AS REQD (1"0 MAX) 12 SAD I 2-12 CONT FE 3/6 2" MIN OPTION 2 (LOW SLOPE) SAD CONN AOOR@ 1 12 METAL DECK, SEE PLAN FOR ORIENTATION METAL DECK, SEE PLAN FOR ORIENTATION CONT BENT FE 3/6 411100, 3/6 2-12 OPTION 1 SINGLE SLOPE CONN AOOR@ TYP 3/6 2-12 CONT BENT F'L 3/6 2'/" MAX, CONTRACTOR TO DETERMINE DIM REQD FOR BMS AND DECKING TO PROPERLY INTERFACE CONT BENT E 3/6 VALLEY CONNOA OR@ CONT Fj 3/6 ES 'c 'C) TYP ti CONNOA OR@ RIDGE/HIP MAN CONT BENT E 3/6 TYP VALLEY ALT CONNOA OR@ 2-12 STL BM 2" M/N 2-12 CONT BENT E 3/6 RIDGE/HIP ALT NOTE: OMIT ADDITIONAL BEARING F. WHERE DECK SLOPE <'/4" PER 12" TYPICAL SLOPED DECK SUPPORT 1 1/2" = 1'-0" D MAX ANGLE 4" 16GA 8" 12 GA 12" '/4" CLOSURE ANGLE SEE SCHED SAD 16" MAX 2" MIN 1-74 2-12 BYPASS WALL SAD METAL DECK DIRECTION AS OCCURS TYP BM UNTOPPED DECK AT OPENING SAD 16" MAX 2" MIN D MAX ANGLE 4" 16GA 8" 12GA 12" '/4 " CLOSURE ANGLE SEE SCHED /& 2-12 CONC FILL SEE PLAN 16" MAX BENT E'/4 BM INTERIOR END CASE 1 CJP (3) SIDES GRIND SMOOTH CAP E PER HSS CASE 2 90° CORNER 45° MITER CORNER TYPICAL HSS TO HSS CONNECTION 3/4" = 1'-0" CONN @ O CONN @ ///1 ) 1/2' MIN TYP DECK PARALLEL TO BEAM SCREWS OR PW AT CONN SPACING ES REMOVE FLUTE S REQD SCREWS OR PW AT CONNSPACING 16 GA CONT CLOSURE F j 1" MIN CONN@ CONN@ 1" MIN OR EXTEND CLOSURE E SPLIT DECK AT PARALLEL BEAM SEE FOR TYP EDGE ANGLE AT CONC TOPPING END JOINT CONN OA / 2" MIN TYP LAP JOINT HSS TYP CONNO4 CONNOA Mt= BUTT JOINT DECK PERPENDICULAR TO BEAM WELDING (OR OTHER DECK FASTENING) DECK BLOCKOUT TO EDGE OF FLANGE 4 SHIM ETO MATCH BM FLANGE MAX) 1/4 (3) SIDES 2" MIN BRG CONN @ — PURLIN OR BM R'/ x BLOCKOUT WIDTH + 6" AND/OR PROVIDE FULL BRG FOR DECK FLUTES ES OPNG 1/2" MIN TYP BM, ANGLE, ETC END BEARING AT BLOCKOUT (18" MAX) CHANGE IN DIRECTION NOTES: 1. WELD OR DECK FASTENERS PER SCHEDULE. FOR DECKING SCHEDULE SEE . AS SHOWN IN THIS DETAIL, PROVIDE ARC SEAM WELD " " AT SAME SPACING AS ARC SPOT WELD "O" PER TYPICAL STEEL DECK SUPPORT AND WELDING 3/4" = 1'-0" UNTOPPED DECK AT BYPASS WALL BYPASS WALL SAD SAD 16" MAX 24" MIN 3/62-12 _ / METAL DECK l DIRECTION AS OCCURS TYP — BM BENT R'/ 2" MIN SAD 36" MIN BYPASS 32" MAX WALL SAD 2" MAX ct 2" MI 3/6V2-12 CONC FILL I I I I CONC FILL I I' I '/"0 LONG DEFORMED BAR ANCHOR @ 36"oc — BM '/" BENT E L TO BENT R 3/ 6 LTOFLANGE) I L TO WEB) 3z V '/2"0 DEFORMED BAR ANCHOR @ 36"oc L5x3x5A6 (LLV) @ 4'-0"oc, COPE TOP FLANGE STIFF R'/ BM w GV OVER SLOT DUE TO KNIFE E GEOMETRY FOR USE ONLY WHERE SPECIFICALLY NOTED 1/2" t-1/ PREDRILL HOLE PRIOR TO CUTTING SLOT. HOLE 0 = E THICKNESS +'/" TYP COVER R THICKNESS "t" = HSS WALL THICKNESS (%" MIN) 1/2" MAX HSS MEMBER KNIFE F F . THICKNESS + 1 /8" MAX 1/2" MAX OVERSLOT SLOT AT END OF HSS I, FE THICKNESS + 1 /8" MAX 1/2" MAX OVERSLOT EA END FE THICKNESS +1/8" MAX SLOT IN MIDDLE OF HSS TYPICAL SLOTTED HSS FOR GUSSET CONNECTION 1 1/2" = 1'-0" SEAL WELD '�8 SEAL WELD SEAL WELD z 2 M AT COLUMN AT BEAM ALTERNATE AT COLUMN BM PERP AS OCCURS R TO MATCH HSS WALL THICKNESS ('/4" MIN, '/2" MAX) TYP SEAL WELD AT BEAM BM & COL PLAN VIEW TOP OF COL AS OCCURS 13/4" 1----------- W/ CAPE PER %12 1/2/MAXRR S3.0 BM AS OCCURS I I 1 CONTINUE E FOR BM BOTH SIDES \ TYP NS & FS) LI r 1 0 OBI — 0 — O 0 O 0 3" 3" BEAM EACH SIDE TO HSS COLUMN 3/4" = 1'-0" BM & COL CONN E WELDED DIRECTLY TO HSS AS PERMITTED, SEE NOTE 2 BLW PLAN VIEW BM AS OCCURS 4 r "T" E CONN PER OFFSET CONN E - — c BM & COL COL PER PLAN SLOT COL FOR E THRU PER TYP DBL ROWS OF BOLTS ES COL AT . CONN E W BM SEE J3 °' FOR CONN E, BOLTS & WELD 11/2" RETURN AT TOP, TYP T-PLATE AS REQD, SEE NOTE 2 BLW A 1" MAX + 1/4" TYP FOR CONN E, BOLTS & WELD SEE CONN E PER FOR INFORMATION NOT NOTED SEE NOTES: 1. DETAIL IS NOT PERMITTED AS SFRS CONNECTIONS UNO. 2. IT IS PERMITTED TO OMIT T-PLATE AND WELD CONN F . DIRECTLY TO FACE OF HSS COL WHERE BOTH OF THE FOLLOWING ARE SATISFIED: a. B/t <_ 40 AND (B-3t) / t <_ 33.7 b. t>_5/t,(OR '/8t,FOR 50KSIE) BEAM TO HSS COLUMN ('T' PLATE) 3/4 1/2" COL AS OCCURS TYP • COL & STIFF E • COL & BM SPLICE II FULL DEPTH STIFF E ES PER 0 0 r ' 0 0 NOTES: 1. 1 1 BM COL TYP 1 1/2" 0 0 2" 0 0 / X/ 1/4 1 1/2" END F'/2 TYP BRACE ANGLE PER TYP TYP 1" MIN TYP BM GA \r I I I I I I I I I I I I ALL COLUMN CAP PLATES SHALL BE THE SAME WIDTH AS BEAM FLANGE (OR COLUMN DIMENSION +'/", WHICHEVER IS GREATER), THICKNESS SAME AS BEAM FLANGE, '/" MINIMUM. 3/4" MAX R R _\n BM AS OCCURS SEE L 4 IOICI BM 0 071 3" TYP 3" FOR CONN FE , BOLTS, & WELD COL BEAM TO COLUMN FLANGE CONNECTION (OR CONTINUITY E PER OTHER DETAILS) lalaI BM AS OCCURS — I W COL 3/4" MAX CONN FE DBL ROWS OF BOLTS ES OF COL AT BEAM CONN FE CONN E TO CROSS E AND COL WEB TYP DBL ROWS OF BOLTS ES OF COL AT CROSS FE TO COL FLANGE CROSS E TO COL WEB NOTE: WHERE CONTINUITY PLATES CONFLICT W/ THIS DETAIL, USE THICKER PLATE & DEEPEN CONNECTION FE AS SHOWN DASHED SEE FOR CONN E, BOLTS, & WELD BEAM TO COLUMN WEB BM AS OCCURS COL FLANGE TO CAP E TYP 1/4 SEE FOR DIMENSIONS, ETC FOR CONN E, BOLTS & WELDS BEAM TO COLUMN CONNECTION BM AS OCCURS SEE FOR DIMENSIONS, ETC FOR CONN E, BOLTS & WELDS BEAM TO COLUMN CONNECTION CHANNEL PER PLAN EA STRINGER GRATING BY OTHERS STRINGER DBL L ANGLE BRACE PER PLAN SCREW ANCHOR EA KICKER 0 II 11 11 11 0 11 11 11 3" CAP E SAME THICKNESS DBL ROWS OF BOLTS ES OF COL ATID CAP E SAME THICKNESS AS DBL ROWS OF BOLTS ES OF COL ATe— CROSS E SAME THICKNESS MAX) 2 1/2 CONC FLOOR PER PLAN 6" EMBED MIN LOCATE BTWN BEAM DEPTH NO. BOLTS PER ROW 2 CONN. PLATE WELD SIZE NOTES: 1. R = 11/2" SEE TYP CONNECTION DETAILS. BOLT SPACING AND EDGE DISTANCE SHALL CONFORM TO AISC SPECIFICATIONS. 2. GRADE A307 GRADE A Y4"0 MACHINE BOLTS (MB) UNO. 3. A COMPLETE PENETRATION BEVEL WELD MAY BE SUBSTITUTED FOR THE FILLET WELDS SPECIFIED. 4. USE ASTM A36 CONNECTION PLATES UNO. 5. HOLE SIZE = BOLT SIZE + 1A6". SHORT SLOTTED HOLES (+ 1A6" VERT, + 1A" HORIZ) MAY BE SUBSTITUTED (EXCEPT AS NOTED). ROUND HOLES ARE REQUIRED AT SFRS CONNECTIONS. 6. USE SAME CONNECTIONS AT CHANNELS. FOR W6, C6 & ANGLES USE PLATE, 3/4"0 MACHINE BOLT (MB) CONNECTION SCHEDULE R R 3/4" MIN TYP o PROVIDE FULL DEPTH CONN E PER FOR: • ONE SIDED CONN • CONN WHERE BM DEPTH VARIATION, x, EXCEEDS 6" CONN INTO BM OR GIRDER ON SFRS LINES SEE FOR CONN E, BOLTS, & WELD CONN E o TYPICAL BEAM TO BEAM CONNECTION BM WHERE OCCURS SEE FOR CONN FE , BOLTS, & WELD R MIN 3" TYP DBL ROWS OF BOLTS COPE LOWER FLANGE AT FULL DEPTH CONN E COPE LOWER FLANGE AS REQD FOR INSTALLATION FULL DEPTH CONN E TYPICAL FULL DEPTH BEAM TO BEAM CONNECTION W6, C6 AND SMALLER OR L SEE FOR CONN E, BOLTS, & WELD R MIN TYPICAL SHALLOW BEAM DETAIL k det STIFF E ES WHERE NOTED —N k det hiL (3,16" MIN, 5A6" MAX) PARTIAL DEPTH STIFF FE TYP UNO E TO BE SAME MATCH WIDTH OF BM FLANGE. CHAMFER FE AT BM FILLETS TYP (NO WELD AT FILLETS) ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ZFA STRUCTURAL ENGINEERS santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. @ 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH ARCHITECTS Oakland, CA 94607 Contractor OvERAii Construction Drawing Title STEEL DETAILS Drawing No. 10/2/2024 4:53:47 PM TOPPED DECK AT OPENING TYPICAL EDGE OF DECK TOPPED DECK AT BYPASS WALL TOPPED DECK AT LARGE OVERHANG 2. ALL FASTENERS TO BE MB3/40. COLUMN ABOVE AND BELOW FULL DEPTH STIFF/CONN FE WHERE NOTED TYPICAL BEAM WEB STIFFENER PLATE DETAIL 2-S3.01 A SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT E 0 co �N1 UI N N 0) I I— c Q 0 a) E al D coco N N 1 1 /2" . 3" 1 1 /2" AT END OF WALL HSS COLUMN AT TOP PLATE 3/4" = 1'-0" RF PEN TO BLKG OR TO RAFTERS A35 ES (4) 3/ "0 MB AT c FL' HSS PER PLAN OR ELEV HSS COLUMN AT TOP PLATE 3/4" = 1'-0" 31 6 R /4" x COL WIDTH +'/" CENTERED ON COL W/ (2) 6/ "0 MB AT OF R. SLOPE CAP R AS REQD AT SLOPED TOP F HSS PER PLAN OR ELEV TRIM STUD ES PER FOR INFORMATION NOT NOTED SEE ADD (2) 4x BLK OR RAFTERS AT COL AS REQD DBL TOP R E 1/" x COL WIDTH +'//" CENTERED ON COL NOTE: NO TOP PLATE SPLICES WITHIN 24" ES OF COL TRIM STUD ES PER R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O ZFA STRUCTURAL ENGINEERS 1212 fourth street I suite z zfa.com santa rosa ca 95404 707.526.0992 zfa job no.23656 copyright © 2024 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. RECONCILIATION SET N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 10/02/2024 100% DESIGN DEVELOPMENT FDN & STL ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title SITE FRAMING PLANS AND DETAILS Drawing No. 10/2/2024 4:53:47 PM 3-S2.1O " SKA Project Number: 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT 'a# L7# r t.+ rq '•ur�� 1811/"."'". irt,a4111rA. t .0, it.... .1; :LI .4. ko ;' .fir • • ••• .i , S . . • s • " {� i• ..��'' • . • •a r. • ...7tx Him 7"7 i BRODEFZBOULEVARD • ..... •F .' .f -i • V . f;.(°..14; • 0 .14 t ..1.1...-.) . ..: .... . .,... ra, r . , , �•• - •d 1". r- .P. L� t • - F.. ,10 ter-. r. }-0.•- ram' • r �..• i t i• !�M fir. /aw/. • }.�'• _. �-�_ :`� i- =_ 4isekl. $14. • -: r ..• - fin.,. --- r"� . it -- ,t04: UNDEVELOPED AREA -tom. ,' T �- }t+ • : _ #•''o.r'' a r --r .. J • • ,. gseay'yarioYod,learbte 1 1'of aTn1Yn�EdY�a'E+'lbTiyYbYrl4'+�n9blrK�/�c�o1� _ O O 000 0 wworvAgim 0 0 ,� aeO o o-.400 Doc • 0 - t • r11r�ki- PROJECT SURVEY POINT @ P/L CORNER 02.003 02.002 At Air- 32.018 GLEASON DER 1\--( 33.001 i • •,r r. • ar -S 1 S-ID01 10.015 ,. itini rin GENERAL NOTES LEGEND - - PROPERTY LINE EX-1 (SEE CIVIL DRAWINGS FOR LIMITS OF WORK) FIRE ACCESS LANE, TYPICAL VEHICULAR CONCRETE PAVING, SCD FOR TYPES VEHICLE PERMEABLE PAVER SYSTEM, SCD STRIPED ACCESSIBLE PATHWAY GRAVEL, SCD SITE SIGNAGE & TAG; SEE SCHEDULE ON A-### O (E) TREE, SLD \ / NEAREST BUS STOP LOCATION PAVERS, SCD PEDESTRIAN CONCRETE PAVING, SCD TRUNCATED DOMES; SCD LANDSCAPE, SLD EXTERIOR FITNESS AREA SITE LIGHT S1 POLE;SED (N) TREE; SLD SIGNAGE CONTENT SCHEDULE SIGN TYPE SIGNAGE INFO E.ID01 ENTRY ID E.ID02 BUILDING ADDRESS ID E.ID03 ENTRY VINYL E.RG01 SHOWER AND EYE WASH ID E.RGO2 SHOWER AND EYE WASH ID FLAG SIGN I.ID01 CLASSROOM SIGN I.ID02 ROOM ID I.ID03 OFFICE ID I.ID04 RESTROOM WALL ID I.ID05 RESTROOM DOOR ID I.RG01 EGRESS ID I.RGO2 MAXIMUM OCCUPANCY SIGN I.RGO3 AUTHORIZED PERSONNEL ONLY SIGN I.RGO4 RESTRICTED ACCESS I.WF01 DIRECTIONAL S-ID01 MONUMENT ID S-ID02 BUILDING ID S.RG01 PARKING REGULATORY SIGN S.RGO2 ACCESSIBLE PARKING ID S.RGO3 EGRESS SITE ID S.RGO4 AUTHORIZED PERSONNEL SITE SIGN S.WF01 VEHICLE DIRECTIONAL S.WF02 PEDESTRIAN DIRECTIONAL KEYNOTE 02.002 EXISTING ELECTRICAL CABINET, PRESERVE & PROTECT 02.003 EXISTING FIRE HYDRANT, PRESERVE & PROTECT 10.015 MAIN ENTRY MONUMENT SIGN WITH LIGHTING, SEE SIGNAGE DRAWINGS 21.006 DOUBLE -DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 26.009 SURFACE MOUNTED ELECTRICAL PANELBOARD, S.E.D. 26.010 PROVIDE ELECTRICAL SERVICE ALONG INSIDE FACE OF SCREEN WALL. S.E.D. 32.001 CONEX BOX STORAGE AREA OVER COMPACTED GRAVEL FILL. CONTAINERS PROVIDED & INSTALLED BY ACFD; COORDINATED BY DBE 32.002 7' WIDE CONCRETE APRON CONTINUOUS AROUND TRAINING TOWER WITH TRENCH DRAINS ON NORTH & SOUTH SIDES, S.C.D. 32.003 AC PAVING, SEE CIVIL DRAWINGS 32.004 PAINTED PEDESTRIAN CROSSWALK IN COMPLIANCE WITH COUNTY STANDARDS, S.C.D. 32.007 8' HIGH CMU SCREEN WALL WITH PLASTER FINISH ON EXTERIOR SIDE 32.008 8' HIGH DOUBLE SWING GATE WITH ELECTRIC OPERATOR ON EACH LEAF. MATCH STYLE & MATERIALS OF TRASH ENCLOSURE GATES. 32.009 COVERED TRASH ENCLOSURE. SEE SHEET 0-A1.20 32.010 (N) 8' HIGH SECURITY FENCE AT SITE BOUNDARY, S.L.D. 32.011 O.F.0.1. FLASHOVER TRAINING PROP 32.012 6-FOOT HIGH DOUBLE SWING GATE WITH PADLOCK. GATE STYLE/MATERIALS TO MATCH ADJACENT SECURITY FENCE. 32.014 TWO (2) 30 FT. HIGH ANODIZED ALUMINUM FLAG POLES 32.015 BICYCLE RACK. SEE LANDSCAPE PLANS FOR DETAILS 32.018 BIO SWALE AREA 32.019 NEW CONCRETE CURB, S.C.D. 32.020 NEW CONCRETE SIDEWALK, S.C.D. 32.021 CONCRETE CURB RAMP, S.C.D. 32.022 ROLLED CURB AND GUTTER, S.C.D. 33.001 NEW STORM DRAIN CONNECTION TO (E) CURB INLET. COORDINATE WITH (E) ELECTRICAL DUCT BANK AND (N) SIGN FOUNDATIONS 33.002 FIRE TRAINING WATER TRENCH DRAIN CAPTURE & FILTRATION SYSTEM WITH MANUAL SHUTOFF VALVE CONNECTION TO SANITARY SEWER & STORM DRAIN SYSTEM ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 loth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA4t Construction Drawing Title ARCHITECTURAL SITE PLAN Drawing No. A-1O1 R Q P O N M L K J H G F E D C B A ARCHITECTURAL SITE PLAN - Dependent 1 RE: A4/ A-2-201 Al " = 30'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 181 21 21 20 20 19 19 18 17 16 FASCIA FLASHING TO MATCH CLASSROOM BUILDING STANDING SEAM ROOF SINGLE PLY TYPE "D" BUILDING PAPER EXTERIOR GRADE PLYWOOD SUBSTRATE FOR STANDING SEAM ROOF DECK END CLOSURE METAL SCREWED TO FASCIA NAILER BLOCK TRASH - SECTION - ROOF ASSEMBLY RE: A10/ A -102 18 17 16 15 15 14 13 u - RECYCLE 4-YD TRASH 4-YD ) FOOD WASTE/COMPOST / 3-YD n— 14 13 12 11 10 8' H. x 8" GROUND -FACE CMU SITE WALL wl PLASTER FINISH ON EXTERIOR SURFACE STRIPED PEDESTRIAN PATH OF TRAVEL w/ TRUNCATED DOMES RECESSED LOCKING GATE STOPS AT EA. GATE 6' H. x 8" GROUND - FACE CMU WALL AROUND ENCLOSURE 8' H. x 8" GROUND -FACE CMU SITE WALL w/ PLASTER FINISH ON EXTERIOR SURFACE FLOOR PLAN - WASTE ENCLOSURE RE: A4/ A-2-201 VERTICALLY ORIENTED TYPE "B" METAL DECKING GATE PAINTED HSS 4" x 4" COLUMNS, SEE STRUCTURAL DRAWINGS LIGHTING ON MOTION SENSOR, SEE ELECTRICAL PAINTED 3" TYPE N GALVANIZED METAL ROOF DECK PAINTED HSS 12" x 4" BEAMS w/ WELDED COLUMN CONNECTIONS, SEE STRUCTURAL FIRST FLOOR REFLECTED CEILING PLAN RE: A4/ A-2-201 12 STANDING SEAM ROOF TO MATCH CLASSROOM BUILDING 0/ 3/4" EXTERIOR GRADE PLYWOOD GALVANIZED WELDED WIRE MESH WITH 2x2 TUBE STEEL FRAME GALVANIZED STEEL GRATE AND DRAIN TO STORMWATER SYSTEM, SEE CIVIL DRAWINGS TRASH - SECTION RE: J4/ A -102 11 10 9 8 7 6 PREFINISHED FASCIA TO MATCH CLASSROOM BUILDING TWO SWINGING GATES w/HEAVY DUTY HINGES, LOCKING CANE BOLTS, THICK WALL HSS FRAME & DIAGONAL BRACING, w/ 1.5" TYPE "B" DECKING PANELS, PAINTED FINISH TRASH - EAST ELEVATION RE: L10/ A -102 STANDING SEAM ROOF TO MATCH CLASSROOM BUILDING 0/ 3/4" EXTERIOR GRADE PLYWOOD 3" DEEP LONG SPAN TYPE N METAL ROOF DECK MILD STEEL, GALVANIZED WELDED WIRE MESH W/ 1.5" HOLES; PAINTED. 2x2 TUBE STEEL FRAMES, TYP. PAINTED GROUND - FACE CMU BLOCK WALL, TYPICAL TRASH - WEST ELEVATION RE: L10/ A -102 TRASH - ELEVATION SOUTH RE: L10/ A -102 STANDING SEAM ROOF TO MATCH CLASSROOM BUILDING 0/ 3/4" EXTERIOR GRADE PLYWOOD MILD STEEL, GALVANIZED WELDED WIRE MESH W/ 1.5" HOLES; PAINTED. 2x2 TUBE STEEL FRAMES, TYP. TRASH - ELEVATION NORTH RE: L10/ A -102 5 4 3 ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. 3 GROUND or SMOOTH FACE CMU; PTD TAUPE (CMU-1) STANDING SEAM METAL ROOF; CHARCOAL (R-1) CMU; 2-COAT STUCCO - PTD TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP MATERIAL TAG; SEE SHEET A-3-801 FOR EXTERIOR FINISH INFORMATION 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title TRASH ENCLOSURE DETAILS Drawing No. R P 0 N M L K J H G D A-102 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT R S%RVIcts i O W cribill ro.;) Q Vi OF ,OVA 6" SQUARE OPENINGS EQUALLY (4) 6" SQUARE OPENINGS EQUALLY FABRICATED STEEL (4) SPACED ACROSS TOP OF WALL SPACED ACROSS TOP OF WALL 0 a DEFLECTION "TARGET" HOOD ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P REMOVABLE BOLLARDS w/CONTIN. FTG SECURITY FENCE .- INTERIOR CONCRETE BAFFLE WALL 1 1 d INTERIOR CONCRETE BAFFLE WALL ° SUSPENDED CONCRETE 0 0 TOP SLAB, S.S.D. OPENING oor IN END WALL FOR TROUGH .— M M (2) 36" SQUARE OPENINGS AT M M (2) 24" SQUARE OPENINGS AT _ CONCRETE PERIMETER & BOTTOM OF WALL BOTTOM OF WALL INTERIOR SUPPORT WALLS N RECONCILIATION SET N CONCRETE MAT SLAB, S.S.D. INTERIOR BAFFLE WALL - WEST N 16 INTERIOR BAFFLE WALL - EAST N8 CROSS SECTION - PUMP TEST PIT N 1 RE: D1/ 0-A1.21 1/4" = 1'-0" RE: D1/ 0-A1.21 1/4" = 1'-0" RE: D1/ 0-A1.21 3/16" = 1'-0" M M L 1 L FIRE HYDRANT PER PLAN, S.C.D. 2 1/2"� GATE VALVE, TYP. 2 1/2"o MALE NST STEEL "TARGET" FABRICATED STEEL DEFLECTION "TARGET" HOOD PROTECTIVE PIPE BOLLARDS, TYPICAL COUPLING, TYP. / FABRICATED DEFLECTION HOOD o SEAL &BOLT BASE ANGLE OF HOOD CUSTOM HOSE MAFIFOLD TO CONCRETE CURB, TYPICAL 2 1/2"o FEMALE NST COUPLING, TYP. DISCHARGE HOOD K K eiNviNeeksviN \co PROTECTIVE PIPE BOLLARD �° 4 N M (C (V N Cfl\ O x Cfl • J J WEST ELEVATION - PUMP TEST PIT J16 SOUTH ELEVATION - PUMP TEST PIT J6 EAST ELEVATION - PUMP TEST PIT J 1 1/4" = 1'-0" RE: D1/ 0-A1.21 1/4" = 1'-0" RE: D1/ 0-A1.21 1/4" =11-0" •`•` SWIVEL TIE ANCHORS H H p • ♦per t MINIMUM 2'-2" DEEP OPENING IN SLAB UNDER 42' - 0" -OFF EMBEDDED IN TOP OF PUMP ``�� HOOD TO WATER RETURN TROUGH w/ REMOVABLE 7' - 0" 14' - 0" 14' - 0" 7' - y 0" TEST PIT (5 TOTAL) HEAVY-DUTY GALV. STEEL GRATE COVER / / / )V‹ o 0 0 0 0 0 0 0 0 0 G G .., N Iv CD 0- _ d, 9 /\ SECURITY FENCE, PER PLAN 4N7 ` a-, 5as l NNNr/ / e a 9..- 4^d° de 1 9' _ O" 3,"° e1 ane d °a 4a- . ' 1T19� -/do- 32 E'I a — PAINTED GALVANIZED HEAVY-DUTY eV 3 io 18" SQ. ° FABRICATED STEEL DISCHARGE HOOD _ rn o _ • ° a a Qa e � � .; a d' e 3. n ° q ` a' .a ' -0�' 8" OPENING SLAB *0 a A _ 4: , . °. a 32" x 18" IN TOP UNDER 0 N ° - �, = a e_.d ° as N16' ,_ a .- - a ° N8 � �_ -> ��. - d -/ HOOD w/ REMOVABLE HEAVY-DUTY �� PROVIDE 1/2"/FT SLOPE BETWEEN FRONT CURB & OPENING .- o - -__ d " _ ,o d�, a , _ .�- '103 "=° YY11 ° . �/ d �_° aBELOj-G4DE��U9VI�EST,.PIT�. ..1,a .-°° _ ° ° a d di GALV. STEEL GRATE COVER ! � d ad 18" SQ.' a , e ° 8 4, c Q , a:e da d a 9 a a - - HYDRANT, S.C.D. a a ° o, da, a L d, e a 4 . NOTE If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects �- ./ 4 d e d �e ;, d A ° a - e, ° . y 8, - 011 _ a _ a a e, e .J0 ' ` ! / n utri j° - 1 d'� ded ' .�-`°� ° a _ a�- f��, � ��° CUSTOM FABRICATED STEEL HOSE Revision Number DATE ISSUE DESCRIPTION E °� ... ° °° °" a,4 Iev d ° 4: MANIFOLD BOLTED TO CONC. SLAB V - L ,,d e �4a I° ,e-� L =.. 1I -;e-e a 10/02/2024 " 50% DESIGN DEVELOPMENT a 0 -, SQUARE OPENINGS 7\ a ,, e .; 24" THROUGH \ \ TOP SLAB w/ S.S. DIAMOND -PLATE 10 \ 1/2" 0 0 0 0 0 0 0 0 10 1/2" 0 FLUSH FLOOR HATCH MOUNTED TO GALV. STEEL ANGLES EMBEDDED IN CONCRETE SLAB, TYPICAL U.N.O. PAINTED GALVANIZED HEAVY-DUTY "TARGET" EQ EQ EQ EQ EQ EQ EQ EQ FABRICATED STEEL HOOD w/ UNDERGROUND WATER RETURN TROUGH TO TEST PIT / / / J6 / / / 6" o x 36" TALL REMOVABLE PROTECTIVE PIPE BOLLARDS, TYP. N1 D D -103' A-103 Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA 3D - PUMP TEST PIT D15 PUMP TEST PIT PLAN D1 1 /4" = 1'-0" C GENERAL NOTES 1. HOSE MANIFOLD BASE PLATE: 5/8" X 12" X 3'-0" GALVANIZED STEEL WITH (12) 1/2"0 "TITEN" S.S. SCREW ANCHORS (5-1/2" EMBED MIN.) 2. HOSE MANIFOLD FRAMING: 2" X 2" X 1/4" HSS GALVANIZED STEEL, TYPICAL U.N.O. 3. HOSE MANIFOLD INTERMEDIATE SUPPORT POST BRACE: 1" SQUARE GALVANIZED SOLID STEEL STOCK. 4. HOSE MANIFOLD PIPING: (4) 2-1/2"0 (I.D.) SCHEDULE 40 GALVANIZED STEEL PIPE SECTIONS WELDED TO CROSS SUPPORTS WITH FLARE BEVEL WELDS. SOUTH (INTAKE) SIDE OF PIPES` TO BE SUPPLIED WITH FEMALE NST COUPLING. NORTH (OUTPUT) SIDE OF PIPES TO BE SUPPLIED WITH MALE NST COUPLING. 5. HOODS SHALL BE CONSTRUCTED WITH 3/16" STEEL PLATE SHAPES, 4" X 4" X 3/8" MOUNTING ANGLES AT BASE BOLTED TO THE CONCRETE CURB, AND 2" X 2" X 1/4" FRAME/STIFFENING ANGLES. PROVIDE SEALANT BETWEEN MOUNTING ANGLES AND CURB (PECORA "DYNAPDXY EP-1200 OR SIMILAR). 6. "DISCHARGE" HOOD SHALL HAVE AN OPERABLE FACE COVER ATTACHED AT THE TOP TO THE FRAME WITH A CONTINUOUS PIANO HINGE. 7. TOP OF THE PUMP TEST PIT SHALL BE PAINTED WITH 6" WIDE SAFETY YELLOW DIAGIONAL STRIPES AT 4'-0" O.C. 8. DESIGN OF PUMP TEST PIT ASSUMES 2,000 GPM FLOW RATE AT FIRE APPARATUS. ALL WATER VOLUMES, FREE -BOARD DIMENSIONS, AND LIFT HEIGHTS SHALL BE CONFIRMED WITH THE ALAMEDA COUNTY FIRE DEPARTMENT DURING THE CONSTRUCTION DOCUMENT PHASE. Architect of Record SHAH K A W A S A K I _ Contractor B B ARCHITECTSOhljEutiiA 570 IOth Oakland, Street, CA Suite 94607 201 ■ Construction Drawing Title PUMP TEST PIT DETAILS A A Drawing No. A 1 0 3 SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R NOTES TO DBE: 1. PROTOTYPES ARE NOT INTENDED FOR USE IN CONSTRUCTION. THEY ARE FOR COST ESTIMATING PURPOSES ONLY. ASSUME QUANTITY OF SEVEN (7) FOR COST ESTIMATE. 2. PROVIDE PREFINISHED POWDER COAT ON ALL EXPOSED COMPONENTS. CUSTOM COLOR TO BE SELECTED BY COUNTY. 3. EACH CONCRETE FOUNDATION WITH INTEGRAL STEEL FRAME MUST ACCOMMODATE AN ARTWORK THAT IS 1/4" STEEL PLATE. 4. DBE SHALL PROVIDE SEPARATE LINE ITEM QUOTE FOR IN -GROUND LIGHTING FIXTURES. TWO LIGHTS PER SIGN (ONE EACH SIDE) 5. PROTOTYPE 'N IS THE RECOMMENDED FOUNDATION TYPE. GIVEN THE SIGNS' PROXIMITY TO A PG&E EASEMENT, THE CANTILEVER APPROACH MINIMIZES POTENTIAL RISK OF DAMAGE/REMOVAL OF SIGN BY PG&E WORK WITHIN THE EASEMENT. IT ALSO MINIMIZES RISK OF DAMAGE TO (E) UNDERGROUND UTILITIES. CLIENT qRVICkNts. 1' -� : - C '. '''t R n Crill 7 Q <t OF N ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 0 O N RECONCILIATION SET N M M L L K K 7 Z PRE -FINISHED, POWDER COATED 3"x3"x1/4" HSS POST / / / / / ' 1 1 I I ` \ \ \ \ \ \ \ -� �� <---- , \ \ METAL CLIPS WELDED TO HSS TO CAPTURE ART MEDIUM FRAME. BASIS OF DESIGN IS FOR BUDGETING \ \ \ \ \ \ TBD ARTIST MEDIUM, N.I.C. \\ \ \ I \ 1 `\ I \ / \ i _ / = / / / / / / / j /=. .�, .. - o g cn Z / co Q / GRADE I , \ _' N ONLY. \ \ \ � \ \ \ \ \ \ '" TBD ARTIST \ 1 `\ ---__ \ \ ' `` --\ i :.. 6 MEDIUM, -.a i N.I.C. CAP TOP OF PIPE ASSEMBLY PRE -FINISHED, POWDER COATED POSTS EMBEDDED IN FOUNDATION ATTACHMENT CLIPS BELOW GRADE CAST -IN -PLACE POST FOUNDATION 7 Z N / / / -- \ \ \ \ J / / / / / / / I 1 1 I \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \ \ I \\ \ 1 \ / \ / \ / \ / \ H H F F \ CAP TOP OF PIPE ASSEMBLY \ / \ / — — _ \ GALVANIZED PIPE ADJUSTABLE / / / \ / / \ / / \ / ' HEX HEAD RECEIVER NUT / WELDED TO PIPE SLEEVE / \ ART ATTACHMENT TABS / 3/4" THREADED HEX HEAD BOLT \ \ ADJUSTABLE PIPE SLEEVE \ -- \ EMBEDDED GALVANIZED POST 4'-6" 3" DIAMETER w/ 1/4" WALL GALVANIZED \ ARMATURE WITH METAL MOUNTING TABS \ \\ \ -III-- - - I' / / NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA POST 4111 1' o° L GRADE — — — — Architect h't of Record S KAWASAKI H n/1 H I I Contractor 18" DIAMETER x 4' DEEP CONCRETE SONOTUBE PIER _ TBD ARTIST MEDIUM, N.I.C. B B ARCHITECTSO 70 I Oth Oakland, Street, d C A Suite 9�4607 20 I RAC Construction Drawing Title PUBLIC ARTWORK CONCRETE FOUNDATION PROTOTYPE A Drawing No. A-104 ART INSTALLATION PROTOTYPE "B" - LINEAR FOUNDATION Al 1 ART INSTALLATION PROTOTYPE "A" - ADJUSTABLE ARMATURES W/ "SONOTUBE" FORMED PIER Al SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT 1 42'-2" 5'-5" 14'-5" =I=I I I I= IMFI=I 10" 20'-8" 1 Q ADA SINK UNIT, 15" x 15" x 6", BRUSHED SS FAUCET 2X8 RECLAIMED WOOD JOISTS, PLACED BETWEEN OUTER 'W-BEAM' FLANGES, TYP. 2X8 VERTICAL RECLAIMED WOOD, PLACED BELOW OUTER 'W-BEAM' FLANGES, TYP. BBQ GRILL UNIT, PROPANE. SEE NOTES & SPECIFICATIONS. COUNTER TOP, WATERFALL EDGE AT POST TO EXTEND TO PAVING COUNTER TOP 'BACK SPLASH' WITH METAL PANEL VENEER TO MATCH THE BUILDING PANELS ADA KNEE CLEARANCE CUT OUT, CEMENT PLASTER FINISH ON ALL SIDES GFCI OUTLETS WITH COVER, TYP. 0 2X8 RECLAIMED WOOD JOISTS, PLACED 2X8 VERTICAL RECLAIMED WOOD, BETWEEN THE BETWEEN OUTER'W-BEAM' FLANGES, TYP. BOTTOM OF THE BEAM TO THE TOP OF BACKSPLASH 10X45 'W-BEAM' POST, TYP. 10X54 'W-BEAM' FRAME BEAMS, TYP. 10X45 'W-BEAM' FRAME BEAMS, TYP. ADA SINK UNIT, 15" x 15" x 6", BRUSHED SS FAUCET COUNTER TOP 'BACK SPLASH' WALL BELOW 10X54 'W-BEAM' BEAM, TYP. BBQ & COUNTER TOP BELOW PLAN VIEW NOTES: 1. S.S.D FOR FOOTINGS & ADDITIONAL STRUCTURAL DETAILS. 2. COUNTER TOP TO BE 34" MAX HEIGHT FOR ADA WORK SURFACE PER CBC 11 B-804. 3. SEE SPECIFICATIONS 12 93 00 FOR COUNTER TOP MATERIAL, RECLAIMED WOOD, BBQ GRILL, SINK, FRONT CABINET AND REFRIGERATOR INFORMATION. 4. CONTRACTOR TO VERIFY BBQ GRILL DIMENSIONS AND OTHER REQUIREMENTS. VERIFY FRAMING AND CABINET WILL ALLOW FOR PROPANE TANK ACCESS & REPLACEMENT AT THE FRONT OF THE COUNTER. 5. CONTRACTOR TO VERIFY HEIGHT AND VENTALATION REQUIREMENTS OF THE REFRIGERATORS & SINK. C§IgnTrMFC_RFYEERASE BACK -PAINTED GLASS TO THE FRAMING OF THE STRUCTURE SHOWN. EQ.f2'-6"fEQ. SECTION A Sim / I ,' 2'-6" 1'-2"J 1'-2" DOUBLE ACCESS DOOR CABINET FOR PROPANE TANK SINK VENT TO RUN UP AND BEHIND THIS POST DRY ERASE BACK -PAINTED GLASS, SEE NOTES SECTION B CEMENT PLASTER, FINISH AND COLOR TO MATCH BUILDING EXTERIOR (4) REFRIGERATORS, SEE NOTES. SHELF TOPPED WITH COUNTER TOP MATERIAL TO HOLD UP (2) REFRIGERATORS COUNTER TOP TO WRAP AROUND REFRIGERATORS ON 3 SIDES 1'-0" 6'-0" GFCI OUTLET AT POST, S.E.D. COUNTER TOP 'BACK SPLASH' WITH METAL PANEL VENEER TO MATCH THE BUILDING PANELS COUNTER TOP TO WRAP AROUND (2) REFRIGERATORS BBQ GRILL BEYOND SINK AND SS FAUCET COUNTER TOP, ADD FINSIHED EDGE PIECE ALONG EDGES AS SHOWN COUNTER TOP BAR, WATERFALL EDGE AT POST TO EXTEND TO PAVING METAL PANEL VENEER, FINISH AND COLOR TO MATCH THE BUILDING PANELS EAST/FRONT SECTION ELEVATION 0-L5.1 1 NTS FACE OF BUILDING PLAN VIEW POST & CABLE STRUCTURE NTS SHADE STRUCTURE, SEE DETAIL 1/L5.1 CABLES TO ATTACH TO FRONT BEAM OF SHADE STRUCTURE CONCRETE PAVING, SEE PLANS CONCRETE CURB, S.C.D. RETRACTABLE CANOPY SHADE FABRIC, (2) 4' WIDE FABRIC SEGMENTS ATTACHED TOGETHER, ATTACHED TO CABLES PER MANUFACTURERS INSTRUCTION, TYP. STAINLESS STEEL CABLES TO RUN RETRACTABLE SHADES ALONG, TYP. CABLE ATTACHEMENTS TO POSTS PER MANUFACTURERS RECOMMENDATION, HEIGHT TO MATCH AT HEIGHT OF ATTACHMENTS AT SHADE STRUCTURE BEAM 10X45 'W-BEAM' POST, 10' HIGH, TYP. DOWNLIGHTS ATTACHED TO POSTS, S.E.D. CEMENT PLASTER TO MATCH BUILDING EXTERIOR, CEMENT PLASTER FINISH ON ALL SIDES OF KNEE CLEARANCE ADA KNEE CLEARANCE STEEL FRAMING w (9 0 w N 10" 3'-0" N SECTION A- BBQ COUNTER 0 Tin COUNTER TOP BAR, ADD FINSIHED EDGE PIECE ALONG EDGES AS SHOWN METAL PANEL VENEER TO MATCH THE BUILDING PANELS, MOUNTED TO FRAMING STEEL OR WOOD FRAMING SECTION B- WHITEBOARD & COUNTER TOP PRECEDENT IMAGES NOTES: 1. MANUFACTURER TO PROVIDE FULL SYSTEM DRAWINGS. THIS WILL INCLUDE TENSION AND SUPPORT REQUIREMENTS. 2. CABLES TO HAVE APPROXIMATELY 1-2" OF SAG. CONTRACTOR CONFIRM AND INSTALL PER MANUFACTURERS INSTRUCTIONS. 3. SHADE CANOPY, CABLE AND PULLEY SYSTEM: (2) 4' WIDE PANELS, CUSTOM FABRIC LENGTH AS SHOWN; CABLES- TYPE 316 STAINLESS STEEL WIRES, 5/16", WLL-1765 LBS CANOPY FABRIC: FIRE RESISTANT MATERIAL, COLOR-TBD; ADD PULLEY SYSTEM MANUFACTURER: CABLE SHADE TELEPHONE: CORY MCKEE 801-888-4368 WEB:cableshade.com ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor ■ OVERAA\ Construction Drawing Title OUTDOOR SHADE CANOPY DETAILS Drawing No. A-105 Preliminary Design. Not For Construction Purposes. SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT C0 (10.052 ( 22.015 1-102.4 08.031 10.013 TRAINING CLASSROOM -LARGE 1-102.3 Iri -, Iris 1 I fri- Iris Iri Irl Iri ID 1L1_ LEI j4 i1'� H H H _li- N4 A-1-403 N138 N frffi IF 1 J13 T L1� IL1, IL1� L H H H frn Tin Iri IF 11- (r r IF (r L ILA ILIA IL1 H H H H H H H rri-, i Iris Ir, rri - IL1 11 tl L1 IrH Ir n Irli Ir1� ill �1� LJII L H H H H T� l� If ICIr 11f I Irl Irf Irl1� Irr- L ILA IL L I- J I- J L I I- 5'-25/16" TRAINING CLASSROOM - SMALL 22.011 1-102A.1 A-1-403 27.052 10.013 10.013 PUBLIC LOBBY 1-100 • • \� 0 RECEPTION AREA (12.031 1-100A CORRIDOR A 1-103A JANITOR CLOSET PUBLIC RESTROOM • • • M4 F4 1-106.1 22.015 (10.014 TRAINERS/ADMIN OPEN OFFICE AREA TRAINING DEPUTY- \ CHIEF OFFICE 1-1 q6A 17 106A.1 GEN OFFICE STORA E 10.023 1-103B.1 COMMONS/BREAKROOM 1-100C nI L DW • • I • • I • • - • • A-1-401 F16 F10 TRAINING COMMONS 1-100B 10.029)0 0 0 1-100.1 1-106B MAIN ENTRANCE • • . • ML • • _ • • _ • • TURNOUT ROOM WATER HEATER (11.961) 1-112.1 08.031 •CORRIDOR t 1-103C • 1 108.� 1• • 1-109.2 1-109.4 •( 05.076 CORRIDOR B 22.041 LOCKER ROOM (FEMALE) . I I, . - - . . . . . 0 - . - . - - - - .- 7I T I A-1-402� A-1-408 LOCKER ROOM (MALE) (08.023) XTRACTO 1111111111111111111111111111 DRYER IIIIIIWkIf II11111111111111111111111111111 III (03.031 1-112A.1 LOCKER R 1-112A 08.023 • L.. • • - • 1-103B.2 TELECOM/SERVER CLOSET (S.E.D. FOR MORE INFO) MECH. ROOM • • • • 1 1 • • • • • • • • • • • • • • 22.015 22.012 08.032 EXERCISE/FITNESS ROOM 1-109 • • I • • - • • - • • I • 23.061 ELEC. MAIN PANEL ROOM 1-113.1 1-113 (23.034) 23.062 1-114.1 r10 (22.011) 1 COVERED UTILITY YARD GENERATOR NZwa 1-115 TEMP GEN TAP BOX i I 0 WALL 11 MOUNT i BIKE RACKS MAIN SWITCH BOARD I I I • • - • • 0 • • I • • I • • • • • • ..J SCREEN WALL MATERIAL TO MATCH STANDING SEAM ROOF R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT FLOOR PLAN - CLASSROOM BUILDING RE: A4/ A-2-201 D1 3/16" = 1'-0" GENERAL NOTES IE1hNININES KEYNOTE KEYNOTE LEGEND DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON SEE ENLARGED PLANS FOR ITEMS NOT CALLED OUT HERE SEE INTERIOR ELEVATIONS FOR ALL WALL MOUNTED ITEMS AND CABINET TYPES SEE A-012 FOR ROOM AREAS, INDICATION OF FIRE RATED ASSEMBLIES, & FIRE EXTINGUISHER CABINET LOCATIONS SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-122 FOR DIMENSIONED FLOOR PLAN & INTERIOR WALL TYPES SEE A-1-131 FOR REFLECTED CEILING PLAN SEE A-1-141 FOR ROOF PLAN AND ADDITIONAL INFORMATION SEE BUILDING ELEVATIONS & WALL SECTIONS FOR EXTERIOR WALL TYPES 10. FOR STOREFRONT SCHEDULE, SEE A-1-841 11. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE 12. SEE A--1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES 13. SEE A--1-941 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT SCHEDULE 14. SSD FOR FRAMING OF OPENINGS 15. WHERE STRUCTURAL DRAWINGS INDICATE PLYWOOD SHEAR WALL OVER STUD FRAMING, PLYWOOD IS TO EXTEND OVER ENTIRE SURFACE, REGARDLESS OF EXTENT SHOWN ON THE STRUCTURAL DRAWINGS, TO ELIMINATE OFFSETS IN SUBSTRATE FOR FINISHES 16. PROVIDE SOLID FIRE STOP BLOCKING IN ALL STUD WALL FRAMED CAVITIES, AT INTERSECTION OF CEILING, FLOORS, AND MAXIMUM 10FT. INTERVALS. 17. PROVIDE WOOD STUD BACKING AT ALL LOCATIONS OF WALL MOUNTED ITEMS INCLUDING, BUT NOT LIMITED TO CASEWORK, TOILET ACCESSORIES, OWNER PROVIDED ACCESSORIES, ELECTRICAL, FIRE ALARM DEVICES,AND BRACKETS OF WALL MOUNTED EQUIPMENT. SEE DETAIL FOR ADDITIONAL INFORMATION 18. SEE CBC 803.13 FOR FLAME SPREAD INDEX RATINGS OF INTERIOR WALL AND CEILING FINISHES, PER TABLE 803.13 ANY NEW WALL OR CEILING FINISHES, AS APPLICABLE. 03.031 FLOOR SURFACE SLOPED TO FLOOR/TRENCH DRAINS, S.P.D. 05.076 STAINLESS STEEL SHELVING WITH CONCEALED WALL BRACKETS 06.043 ACCESSIBLE BENCH 08.023 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.031 GLAZED, INSULATED GLASS, FOLDING DOOR SYSTEM 08.032 PAINTED ROLL -UP INSULATED GLASS SECTIONAL DOOR 12' W X 10'H 10.013 CUT MARKER BOARD AS REQUIRED FOR VIDEO MONITOR MOUNT TO ALLOW MARKER BOARDS TO BE CONTINUOUS BEHIND 10.014 TACKABLE BOARD, 6'WX4"H 10.023 WARM HAND DRYER 10.029 TRASH RECEPTACLE COMPARTMENTS 10.052 METAL STORAGE SHELVING SYSTEM 11.961 FREESTANDING UNITS MOUNTED TO TUBULAR FRAME WALL; GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX RECEPTACLE AT TOP SHELF TYP 11.963 12.031 22 31 22.011 22.012 22.015 STORAGE HEAT PUMP ELECTRIC WATER HEATER, S.P.D. RAIN WATER LEADER ROUTE INTO WALL, S.P.D. HOSE BIBB, S.P.D. RAIN WATER LEADER DOWN SPOUT, S.P.D. 22.041 HI -LOW DRINKING FOUNTAIN, S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 23.034 TEMPERATURE CONTROL PANEL, S.M.D. 23.061 CONDENSING UNIT, S.M.D. 23.062 EVAPORATOR DISCHARGE, S.M.D. 27.041 AUDIO -VIDEO RACK, SEE (TN) DRAWINGS 27.052 CEILING MOUNTED, FLUSH ELECTRIC ROLL -DOWN PROJECTION SCREEN -411 (08.003) APP BAY 1-106 <AA) 106-7 KEYNOTE ROOM NAME / NUMBER WINDOW / STOREFRONT / CURTAIN WALL TAG, SEE A-1-841 DOOR TAG, SEE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title FLOOR PLAN - CLASSROOM BLDG. Drawing No. A-1-121 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1.D 1.B 1.A 32' - 0 1/2" 7'-63/8" 120' - 7" 7'-7" 44'-31/4" 6'-9" 15'-77/8" 6'-91/8" 1.8 120'-7" 24'-91/4" 32' - 0 1/2" 7'-63/8" 36'-101/8" 7'-33/4" 7'-81/4" 6'-9" 22' - 5" 3'-0" 13'-51/4" CL 15' - 7 1/4" 3' - 8 7/8" 3' - 91/2" 17'-91/4" 10' -11 7/8" 8'-1" 7' - 71 /2" 10' -1 3/4" 4'-45/8" 6'-73/8" 0 00 • 00 00 LC) 0) TRAINING CLASSROOM -LARGE 1-102 B1 LARGE CLASSROOM - STORAGE 1-102A C1 • BW16 TRAINING CLASSROOM - SMALL 1-101 CW16 EQ EQ CORRIDOR A 1-103A CW16 Al A3 PUBLIC LOBBY 1-100 RECEPTION AREA 1-100A 1'-4 00 JANITOR CLOSET 1-105 C1 Al TRAINERS/ADMIN OPEN OFFICE AREA 1-106 El Al TRAINING DEPUTY CHIEF OFFICE 1-106A Al Cl M • ,c; Al PUBLIC RESTROOM 1-104 BW16 • GEN OFFICE STORAGE 1-106B 9' - Al D1 Al 7'-01/2" 9'-45/8". D1 1 5'-53/4" 7'-0" El 3'-103/4" Al LOCKER ROOM (ALL GENDER) 2' - 1 1/ ' Al Al 1-107 Al H1 5 5/8" OFFSET _ • Al 00 Er) N ■ Al • 4'-0" BW16 10'-6" 6' - 6 3/4" 3'-41/2"-3'-41/2" 9' -1 1/4" CL 6' - 6 5/8" 4'-31/8" '-61/8" 00 cs' Al 10' - 11" CO M CID o TURNOUT ROOM 1-108 A2 lid Al N M Er) 13'-31/4" BW16 2'-5" 7'-1" t • M A2 CORRIDOR C 1-103C 1 Al t A2 BW16 EXERCISE/FITNESS ROOM 1-109 14' - 9 3/4" 7'-91/2" 41' - 9 1/8" 5'-41/4" 6' - 1 1/4" 5'-8" 8' - 7 7/8" A2 Al Al COMMONS/BREAKROOM 15'-53/4" 1-100C 2'-6" TRAINING COMMONS 1-100B A 1 '-6 9W 0 0 0 D1 N 00 CW16 D1 EN CORRIDOR B 1-103B 6' -1 1/2" LOCKER ROOM (MALE) v 0) 1-112 16'-8" „ Al Al D1 4- Al • J 2'-0" 5' - 9 1/4" 4'-0" A2 2'-8" OCKER ROOM (MA 1-112A O l� D1 8' - 11 1/2" 1'-0 a 21'-107/8" 31'-21/8" ■ 53' - 9 1/2" 1 D1 Al A2 • LOCKER ROOM (FEMALE) 2'-4" •• 9' - 1 5/8" 1-11 1 D1 Al A2 Al 5'-8" 0 0_ N O 00 00 ti CID fV c3' 15'-21/4" 9'-7" M M A2 Al TELECOM/SERVER CLOSET 1-110 v M co • 8'-9" ELEC. MAIN PANEL ROOM 1-113 Al Al 1 0 W - E MECH. ROOM 1-114 7'-65/8" 4'-31/2" M C0 COVERED UTILITY YARD 1-115 • M 0 ti • 20' - 5 3/4" N 24'-91/4" 91'-63/4" 00 25' - 5" 3/8" NOTE: ALL ACCESSIBILITY CLEARANCE DIMENSIONS ARE FROM FACE OF FINISH MATERIAL TO FACE OF FINISH MATERIAL, TYPICAL. PROJECT NORTH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT FLOOR PLAN - CLASSROOM BUILDING RE: A4/ A-2-201 D1 3/16" =1'-0" GENERAL NOTES KEYNOTE LEGEND DIMENSIONS ARE FROM FACE OF STRUCTURE OR GRID LINE UON. REQUIRED CLR WIDTHS ARE MEASURED TO FACE OF FINISH AND ARE LABELED"CLR" SEE ENLARGED PLANS FOR SCOPE & DIMENSIONS WHERE NOT SHOWN ON THESE PLANS ONLY INTERIOR PARTITIONS ARE TAGGED SEE A-121 FOR MORE INFORMATION, ENLARGED PLAN CALLOUTS, DOOR TAGS & WINDOWS TAGS SEE A-1-121 & A-1-841 FOR CLERESTORY WINDOW TAGS FURNITURE / SPECIALTY EQUIPMENT NOT SHOWN FOR CLARITY SEE A-1-931 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT SCHEDULE ALL DOOR FRAMES ARE 2" FROM FACE OF ADJACENT WALL FINISH WITH OPENINGS 4" FROM ADJACENT WALL FINISH UNLESS A CENTERLINE DIMENSION IS PROVIDED AT DOOR A6.1 -oil (08.003) OFFICE 106 PARTITION TAG KEYNOTE ROOM NAME/NUMBER 10FT WALK OFF RECESS GRILLE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title DIMENSION PLAN - CLASSROOM BLDG. Drawing No. A-1-122 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 . El.4 1.6 1.8 CLIENT R caVfcts i O W it c.;) 7 Qq Q OF NV ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE 10TH FLOOR, OAKLAN D, CA 94612 P TRAINERS/ADMIN OPEN TRAINING DEPUTY OFFICE AREA CHIEF OFFICE TURNOUT ROOM 12.021 1-106 1-106A 1-108 li• - r• �I�I��I�I�_I_Ii1��1�1�1 —�� i .I — f&U �41y r EXERCISE/FITNESS ■ moo. ROOM • • 1-109 CC) CD > ' I o �. E,� T �� N TRAINING �• 111 CLASSROOM -LARGE 1-102 • O Q I 1 GEN OFF CE S ORA • = CORRIDOR C CO �ED 0 ED ST E EXP 1 RUCT RE 0EXPO . X3 1-103C X 0 � 1 M G 1 - +10'_o" EQ • g ■ / I'L'l 23.040 ' O . . LOCKER IiObM (A4L - CO / ` GENDER) ' o o .-• 1-107 Q. 0 0 - ' UBLIC RESTROOM '.- 0; " MIMOO NOTE: INSTALL X2 11 IOW MOTORIZED - � - - • O • .1I� G1 I +.10;_o,., . ■11.1 SKYLIGHT SHADE - EXPOSED STRUCTURE X3 • • SOFFIT PRE -FINIS AN ED L METAL SYSTEM K K II(14 et ._ II, II RIMIE 1`411 MIN�I I�I.No ■�I JI�I �I� �1ell■�I �_� I l I EXPOSED STRUCTURE G1 +10'-0" / (23.040}► - '- '- ' • ;. - - -- - • - - - - -. - - - - - E Est: R E- I r LA G CLASSROOM 'G'1 ` • o • • 1 �O E'EN = 1-102A G3 A" ' 1 - I ' / O COMMON$/BREAKROO""M +10'-0" _ -1 eao _ — I N G3 'R' � ovo° voo 000 0 0° °o o°0 00000000 0° - o - - L O CKERI� OM' Q � L � C. � NEL ISE o°Oo ° °o°o° 00°0 - - -. - LOCKER"ROO M- -MALE - Q 'OF 'A EL o' • - - - - - - . - . - 1=11 2 A -- - a E PO E S S TR TUR: C G3 CD CD 00000000°00°00°0000 000000000°00°000°0000 00000000°00°00°0000 00000000000 1-111' X1 RE FI IS ED METAL oo� 0000°o°oo°oo°0000 - - LaCkCER f200M t MALE ) - - 'AN N � °°° o00000000000000000000000000000000 ° °°°°°°°°°° 1-112 • HI H S F'IT L Y SS TEM ■ °°° ° °°°°°°°°°°° � - - 0 � " :. G3 0 CL 3 °°°0000° oof�000000s °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° o0000000000000000000000000000000 A ' >1 , °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° TRAINING COMo° ° • q ■ SL P D000000 ° °0000°000000000000000000000000000000.,, °SLOPED °°°°°°°°°°°°°°°°°°°°°°°°° o0000000000000000000° oo 1-10013 .�'.' g00000000 _°000000000000000'�.. 0000 oo°00000000 0000°°°°°°°°°°°°°°°°°°°°°°°°°° ° I - Imo- IEQ O XPOIII' ED ST' UCTU N - .- - E 1• - I�- Al cm- , 0 -- 1 1 30 00�0o voo 000 0000 0000000 oovo�o v000 000 0 00 �oo voo 000 00000000000 000 000 00 0 00 �oo voo 000 00 0 0o 000. - I 1 11 OCD v�o v°o •G3 °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°° °°°°°°°°°°°°°°° ° °°°°°°°°°°°°°°°°°°° 1 i OoO 00000000000000000°000000000000000°0 00000000000000000000000000000000000000000° 0 000000°00°00°00°00000° G G3 it�, SLOPED SLOPED - " • ■■ ■ - G G _rili____SLOPED- ■ _ I ° 08.022 0 08.022 G1 ■ © © SLOPED G1 + 10, _ 0„ I P' FNI`HE� M T�L - � 4 •0' FI PA E S ST M ■ cv N ■; 1 rrrrr■1'i il•■1 .A 1 ,—�—� F 08.061 29' - 6 29/64" AFF TRAINING CLASSROOM 08.022 12.021 RECEPTION AREA SMALL - 1-100A 1-101 . A9 \ NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects ® Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT 1 301 '-1-301 -1-301 PNOR H D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA FIRST FLOOR REFLECTED CEILING PLAN D1 RE: A4/ A-2-201 3/16" = 1'-0" GENERAL NOTES KEYNOTE LEGEND CEILING HEIGHT = 10' - 0" AFF UON 7. TWO TUBE SKYLIGHTS IN KITCHEN TO HAVE INTERNAL DIMMER 08 50.02 ° FUNCTION (AC1) - 2'x4' EXPOSED STRUCTURE: RECESSED DOWNLIGHT, SHADING OF ANY Architect of Record SHAH I// `n I\ A r V V A S A [ I Contractor 08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, ACOUSTIC LAY IN LUMINARE INDICATES IT'S CONNECTED TO OVERHEAD CABLE RACEWAY, S.L.V.D . SED FOR LIGHTING FIXTURE SCHEDULE, LIGHTING THAT REQUIRES TYPICAL. t0� CEILING FAN, S.E.D. EMERGENCY POWER, AND ADDITIONAL EXTERIOR & INTERIOR 8. TAGS BEGIN WITH "AL" REFER TO ALERT SYSTEM DEVICES AND LIGHTING INFORMATION FIXTURES; SEE ALERT SYSTEM DRAWINGS 08.061 ROOF WINDOWS AND SKYLIGHTS TILE - (X1): EXPOSED FINISH/ NOT PAINTED STRUCTURE - NO ALTERNATE POWER, S.E.D. MECHANICAL AND ELECTRICAL LAYOUT PROVIDED FOR LOCATION 9. FOR SUSPENDED ACT TILE SYSTEM DETAILS REFERENCE: ONLY, SED FOR LIGHT FIXTURE TYPES AND DETAILS. SMD FOR "IR 25-2 SUSPENDED LAY PANEL CEILING: 2022 CBC" 12.021 PROVIDE MOTORIZED OPERATOR WINDOW SHADES 23.040 EXPOSED FAN COIL UNIT, S.M.D. o (AC2) PERFORATED ACOUSTIC GYPSUM - (X2): EXPOSED BOARD AND MECHANICAL 0 STRUCTURE SYSTEMS - OCCUPANCY SENSOR, S.E.D. 0 CEILING SPEAKERS - ACOUSTICAL O CEILING, S.L.V.D. B B -IN ACOUSTICAL SPRAY; PAINTED ARCHITECTS 570 I0th Oakland, Street, CA Suite 94607 201 OVERAAt Construction SUPPLY, RETURN, EXHAUST AND EQUIPMENT TYPES PROVIDED BY DSA @ DGS.CA.GOV ACCESS PANEL, CONFIGURE CEILING FRAMING / UON, ALL LIGHT FIXTURES AND CEILING MOUNTED DEVICES TO 10. FOR SUSPENDED GYPSUM BOARD CEILING DETAILS REFERENCE: (G1) - PAINTED COLOR: PT-2 SUSPENSION AS REQ'D TO ACCOMODATE. SHOWN CEILING SPEAKER - HARD LID CEILING, S.L.V.D. . CENTERED IN ROOMS, HALLS AND ON THE CEILING TILES, WHERE NO "IR 25-3 SUSPENDED GYPSUM BOARD CEILING: 2022 CBC" - GYPSUM BOARD - (X3): EXPOSED FOR LOCATION CRITERIA; REQ'D AT ALL EQUIPMENT STRUCTURE AND DIMENSION IS PROVIDED PROVIDED BY DSA @ DGS.CA.GOV MECHANICAL PAINTED COLOR: & SYSTEMS REQUIRING MAINTENANCE ACCESS, SYSTEMS; S.M.D PT-2 c. CEILING MICROPHONE, S.L.V.D. 5. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE (G3) PAINTED MOISTURE RESISTANT ® WIRELESS MIC RECEIVER, S.L.V.D. Drawing Title REFLECTED CEILING PLAN - CLASSROOM BLDG. 6. SEE A-1-941 FOR FF&E PLAN, FURNITURE SCHEDULE & EQUIPMENT GYPSUM BOARD �o- PENDANT LINEAR SHADING OF ANY MOTORIZED SKYLIGHT SHADE LIGHT, LUMINARE A A SCHEDULE SKYLIGHTS, 3'x3' INDICATES IT'S CONNECTED ALTERNATE POWER, TO - — - UNDERCABINET LIGHTING, S.E.D. S.E.D. a� INFARED ASSITIVE LISTENING EMITTER, S.L.V.D. Drawing No. A.1.131 1 Q I LINEAR DIRECT/ INDIRECT WALL SCONCE, T (CLG3) - PRE -FINISHED RECESSED LINEAR METAL SOFFIT PANEL SHADING OF ANY LIGHT, SHADING OF ANY LUMINARE INDICATES IT'SCf LUMINARE CONNECTED TO ALTERNTE POWER, S.E.D. MULTI DIRECTIONAL CAMERA, INDICATES TOTAL SIDES & DIRECTION, # AND ARROW S.L.V.D. 1 , SYSTEM INDICATES IT'S CONNECTED TO ALTERNATE POWER, S.E.D. / CEILING SUPPLY/RETURN GRILLE, S.M.D. ///2 MOTORIZED SKYLIGHT SHADE ( DEVICES/LIGHTING FIXTURES ARE SHOWN FOR LOCATION CRITERIA ONLY, SEE SKA Project Number: 24702 ASSOCIATED CONSULTANT DRAWINGS FOR COUNT AND ADDITIONAL INFORMATION) 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT (07.054 1 1 I I I I 1 11 I I I I I I I I I I I I I I I IIII IIIIIIIIII 11 1 1 IIIIII PV AI AY LAYOUT 57)SF AREA mil 1 1 0 ft I I I I I 1 1 1 1 I_ I 1 1 1 I N 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5/5" PER FT y 1- I CL TOWER ROOF (MECH. HIGH ROOF) 7" / SKYLIGHT 23.034 V ARRAY LAYOUT AREA 1250SF PV ARRT LAYOUT ARE 1.900SF 0 N 1 00' - 0" AFF T.O. PARAPET Al A-024 DS ( 22.011 MAU 26.031 07.044 PROJECT NORTH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT ROOF PLAN - CLASSROOM BUILDING RE: D1/ A-1-201 D1 3/16" =1'-0" GENERAL NOTES KEYNOTE LEGEND 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 07.051 COLD APPLIED 2-PLY ASPHALT ROOF MEMBRANE, TYP 07.054 PREFINISHED METAL RIDGE CAP 07.071 EXTERIOR ACCESS LADDER 08.092 SKYLIGHTS, 3' X 3' TYP. 22.011 RAIN WATER LEADER ROUTE INTO WALL, S.P.D. 23.032 ROOF AIR HANDLING UNIT, S.M.D. FOR SIZE & LOCATION 23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 23.034 TEMPERATURE CONTROL PANEL, S.M.D. 23.035 ROOF VENTS, S.M.D. 26.031 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.032 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D. (08.003) DS KEYNOTE PLUMBING VENT, SPD TIE -BACK ANCHOR 3' X 3' SKYLIGHT DOWNSPOUT PVC SINGLE -PLY ROOFING; FINISH STANDING SEAM METAL ROOFING PV PANELS, FUTURE, NIC CONCRETE MECH PAD; SMD BUILDING OUTLINE BELOW Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title ROOF PLAN - CLASSROOM BLDG. Drawing No. A-1-141 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 1-ROOF 13'-0" Q (07.042 Q (05.012)-► 05.012 (09.023 1-FIRST LEVEL 0'-0" A8 1 1-TO PARAPET 30'-0" ck 1-TOD 24'-21/2" (07.071 05.065 (08.061 1.2 n 08.092 TYP. (26.032 )TYP. (08.013) MD MI 22.015 > 08.005 / j / \/ 1E \/ _ /\ 26.0' 4 c \ / / \ / ` \/ \ \_ / \ r _ 1 1 /\ / - \ 22.015 ,\ \ \ \\ \ \ 1 1 • 1• TYP. r -/ 08.012 TYP. j /\ -\ - /\ \\ \\ \ \ \ \\ \ 1: 11 TYP. 09.021 TYP. 22.015 0- CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P CLASSROOM - NORTH EXTERIOR ELEVATION RE: D1/ A-1-121 L1 3/16" = 1'-0" 1-TO PARAPET 30'-0" 1-TOD 1- 24'-21/2" ch 1-ROOF 13'-0" LQ� :iz ©o �]L F CVE TYP. ( 08.022 07.047) 07.045 - n / \ /\ 05.065 ( 10.018 07.047 23.033 ( 26.031 TYP. 0-00 TYP. 09.021 ) , -►` % TYP> - 08.022 V II 08.022 `/\ \ ,\ (- /- 10.017 f(05.017 N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT CLASSROOM - SOUTH EXTERIOR ELEVATION RE: D1/A-1-121 D1 3/16" = 1'-0" GENERAL NOTES KEYNOTES SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 05.012 05.017 05.065 07.042 07.044 07.045 07.047 07.071 08.004 08.005 08.006 08.012 08.013 08.022 08.044 08.045 08.061 08.092 09.021 09.023 PAINTED STEEL BEAM, S.S.D. STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. PRE -FINISHED METAL SOFFIT PANELS, TYPICAL PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL PRE -FINISHED DARK METAL PANELS TRIM, MATCH THE DARK MULLION PRE -FINISHED METAL PANELS (MP-2), TYPICAL EXTERIOR ACCESS LADDER PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH CLEAR GLAZING, TYPICAL ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS ALUMINUM FRAME STOREFRONT DOOR WITH TRANSLUCENT GLAZING PAINTED FLUSH DOOR, SEE DOOR SCHEDULE ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL. PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING ROOF WINDOWS AND SKYLIGHTS SKYLIGHTS, 3' X 3' TYP. PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1/2" BROWN COAT KEYNOTE LEGEND 10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" TALL CHARACTERS IN COLOR CONTRASTING TO THE BACKGROUND IN COMPLIANCE WITH CFC SECTION 505 AND LOCAL ORDINANCES, SEE SIGNAGE DRAWINGS 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES 22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D. 23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 26.024 SECURITY CAMERA, S.L.V.D. 26.031 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.032 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D. 26.063 LIGHT SCONCE, S.E.D. \ PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) r (08.003) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATIONS - NORTH & SOUTH - CLASSROOM BLDG. Drawing No. A-1-201 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 R Q jh 1-TOD 24'-21/2" P 0 4 1-ROOF 13'-0" N L K J H F E 1-FIRST LEVEL 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 66 1-ROOF 13'-0" GENERAL NOTES 20 19 09.021 ) TYP. 08.022 18 D C B A 1. SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION 2. FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 3. FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 4. ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON 5. SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 21 20 19 18 17 (07.012) KEYNOTE 16 (07.010 ) 15 111/1\ CO 14 13 (08.006; TYP. ALAMEDA COUNTY FIRE DEPARTME 05.017 STANDING SEAM METAL ROOFING SYSTEM C YARD 05.035 CONTINUOUS PRE -FINISHED METAL PARAP UNDERLYING FINISH, TYP. 07.010 PRE -FINISHED DARK METAL PANELS TRIM, MA 07.012 PRE -FINISHED METAL PANELS (MP-2), TYPICA 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ELEVATIONS 08.022 ALUMINUM FRAME CLERESTORY WINDOW WI TYPICAL. 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER VAPOR BARRIER 10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" T CONTRASTING TO THE BACKGROUND IN COM 505 AND LOCAL ORDINANCES, SEE SIGNAGE 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, S SG -SERIES 23.003 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCA 26.014 ROOF -MOUNTED PHOTOVOLTAIC PANELS, T COUNTY REQUIREMENTS FOR CAPACITY A OPTIONAL BATTERY STORAGE TBD 17 16 TRAINING CENTER VERING EXTERIOR UTILITY COPING CAP TO MATCH CH THE DARK MULLION BOVE, SEE RCP AND CLEAR INSULATED GLAZING, ITH METAL LATH AND BUILDING L CHARACTERS IN COLOR IANCE WITH CFC SECTION AWINGS E SIGNAGE DRAWINGS ION CAL. S.E.D. DBE TO VERIFY SIZE ACCORDINGLY. 15 14 LEGEND 13 11 12 05.035 ( 10.018 ) 07.012 ) (07.012) PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) 12 11 10 23.003 ) ,09.021), -►' .- TYP,- ; , 08.022) 10 ( 26.014 LIM (08.00) 9 ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE 8 7 6 5 f(05.017) CLASSROOM - SOUTH EXTERIOR ELEV 1 - Dependent 1 RE: D1/A-1-121 4 COLOR ELEVATION - SOUTH - Dependent 1 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 Project DATE 09/13/2024 10/02/2024 ISSUE DESCRIPTION CITY OF DUBLIN SDR 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATIONS - SOUTH - CLASSROOM BLDG. Drawing No. R Q P O N M L K J H G D A-1-201A A NOT FOR CONSTRUCTION 191 21 , 1-ROOF 13'-0" 07.007 05.012 05.012 09.023 1-FIRST LEVEL 0'-0" 1-ROOF 13'-0" GENERAL NOTES 20 19 18 17 p l p l p l p l p l p l p 08.013 26.020 26.012 SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 21 20 19 18 16 15 14 minim= IL 1$ Ij III ���-- I� --■i IBM 1- \ \ 22.015 08.004 KEYNOTE 05.012 PAINTED STEEL BEAM, S.S.D. 05.035 CONTINUOUS PRE -FINISHED METAL PARAPET COPI CAP TO MATCH UNDERLYING FINISH, TYP. 07.007 PRE -FINISHED METAL SOFFIT PANELS, TYPICAL 07.009 PRE -FINISHED STANDING SEAM METAL ROOF PANEL : AND TRIM, TYPICAL 07.027 EXTERIOR ACCESS LADDER 08.001 ROOF WINDOWS AND SKYLIGHTS 08.004 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR TH CLEAR GLAZING 08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PA-TITION SYSTEM WITH CLEAR GLAZING, TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, S . 'CP AND ELEVATIONS 08.009 PRE -FINISHED ALUMINUM FRAME STOREFRONT DO :LE DOOR WITH CLEAR INSULATED GLAZING 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH ME L LATH AND BUILDING VAPOR BARRIER 09.023 AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1 BROWN COAT 22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D. 23.003 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 26.012 SECURITY CAMERA, S.L.V.D. 26.015 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. RO'sM, S.E.D. 26.020 LIGHT SCONCE, S.E.D. 08.005 17 16 15 ■� 1 08.009 LEGEND 14 26.012 '1 13 12 mmmmm `1_ is I1 I� • 08.009 ) ( 08.006 PAINTED EXTERI COMPOSITE MET PRE -FINISHED D PANELS AND TRI PRE -FINISHED (MP-1) STANDING SEA 13 R STUCCO, (CP-1) L PANEL; (MP-2) RK METAL SIDING ; (MP-3) TAL SOFFIT PANEL; METAL ROOF; (R-1) 12 '1 11 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 10 •UUi'JUUl 05.035 1■----------�I _ 1I 11 08.006) (22.015 ch 1-TOD 24'-21/2" 11 (08.00) 10 11 \ \ \ \ \ A A 08.006 ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE 9 ( 26.020 8 08.001 08.009 TYP. 7 08.001 TYP. 26.015 TYP. mumiMiumul. 1 - /_ '1 , \ \ \ \ \ \ \ 6 5 08.005 004) 09.021 TYP. 22.015 CLASSROOM - NORTH EXTERIOR ELEVATION - Dependent 1 RE: D1/A-1-121 4 3 RT - Dependent 1 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number R1 Project DATE 09/13/2024 10/02/2024 ISSUE DESCRIPTION CITY OF DUBLIN SDR 50% DESIGN DEVELOPMENT R Q P O N M L K J H G ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 SKA Project Number: 24702 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATIONS -NORTH - CLASSROOM BLDG. Drawing No. D A-1-202A A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 1-TO PARAPET 30'-0" di 1-TOD 24'-21/2" di 1-ROOF 13'-0" 05.065 07.047 05.017 07.047 10.018 1-FIRST LEVEL 0'-0" - }: - TRA0NINO CCI NTEI,R (08.006 05.015) - 05.011) < - / , (08.045) / 26.024 09.021 (08.013) 07.071 \ -, 26.024 - / -, - TYP. !Mr 26.063 - 7 - -< , -I 09.021 1-TO PARAPET 30'-0" di 1-TOD 24'-21/2" di 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" 26.024 - \, 26.031 - 1 - - , \_ /-- - (07.047) 07.071 (05.017 1.D r 08.041 - ,- - 7 Y (08.041 < - i .016 05.065 07.047 08.041 09.024 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT CLASSROOM - EAST EXTERIOR ELEVATION RE: D1/A-1-121 D11 3/16" = 1'-0" CLASSROOM - WEST EXTERIOR ELEVATION RE: D1/A-1-121 D1 3/16" = 1'-0" GENERAL NOTES REMOTES SEE SHEET A-1-931 FOR EXTERIOR FINISH INFORMATION FOR DOOR TAGS, SEE A-1-121 ; FOR DOOR SCHEDULE, SEE A-1-921 FOR STOREFRONT TAGS, SEE A-1-121 FOR STOREFRONT SCHEDULE, SEE A-1-841 ALL ROOF VENTILATORS, VENTS, AND OTHER ITEMS SHALL BE PAINTED (EP-1) FINISH ON HIGH ROOF; (XXX) FINISH ON LOW ROOF; UON SEE DETAIL FOR TYPICAL J-BOX PENETRATION DETAIL. IT IS APPLICABLE TO EXTERIOR LIGHT FIXTURE, CAMERA, RECEPTACLES, SWITCHES, AND ANY OTHER EXTERIOR FIXTURE THAT IS ATTACHED DIRECTLY TO AN ELECTRICAL BOX 05.011 05.015 05.017 05.065 07.047 07.071 08.006 08.013 08.041 08.045 09.021 09.024 10.018 23.033 26.024 26.031 PAINTED STEEL COLUMN, S.S.D. STEEL BEAM, S.S.D. STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. PRE -FINISHED METAL PANELS (MP-2), TYPICAL EXTERIOR ACCESS LADDER ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS PAINTED FLUSH DOOR, SEE DOOR SCHEDULE PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER PLASTER CONTROL JOINT, AREA NOT TO EXCEED 120SF BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION SECURITY CAMERA, S.L.V.D. ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.063 LIGHT SCONCE, S.E.D. KEYNOTE LEGEND 05.011 05.015 05.017 05.065 07.047 07.071 08.006 08.013 08.041 08.045 09.021 09.024 10.018 23.033 26.024 26.031 PAINTED STEEL COLUMN, S.S.D. STEEL BEAM, S.S.D. STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. PRE -FINISHED METAL PANELS (MP-2), TYPICAL EXTERIOR ACCESS LADDER ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS PAINTED FLUSH DOOR, SEE DOOR SCHEDULE PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER PLASTER CONTROL JOINT, AREA NOT TO EXCEED 120SF BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION SECURITY CAMERA, S.L.V.D. ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 26.063 LIGHT SCONCE, S.E.D. PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) (-08.003) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEVATION - EAST & WEST - CLASSROOM BLDG. Drawing No. A-1-202 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1-TO PARAPET 30'-0" 07 40.02 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 05 10.07 07 40.02 1-FIRST LEVEL 0'-0" 07 70.01 TYP. (26 30.02) 09 20.01 1-TO PARAPET 30'-0" ck 1-TOD 24'-21/2" 1-ROOF 13'-0" (26 30.02) 05 10.07 (05 50.14 (08 40.05) 1' 20.03 IU 10.03 08 36 13 1-FIRST LEVEL 0'-0" 07 40.02 07 40.02 (08 40.01) 08 40.01 07 40.02 R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O CLASSROOM - EAST EXTERIOR ELEVATION RE: D1/A-1-121 CLASSROOM - WEST EXTERIOR ELEVATION RE: D1/A-1-121 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" • 'ARAPET 30'-0" 1-TOD 24' - ST LEVEL 0'-0" COLOR ELEVATION - EAST COLOR ELEVATION - WEST KEYNOTES LEGEND 05 10.07 SOUTH -FACING STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD 05 50.14 CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. 07 40.02 PRE -FINISHED METAL SIDING PANELS AND TRIM, TYPICAL 07 70.01 ROOF TOP MECHANICAL WELL WITH EXTERIOR ACCESS LADDER 08 10.03 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 08 36 13 08 40.01 PAINTED ALUMINUM FRAME STOREFRONT SECTION WITH CLEAR INSULATED GLAZING 08 40.05 ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING 09 20.01 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 09 20.03 AT CMU WALL, 2-COAT STUCCO: FINISH COAT OVER 1/2" BROWN COAT 26 30.02 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD. ROOF MOUNTED ON PV SOUTH -FACING RACK SYSTEM (08.003) PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2A) COMPOSITE METAL PANEL; (MP-2B) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; KEYNOTE MATERIAL TAG; SEE SHEET A-1-801 FOR EXTERIOR FINISH INFORMATION N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R2 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction SKA Project Number: XXXXX Drawing Title EXT. ELEV. (E) & (W) CLASSROOM BLDG. Drawing No. A-1-203 A 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" j4 1-ROOF 13'-0" 1-FIRST EVEL 0'-0" ( 08.018 3 1.4 ALAVA �DA, OUVY ZE PAS CAA �{ 05.035 10.018 fir ( 09.021 TYP (08.022 0 HOC H I 07.010 (08.006 TYP. 07.012 TYP. 26.014 j/—( 1.8 1.9 u u { 09.021 )TYP. {08.022) (08.022 -01---(05.017 ) 32.007 ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 CLASSROOM - SOUTH EXTERIOR ELEVATION EXTENDED RE: D1/A-1-121 M1 1/8" = 1'-0" 22' - 0 1 /2" 154' - 7" 123' - 5 1/4" 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 1-ROOF 13'-0" 8'-1" 21'-6" 32' - 6 1/4" 67' -1 3/4" 25' - 4" AMEOA COUNTY FIRE DEPARTMENT TRAINING CENTER 1 0 M • L J KEYNOTE LEGEND 05.017 STANDING SEAM METAL ROOFING SYSTEM COVERING EXTERIOR UTILITY YARD 05.035 CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. 07.010 PRE -FINISHED DARK METAL PANELS TRIM, MATCH THE DARK MULLION 07.012 PRE -FINISHED METAL PANELS (MP-2), TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.018 SKYLIGHTS, 3' X 3' TYP. 08.022 ALUMINUM FRAME CLERESTORY WINDOW WITH CLEAR INSULATED GLAZING, TYPICAL. 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES 26.014 ROOF -MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 32.007 8' HIGH CMU SCREEN WALL WITH PLASTER FINISH ON EXTERIOR SIDE PAINTED EXTERIOR STUCCO, (CP-1) COMPOSITE METAL PANEL; (MP-2) PRE -FINISHED DARK METAL SIDING PANELS AND TRIM; (MP-3) PRE -FINISHED METAL SOFFIT PANEL; (MP-1) STANDING SEAM METAL ROOF; (R-1) (08.003) ALUMINUM STOREFRONT; (WIN-1) GLAZING; (IGU-1) CMU; 2-COAT STUCCO - PAINTED TAUPE; (CMU-2) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE COLOR ELEVATION - SOUTH EXTENDED F1 1/8" = NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION R1 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction awing Title EXT. ELEVATION SOUTH - EXTENDED Drawing No. A-1 -204 SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 4 CLIENT 1-TO PARAPET 30'-0" ch 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0„ 73- - • • • • • • • • • • • CORRIDOR A 1-103A • • - . • KEYNOTE BUILDING SECTION 1 WEST RE: D1/A-1-121 M5 3/16" = 1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0„ Sim F1 -1-80 1.6 ELEC. MAIN PANEL ROOM 1-113 TELECOM/SERVER CLOSET 1-110 1.D CORRIDOR B 1-103B L EXERCISE/FITNESS ROOM 1-109 • i • • i • • •• • • • • I • • I • • 1-TO PARAPET 30'-0" 014 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" • i • • • • • • • • • • • I • • I • • • • I • • I • • LOCKER ROOM (MALE) 1-112A • • • I • • i • CORRIDOR B 1-103B • i • • I • • TURNOUT ROOM 1-108 • ' //, • • \\\\\\\\\\\\\\\ \VA��VA��VA��VA��VA��/ VA�VA\// BUILDING SECTION 3 WEST RE: D1/ A-1-121 G12 3/16" = 1'-0" BUILDING SECTION 2 WEST RE: D1/ A-1-121 G1 3/16" = 1'-0" 1-TO PARAPET 30'-0" 1-TOD 24'-21/2" 4 1-ROOF 13'-0" 1-FIRST LEVEL 0'-0" 1 1 1 T • • - • • • l IF N If A Y I I 11 A i 1 1 0 1 1� T-AINING CLASSRO•M - SMALL • i • • i • • 1 LJ PUBLIC LOBBY 1-100 - • TRAINING COIVIVIONS 1-100B•I • • • • LI I1 Y r 19 11 1 T1 lI LI 11 r 1.6 1 L - 4 r 1 • • • • • • - • • F )M (MALE) 2 A LOCKER ROOM (MALE) 1-12A LOCKER ROOM (FEMALE) 0 G12 -1-301 1.8 r 0 �r I r u ELEC. MAIN PANEL ROOM 1-113 MECH. ROOM 1-114 — COVERED UTILITY YARD 1-115 1 N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title BUILDING SECTIONS - CLASSROOM BLDG. Drawing No. A-1-301 A LONGITUDINAL BUILDING SECTION NORTH RE: D1/A-1-121 Al 3/16" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R KEYNOTE KEYNOTE CLIENT R s) n Q� if 0 1.D 06.014 FLAT BOTTOM GABLE MFRG TRUSSES @ 24" OC, SSD. 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND 06.071 WOOD BEAM, S.S.D. BUILDING VAPOR BARRIER 07.021 4" MINIMUM CONTINUOUS RIGID SLOPED INSULATION 22.046 ROOF AND OVERFLOW DRAIN 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, 23.032 ROOF AIR HANDLING UNIT, S.M.D. FOR SIZE & LOCATION TYPICAL 23.035 ROOF VENTS, S.M.D. 07.051 COLD APPLIED 2-PLY ASPHALT ROOF MEMBRANE, TYP 23.042 MECHANICAL DUCT, S.M.D. 07.071 EXTERIOR ACCESS LADDER 26.031 ROOF MOUNTED PHOTOVOLTAIC PANELS, TYPICAL. S.E.D. DBE 08.001 ROOF WINDOWS AND SKYLIGHTS TO VERIFY COUNTY REQUIREMENTS FOR CAPACITY AND SIZE ACCORDINGLY. OPTIONAL BATTERY STORAGE TBD 441 erbbli Q Q w Pit,tiA 1 I 1.4•'OF ( 23.032 ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P (07.071) 1-TO PARAPET 1-TO PARAPET 30'0"- � 30'- �� 1 80 `, .i ---------------- ------------------------------------------------------------------ ----------- �� M 23 035 5/16" PER FT % (07.051) Y% • _ 22.046f j' (07.021) N =' PER FT 1 1 j 5/16" // • �� K6 ►1 /® ..-- �M •►i�♦�� ♦♦�♦�♦�♦�♦�♦�♦�♦� _ 1 I Iiiiiiiiiiiiiiiiiiiii♦i�� ►% 1 TOD i ♦ �����♦ _ _ . 1 TOD ®������������♦ �� ck _ _ _>��.�___�� vvvvvvvv.� AAAvvv vvvvvv AAAA vvvv 24' - 2 1/2" I��������������������, 24' - 2 1 /2" = M M ♦���♦�4 ♦♦♦♦♦4♦♦♦♦♦♦♦♦♦♦♦��������1 �Wttf4 . �� 1 1 i - i •IW ►•1►d ►@� . / _ _ 1 41 6; / / 09.021 �.. / /� IIII �� ; L L II -- - .....i - -/ 1044 7 / I� 08001 III 1 II 1� WINDOW OPENING IIII . BEYOND �� I►�_ IIII 06.014 IIII � ___-- ►! K — — / IIII -,,4,,, __AA_AO -,-AI TRAINING COMMONS ----- pp---® Aim HIGH CEILING III — — —44431 I — `,, IIII — - IIII �1 J l _ _ — — — RECESSED/I ANGLED FRAMED '� — _ — F F _ — WINDOW OPENING :. _ _ ►- __— 01 is H _ G ck1-ROOF 13'-0" i 06.071) 23.042 1 nto F F 1 x 2-SECOND LEVEL " NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects / �- Revision Number DATE ISSUE DESCRIPTION E E 10/02/2024 50% DESIGN DEVELOPMENT - - LOCKER ROOM (MALE) X, 1-112 D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA PUBLIC LOBBY CORRIDOR A o TRAINING COMMONS 1-100 1-103A o L1-100B 1 1 C' 1 1 1 1 1 Architect of Record S KAWASAKI H A H Contractor • B B ARCHITECTS 570 10th Oakland, Street, CA Suite 94607 201 OVERAAt Construction Drawing Title WALL SECTIONS - CLASSROOM BLDG. _ A A 1-FIRST LEVEL 1-FIRST LEVEL - Drawing No. A-1-311 ENLARGED WALL SECTION 2 A8 ENLARGED WALL SECTION/ELEVATION Al SKA Project Number: 24702 RE: M5/ A-1-301 3/4" = 1'-0" RE: Al / A-1-301 3/4" = 1 1-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R KEYNOTE p\ 1 1 Al 1-TO PARAPET 1 . D - \'\ �, CLIENT R Lc � 03.031 FLOOR SURFACE SLOPED TO FLOOR/TRENCH DRAINS, S.P.D. 05.011 PAINTED STEEL COLUMN, S.S.D. 05.012 PAINTED STEEL BEAM, S.S.D. 05.064 METAL PANEL FACADE 05.065 CONTINUOUS PRE -FINISHED METAL PARAPET COPING CAP TO MATCH UNDERLYING FINISH, TYP. 07.042 PRE -FINISHED METAL SOFFIT PANELS, TYPICAL 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 07.048 CMU WALL W/ PRE -FINISHED METAL SIDING PANELS AND TRIM AT EXTERIOR SIDE; TWO -COAT STUCCO AT INTERIOR SIDE 07.054 PREFINISHED METAL RIDGE CAP 07.067 PREFINISHED GUTTER & LEADER 07.071 EXTERIOR ACCESS LADDER 08.092 SKYLIGHTS, 3' X 3' TYP. 08.099 INDIRECT DIFFUSED SUNLIGHT 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 09.025 PAINTED ANGLED GYPSUM CEILING, SEE RCP 10.018 BRUSHED ALUMINUM BUILDING SIGNAGE, SEE SIGNAGE DRAWINGS SG -SERIES 11.961 FREESTANDING UNITS MOUNTED TO TUBULAR FRAME WALL; GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX RECEPTACLE AT TOP SHELF TYP 11.963 26.032 PRE -ACTION DOUBLE INTERLOCK SYSTEM FOR I.T. ROOM, S.E.D. 26.061 CABLE TRAY 26.063 LIGHT SCONCE, S.E.D. .A 1-TO PARAPET . D-1 301 Q OF NV I� �v 30' - 0" 30' - 1-TOD p�� - - L - - - ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P O 0 1-TOD / _1--- J N 1.A 1. Biti N ck 24'-21/2" _ _ Y 24'-21/2" _ - _ _ 07.071 C 26.032 M M (07.054) (07.044) i 08.092 08.099 rW ' yam®''41 �D=- 441, i _ CI T+L ------ ---------- mm_ ,rif ,,,,- il /41 J K i 26.061 26.032 Al 2 -1-80 EXPOSED CEILING Zi - - 07.044 26.032 - -1-80 ill_ __ -- , ��` __-_= -=_vim • • EXPOSED CEILING _ _ __ _ 1 _ r ® - 1 H-p„ H _ • . • % I 11 ,I • 1-ROOF _ - � • eL 1-ROOF .o_ r tea- , • -- 1-ROOF 13'-0" �. i `\ Al __ 13'-0" ' 1 • 05.012 •u '` • • _ N G L.. _ 07.067 05.011 I er 07.042_...) COf • • I.______ • • • • /► - / \ �I - �� ...01_,k2 0 �1 \� • • 1 • • F F 26.063 )--il 05.065 .� 26063 C ) < EXTRACTOR/LAUNDRY AREA NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects {' _ _ .09.021) 26.063 > i < . . • • • • 1-108A Revision Number DATE ISSUE DESCRIPTION • • .. • • • , . . i, • • j_ • • • • i, • • 10/02/2024 50% DESIGN DEVELOPMENT > / / \ \ LOCKER ROOM (MALE) BE oND < >11.963 \LOCKER ROOM (MALE) CORRIDOR B / 1-112A 1-103B > / \ / 1-112A 07.048 • _ A \ / ' (10.018� / \ j< l� % D / �05.064� Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA I< / \ \ \ \ / / / / / \ / / / / /► / �, w - �11.961) I< < C / / \ \ H • Architect of Record SHAH KAWASAKI Contractor ;, / 1 1 / >' / \ • • _ _ A17 • -1-80 k �{ \ / / Al ARCHITECTSOVERcPOn 570 I0th Oakland. Street, CA Suite 94607 201 ■ / \ I/ �� 1-FIRST LEVEL 1-FIRST LEVEL �' :, _� 4 1-FIRST LEVEL ' 1 > \ >�r- 0 - 0 4 ° ° a ° ° . � a d: d ° ° 8 °, 9 - 11 ° ° . ° ° d. $ ° d . ° . n - d y _ 9 - a: ° Aaa Drawing Title WALL SECTIONS CLASSROOM BLDG. ° a - `_ - - " d , //llllllllllllll /-? - d - .s 9_ - 4 III- a " _ a" 1 03.01 ° ' ° ° e 1 III III III III III III III III III I I III III III III III 1-1- _III I-f-_ 1 1 1 1 III 1 `: Drawing No. A-1-312 ENLARGED WALL SECTION 2 WEST - Callout 1 Al SECTION AT CLASS. BLDG SCREEN WALL & UTILITY YARD A16 ENLARGED WALL SECTION 2 WEST - FRONT WALL RIBBON WINDOWS A9 SKA Project Number: 24702 RE: G1/A-1-301 3/4" = 11_0" PF• r1/ A_1_1_91 "= 1" PP• f11/ A_1_191 'Ile= 1'_11" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 7 CLIENT KEYNOTE 05.015 STEEL BEAM, S.S.D. 05.069 PREFINISHED METAL FASCIA W/FINISH TO MATCH DOOR SYSTEM 06.014 FLAT BOTTOM GABLE MFRG TRUSSES @ 24" OC, SSD. 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 08.031 GLAZED, INSULATED GLASS, FOLDING DOOR SYSTEM 09.021 PAINTED EXTERIOR 7/8" CEMENT PLASTER WITH METAL LATH AND BUILDING VAPOR BARRIER 09.054 SUSPENDED ACOUSTIC TILE CEILING 23.042 MECHANICAL DUCT, S.M.D. 26.062 ROOF MOUNTED PHOTOVOLTAIC PANELS 32.042 EXTERIOR FLATWORK, SEE CIVIL & LANDSCAPE DRAWINGS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P 0 4 1-ROOF 13'-0" 1-FIRST LEVEL 50 08 080 08040oC \ • .1111111111111111111 . . _ _ _ . -.a e d a a 0 0 0 0 0 0 0 0 0 0 0 0 o- : \/i\/A / \/\ \, /\ \/\ \/\ \/, 26.062 (05.069 1.E (05.015) (08.031 EXTERIOR 1-FIRST LEVEL 0'-0" �0�000�0�oUoUovo� m p>/\/\// ,</\// ://:// ,\///// - TRAINING CLASSROOM -LARGE 1-102 FOLDING DOORS OPEN POSITION o 0 o Q_ 0 0 \ 0 o 0/ /\//��\�/� o /0 0 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title WALL SECTIONS - CALSSROOM BLDG. Drawing No. A-1-313 A WALL SECTION @ TURNOUT RE: D1/A-1-201 A8 3/4" = 1'-0" WALL SECTION @ NORTH FACADE FOLDING DOORS RE: D1/A-1-121 Al 3/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R/ GENERAL NOTES CLIENT R ����� � Q ,--ter ] (26.001) c (09.006) � �q OF ,OVA (09.010) � P ALAM E DA COUNTY GENERAL SERVICES AGENCY P 09.006 ...• (09.006 ) O 1401 LAKESIDE DRIVE, 10TH FLOOR , OAKLAND, CA 94612 0 26.001) (26.001 ) - (09.006) _ '� '� (09.006� - N N (08.041 ) \, , \ , , 09.009 KEYNOTE 06.004 (LMT-1) PLASTIC LAMINATE - WHITE, SEE FINISH SCHEDULE 06.005 (LMT-3) PLASTIC LAMINATE - RED, SEE FINISH SCHEDULE 06.008 UPPER CABINETS, PLASTIC LAMINATE FINISH - RED 08.001 ROOF WINDOWS AND SKYLIGHTS 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.041 08.043 PRE -FINISHED ALUMINUM FRAME STOREFRONT SECTION WITH SLIDER ENTRY DOOR AND CLEAR INSULATED GLAZING 08.045 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOUBLE DOOR WITH CLEAR INSULATED GLAZING 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE 09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE 09.009 (PT-4) WALL PAINT, SIMILAR TO TAUPE, SEE FINISH SCHEDULE 09.010 (AC-1) ACOUSTIC CEILING TILE, SEE FINISH SCHEDULE 09.014 (FWP-1) FABRIC WRAP ACOUSTICAL PANEL -GREY, SEE FINISH SCHEDULE 11.003 (N) REFRIGERATOR, TYP. VERIFY REQUIRED DOOR SWING CLEARANCE 12.004 CUSTOM HARDWOOD RECEPTION DESK WITH PLASTIC LAMINATE FINISH 26.001 LIGHT FIXTURE, TYPICAL. S.E.D. 27.051 M M � �09.001 (06.005) (08.043) (09.006) 09.001 PUBLIC LOBBY- NORTH ELEVATION M16 PUBLIC LOBBY- SOUTH ELEVATION M10 TRAINING COMMONS- WEST ELEVATION M4 1/4" = 1'-0" 1/4" = 1'-0" RE: D1/ A-1-121 1/4" = 1'-0" L L 08.001 ) K K 09.006 ) (09.006) 08.006 (08.006 ) J 7 09.006) _ \ 09.006) N4 (09.006) H H ( 26.001) 08.006) -1-40 ( 26.001 ) - -iii-( 09.008 ) 09.014 (27.051) (09.014) • • i, • • . • • • • Th_ E „ ,, " _ - -� = _ _ = , _ _ . , G (06.008 " �" \ . `II' Ii/ 'I_ ill' '11' 'U' • / o . / (11.003 )-� ; _ �� r > < > . = _ _I 02.004 • ,,CIv LEGEND • A A /, / 1 1 1 / 1 / 1/ 1/ V A A /, I 1 1 1 / 1 1/ V V A A /, / 1 / 1 / 1 1/ 1 v V \ \ A - -- in _ _ \ \ \ \ • • - • , F , = / 1 /, / GLAZING \ \ - - - // / 1 / 1 1/ 1 F F A/ V r • • • • • (09.006) 09.001 (06.005) 09.001 (09.001) 09.001 (09.006) 08.045 TRAINING COMMONS- SOUTH ELEVATION F16 TRAINING COMMONS- EAST ELEVATION F10 TRAINING COMMONS- NORTH ELEVATION F4 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. ©2024 Shah Kawasaki Architects �08.°03� KEYNOTE RE: D1/ A-1-121 1/4" = 1'-0" RE: D1/ A-1-121 1/4" = 1'-0" RE: D1/ A-1-121 1/4" = 1'-0" Revision Number DATE ISSUE DESCRIPTION E 4' -1 3/4" 10/02/2024 50% DESIGN DEVELOPMENT E A-1-401 Z • = 06.005 o C16 (06.005 ) N � (06.005 N Project ALAMEDA FIRE CENTER TRAINING COUNTY D 1.6 - y (06.005) A-1-401 A10 °° C1 A-1-401 `o 5053 GLEASON DRIVE, DUBLIN, CA 94568 RECEPTION DESK- NORTH ELEVATION C16 RECEPTION DESK- EAST ELEVATION C 1 0 RE: A4/ A-1-401 1/2" = 1-0 ' " RE: A4/ A-1-401 1/2" = 1'-0 " Architect of Record SHAH KAWASAKI Contractor C (06.005 B ARCHITECTS I Oth Oakland, Street, CA Suite 94607 201 OVERA&IL Construction B (, (06.005) f 06.004 ) 06.004 • 06.005 PNORIH ( 06.005) - 0 o 0 T L)574 06.005 "' Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - 1 .A A16 A-1-401 7' - 713/16" iii (06.004) 6" 5' - 8 3/4" 6" LOBBY 3 • • • Drawing No. A-1-401 A RECEPTION DESK- SOUTH ELEVATION A16 RECEPTION DESK- WEST ELEVATION A10 ENLARGED PLAN - RECEPTION A4 SKA Project Number: 24702 RE: A4/ A-1-401 1/2" = 1'-0" RE: A4/ A-1-401 1/2" = 1'-0" RE: D1/ A-1-121 1/2" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 09.006 (06.013) 09.006 (12.005) 06.015 i IP 0 N • - o 0 • / / / / / / / / \ ^ \ \ v \ \ \ / / / / / / / / / / ^ \ \ \ \ / / /\ / / / / / \ \ \ ` /z / 7 7 7 7 7 7 / M I / / / 0 / \ v I„0 / / / / 0,/�/ / / / / / / /11 / zo ( 11.014 40/ E. CV I [I' , / /p[ , 1 1 / N 1 1 n 09.001) (11.003) 14' -11 3/4" GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P O GENERAL OFFICE STORAGE- SOUTH ELEVATION RE: D1/A-1-121 N13 1/2" = 1'-0" BREAK ROOM - NORTH ELEVATION RE: F4/ A-1-401 N4 KEYNOTE 1/2" = 1'-0" CLASSROOM STORAGE - WEST ELEVATION RE: D1/A-1-121 K18 3/16" = 1'-0" ( 09.001 09.007 10.003 • N (05.002 3'-3" 3'-6" 06.005 06.0G J n,n n,n ` VJVVG m I M 1 11'-1" 11'-3" CLASSROOM STORAGE - NORTH ELEVATION RE: D1/A-1-121 K13 3/16" =1'-0" BREAKROOM ISLAND - EAST ELEVATION RE: A4/ A-1-402 K9 1/2" = 1'-0" BREAKROOM ISLAND - SOUTH ELEVATION RE: A4/ A-1-402 K4 1/2" = 1'-0" (10.003 09.006 10.002 09.001 (09.001 10.002 09.006 (06.005 N 3'-3" 3'-6" • • (707) N Oo 1 n n ( 06.007) (06.005 2'-6" • • 2'-6" 2'-0" 4'-3" 2'-4" 11'-1" 11'-3" • 05.001 (SS-1) STAINLESS STEEL BACKSPLASH, SEE FINISH SCHEDULE 05.002 (SS-2) STAINLESS STEEL COUNTERTOP, BRUSHED SATIN, SEE FINISH SCHEDULE 06.005 (LMT-3) PLASTIC LAMINATE - RED, SEE FINISH SCHEDULE 06.006 BUILT-IN CASEWORK, STAINLESS STEEL COUNTER 06.007 06.008 UPPER CABINETS, PLASTIC LAMINATE FINISH - RED 06.013 UPPER CABINETS, PLASTIC LAMINATE FINISH - WHITE 06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE 10.002 MEDAL SHELF STORAGE UNIT (72"L X 18"D X 84"H) 10.003 MEDAL SHELF STORAGE UNIT (48"L X 18"D X 84"H) 11.001 (N) DISHWASHER 11.002 (N) MICROWAVE 11.003 (N) REFRIGERATOR, TYP. VERIFY REQUIRED DOOR SWING CLEARANCE 11.004 (N) ELECTRIC RANGE OVEN WITH FRONT MOUNTED CONTROLS 11.005 (N) COFFEE MACHINE 11.009 (N) DUCTED COMMERCIAL -GRADE RANGE HOOD. PROVIDE REMOTE HOOD SWITCH AT ACCESSIBLE REACH HEIGHT 11.014 RADIO CHARGING STATION, COUNTER MOUNT. VERIFY QUANTITY WITH OWNER 11.016 PAPER SHREDDER 12.005 PLASTIC LAMINATE COUNTERTOP CLASSROOM STORAGE - EAST ELEVATION RE: D1/A-1-121 G18 3/16" = 1'-0" CLASSROOM STORAGE - SOUTH ELEVATION RE: D1/A-1-121 G13 3/16" =1'-0" BREAKROOM ISLAND - WEST ELEVATION RE: A4/ A-1-402 G9 1/2" = 1'-0" A-1-402 /G9 BREAKROOM ISLAND- NORTH ELEVATION RE: A4/ A-1-402 (11.002) 11.004 COMMONS/BREAKROOM 1-100C 11.001 0 0 J � 0 0 0 DW 11' - 3" K4 11.003 K9A-1-402 G4 LEGEND 1/2" = 1'-0" GLAZING 08.003) ► KEYNOTE N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - BREAK RM & RECEPTION Drawing No. A-1-402 A ENLARGED PLAN - BREAK ROOM RE: D1/ A-1-121 A4 1/2" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 201 21 20 19 18 17 16 15 14 13 12 11 10 3 (09.006) (10.012 ALIGN 1 / / 10.013 (10.012) TYPICAL 10.013 09.001 4'-2" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 09.006 EXPOSED STRUCTURE ( 09.006 (09.015) (09.006 (09.001) (09.008) GENERAL NOTES LARGE CLASSROOM- EAST ELEVATION RE: D1/A-1-121 N13 1/4" =11-0" LARGE CLASSROOM- WEST ELEVATION RE: D1/ A-1-121 N4 1/4" = 1'-0" (08.006 EXPOSED STRUCTURE ( 09.015 08.011 09.006 0- 09.015 N u) 09.008 09.001) M 09.008) (09.001 o • • (08.006) ■ 004) 08.005) (09.001 ( 09.006 RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P KEYNOTE LARGE CLASSROOM- SOUTH ELEVATION RE: D1/A-1-121 J13 1/4" =11-0" LARGE CLASSROOM- NORTH ELEVATION RE: D1/A-1-121 J4 1/4" =1'-0" 09.015 09.008 (09.008) (09.001 09.006 09.006 1 4-0 1 ALIGN 3'-0" 1 5'-0" •• o co ~ 0 N _ N -v 1 09.001 1~ 08.001 ROOF WINDOWS AND SKYLIGHTS 08.004 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING 08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH CLEAR GLAZING, TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.011 PAINTED THREE PANEL SLIDING WOOD DOOR 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.006 (PT-1) WALL PAINT, EGGSHELL, SEE FINISH SCHEDULE 09.008 (PT-3) WALL PAINT, RED, SEE FINISH SCHEDULE 09.014 (FWP-1) FABRIC WRAP ACOUSTICAL PANEL -GREY, SEE FINISH SCHEDULE 09.015 (FWP-2) FABRIC WRAP ACOUSTICAL PANEL -RED, SEE FINISH SCHEDULE 10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH STAND-OFFS 10.013 CUT MARKER BOARD AS REQUIRED FOR VIDEO MONITOR MOUNT TO ALLOW MARKER BOARDS TO BE CONTINUOUS BEHIND 27.001 VIDEO DISPLAY MONITOR AND WALL MOUNT, SEE T-SERIES DRAWINGS FOR SIZE LEGEND SMALL CLASSROOM- WEST ELEVATION RE: D1/ A-1-121 E13 1/4" = 1'-0" 101 SMALL CLASSROOM- NORTH RE: D1/A-1-121 E4 1/4" = 1'-0" (08.006 (09.014 (09.006 09.001 09.006 En ao • • (08.006 (08.006 09.006 10.012 7( 09.001 o GLAZING (08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - CLASSROOMS Drawing No. A-1-403 A SMALL CLASSROOM- SOUTH ELEVATION RE: D1/A-1-121 A13 1/4" = 1'-0" SMALL CLASSROOM- EAST ELEVATION RE: D1/A-1-121 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 sSED RUCTURE • • 7 7 006) 1■■■■■ 1■■■MEN I 11111111111111 1■■■■■ 1■■■MEN I 11111111111111 1■■■■■ 1■■■MEN I P I I c 1 / 11.013 09.001) ( 08.013 26.004 09.007 11.022 (11.014) 05.002 (06.016 E '• ED STRUC L' 4'-0" 11.013 (71:7) 09.001 GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P KEYNOTE TURNOUT ROOM - EAST ELEVATION RE: A4/ A-1-404 M11 1/4" = 1'-0" TURNOUT ROOM - WEST ELEVATION RE: A4/ A-1-404 M4 1/4" = 1'-0" ( 26.004 (09.007 11.022 EXPOSE STRUCTURE 023) (09.001 c %%; 09.007 08.013 11.013 09.001 09.007 EXPOSED STRUCTURE (05.006) L<11.013) c 09.007 26.004 TURNOUT ROOM - WASHER/DRYER - SOUTH ELEVATION RE: A4/ A-1-404 F16 1/4" = 1'-0" TURNOUT ROOM - SOUTH ELEVATION RE: A4/ A-1-404 F11 1/4" = 1'-0" (09.007 L EXPO STRUC ED URE // // // 09.007 -(11.013) 05.006 05.006 M4 11.013 All F11 M11 TURNOUT ROOM 1-108 A-1-404 F16 EXTRACTOR DRYER 11.023) (11.022 pROJE01 11 NOR1H 05.002 (SS-2) STAINLESS STEEL COUNTERTOP, BRUSHED SATIN, SEE FINISH SCHEDULE 05.006 METAL FRAME SUPPORT FOR SHELVES, SSD 06.007 06.016 (LMT-2) PLASTIC LAMINATE - KENSINGTON MAPLE, SEE FINISH SCHEDULE 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 11.013 WALL -MOUNTED GEAR GRID TYPE TURN OUT LOCKERS; WITH 110V DUPLEX RECEPTACLE AT TOP SHELF TYP 11.014 RADIO CHARGING STATION, COUNTER MOUNT. VERIFY QUANTITY WITH OWNER 11.022 LARGE HEAVY DUTY DRYER, AND EXTRACTOR. PROVIDE HOUSEKEEPING PAD AND ANCHORS PER MANUFACTURERS RECOMMENDATIONS AND DETAILS. 11.023 WALL MOUNT WATER HEATER 11.963 12.005 PLASTIC LAMINATE COUNTERTOP 26.004 LINEAR PENDANT LIGHTING TYP., S.E.D. LEGEND GLAZING 08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATIONS - TURNOUT ROOM Drawing No. A-1-404 A TURNOUT ROOM - NORTH ELEVATION RE: A4/ A-1-404 All 1/4" = 1'-0" ENLARGED TURNOUT ROOM PLAN - CLASSROOM BUILDING RE: D1/ A-1-121 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 XPOSED STRUCTURE (08.032 // // // 06.002 09.007 09.001 06.002 (09.007 (05.006 EXPOSED STRUCTURE %%A (27.001) co • 09.001 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 022) GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P FITNESS ROOM- EAST ELEVATION RE: A4/ A-1-406 N12 1/4" = 1'-0" FITNESS ROOM- WEST ELEVATION N4 KEYNOTE 1/4" = 1'-0" 08.006 r` // // // // // // // (08.005 16'-0" 09.007 08.004 09.001 FITNESS ROOM- NORTH ELEVATION G14 1/4" = 1'-0" (09.007 ( 09.001 1 II 11 11 11 11 1 a u 1� (10.022 ( 05.006 16" C = � 7 H n IF` / 08.032 05.006 METAL FRAME SUPPORT FOR SHELVES, SSD 06.007 06.002 (X-2) EXPOSED STRUCTURE AND MECHANICAL SYSTEMS - ACOUSTICAL SPRAY, SEE FINISH SCHEDULE 08.004 PRE -FINISHED ALUMINUM FRAME STOREFRONT DOOR WITH CLEAR GLAZING 08.005 ALUMINUM FRAME "NANAWALL" FOLDING CLASS PARTITION SYSTEM WITH CLEAR GLAZING, TYPICAL 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.032 PAINTED ROLL -UP INSULATED GLASS SECTIONAL DOOR 12' W X 10'H 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 10.022 WALL MOUNTED TEMPERED GLASS MIRROR SYSTEM, 36" TYP. WIDTH 27.001 VIDEO DISPLAY MONITOR AND WALL MOUNT, SEE T-SERIES DRAWINGS FOR SIZE LEGEND GLAZING 08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - EXCERCISE ROOM Drawing No. A-1-405 A FITNESS ROOM- SOUTH ELEVATION A14 1/4" = 1'-0" ENLARGED PLAN - EXCERCISE RM RE: D1/A-1-121 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R GENERAL NOTES CLIENT p R R ` Vfcts V 7� 1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. 2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION 3. SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULECI: 4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES 5. SEE A-1-931 FOR FLOOR FINISH PLAN M,,< Gibbli Q OF Pit,tiA ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P O 0 N N KEYNOTE 05.011 PAINTED STEEL COLUMN, S.S.D. 22 31 STORAGE HEAT PUMP ELECTRIC WATER HEATER, S.P.D. 23.034 TEMPERATURE CONTROL PANEL, S.M.D. 23.061 CONDENSING UNIT, S.M.D. 23.062 EVAPORATOR DISCHARGE, S.M.D. 1 gi M M L 1.D — CORRIDOR B K 1-103B J J T 17 7 C■ TELECOM/SERVER 1 CLOSET H H 1-110 r I I eeeeeeeeeeeeeeeeee•• I eeeeeeeeeeeeeeeeee••1 L J i WALL OT MOUNT BIKE RACKS G G 23.061 (FOR MORE INFORMATION S.L.V.D.) —_ _— z 1 LEGEND // GLAZING F F 7 P. NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects 08.003) KEYNOTE LEV ATS2 ATS1 E H D GENERATOR Revision Number DATE ISSUE DESCRIPTION T E 10/02/2024 50% DESIGN DEVELOPMENT TX2 L ioE L ELEC. MAIN PANEL BUS ROOM L 1-113 (FOR MORE IHLA 1HDA D D INFORMATION S.E.D.) — Project ALAMEDA FIRE GLEASON CENTER TRAINING 9 DRIVE, 4568C COUNTY DUBLIN, CA • T TX1 COVERED UTILITY TCPYARD �23.034� EHL 1-115 23.062 � k‘5053 C 1 L RA h - -1 mi. h L C P 1 MAIN SWITCH AH rchitect of Record S KAWASAKI H A H Contractor 1 LRB L C BOARD MECH.ROOM FACP 1-114 B B [all 05.011 ARCHITECTS 570 I0th Oakland. Street, CA Suite 94607 201 Ouu&S Construction L L D l 1.D I PRaEc1 NORTH AllP Drawing TENLARGED INTERIOR PLAN & ELEVATION UTILITY & OFFICE STORAGE A Drawing No. A.1 _4 0 6 ENLARGED PLANS - UTILITY ROOMS A4 SKA Project Number: 24702 RE: D 1 / A-1-121 1/2" - 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT a a a a a a a a o (06.042 09.007) (09.001 \ / a a a o / 06.042 II - II I GENERAL NOTES RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. SEE A-021 FOR BUILDING SIGNAGE INFORMATION SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES SEE A-1-931 FOR FLOOR FINISH PLAN R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P MALE LOCKER ROOM 112 - NORTH ELEVATION RE: D1/A-1-121 N13 1/2" = 1'-0" MALE LOCKER ROOM 112 -SOUTH ELEVATION RE: D1/A-1-121 N4 KEYNOTE 1/2" = 1'-0" 06.042 09.007 09.007 (08.013 ) (09.007) (09.001 a a a a a a MALE LOCKER ROOM 112 - WEST ELEVATION RE: D1/ A-1-121 G13 1/2" = 1'-0" MALE LOCKER ROOM 112 - EAST ELEVATION RE: D1/A-1-121 G4 06.042 08.006 ALUMINUM FRAME CLERESTORY WINDOWS ABOVE, SEE RCP AND ELEVATIONS 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 09.031 WALL TILE (T-1), SEE FINISH SCHEDULE 09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE 10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN 10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH REQUIREMENTS 10.008 VERTICLE GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH REQUIREMENTS 10.019 RECTANGULAR MIRROR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS. SHIM @ UNEVEN WALL FINISH FOR PLUMB INSTALLATION & PROVIDE CONTINUOUS SEALANT AROUND PERIMETER 10.023 WARM HAND DRYER 10.024 TOILET PARTITION, SEE FINISH SCHEDULE 10.025 BUILT-IN URINAL PATITION 10.028 TRASH BIN 10.030 FIREPLACES AND STOVES 22.047 ACCESSIBLE SINK, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 22.049 URINAL, WALL MOUNTED. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 22.050 WALL MOUNTED WATER CLOSET, TYP. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS 1/2" = 1'-0" LEGEND ( 08.006 ( 09.007 16'-91/2" 207" X1.111012,/ 64" 10.024 09.031 ALIGN 10.023) (10.028) (09.001 A (09.007 08.013 1-112A.1 10.019 10.025 (22.047) 10.030 10.006 )--� 0 09.001) (09.032) (09.031) (22.049) (10.024) (09.032) 09.007 10.008 10.007 22.050 GLAZING (08.003) ► KEYNOTE N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - MALE LOCKER ROOM Drawing No. A-1-408 A MALE RESTROOM - WEST ELEVATION RE: A4/ A-1-407 A13 1/2" = 1'-0" MALE RESTROOM - EAST ELEVATION RE: A4/ A-1-407 A4 1/2" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R GENERAL NOTES CLIENT R R ` Vfcts V C:.-1 1. RESTROOMS TO HAVE THE FOLLOWING ACCESSORIES TO BE AUTOMATIC/TOUCHLESS: TOILET FLUSHOMETER, SINK FAUCET, SINK SOAP DISPENSER. 2. SEE A-021 FOR BUILDING SIGNAGE INFORMATION . SEE A-1-931 FOR INTERIOR FINISH LEGEND, ROOM FINISH SCHEDULE, & CASEWORK & COUNTERTOP FINISH SCHEDULE 4. SEE A-1-921 FOR DOOR SCHEDULE & DETAIL REFERENCES 3111111 5. SEE A-1-931 FOR FLOOR FINISH PLAN — 3 4 _ _ _ _ M,,�r Q 4,- OF ,OVA -•- /// \ \ \ f 0 0° p\ ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P 10.023 (08.013) v o v °° / / Li u n n n,n / / O 0i 1 / / (10.028) / 06.042 )—Nk (09.007) / I �� /jjjjj/ /jj/i 09.001 �� W. N N KEYNOTE FEMALE LOCKER ROOM 111 - WEST ELEVATION N5 FEMALE LOCKER ROOM 111 - EAST ELEVATION N4 06.042 08.013 PAINTED FLUSH DOOR, SEE DOOR SCHEDULE 09.001 (R-1) RESILIENT RUBBER WALL BASE, SEE FINISH SCHEDULE 09.007 (PT-2) WALL PAINT, SEMI -GLOSS, SEE FINISH SCHEDULE 09.032 TILE BASE (T-2), TYP. SEE FINISH SCHEDULE 10.006 WALL MOUNTED PAPER TOWEL DISPENSER, WITH WASTE BIN 10.007 S.S. GRAB BAR. SEE ACCESSIBILITY STANDARDS FOR MOUNTING AND LENGTH REQUIREMENTS 10.023 WARM HAND DRYER 10.028 TRASH BIN 22.050 WALL MOUNTED WATER CLOSET, TYP. S.P.D. AND SEE ACCESSIBILITY STANDARDS FOR MOUNTING REQUIREMENTS RE: A4/ A-1-409 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" M M 1 1 .6 A-1-411 J16 L L K K J �10.006) n C 10.028 10.023) A13 H H -- o A 1 409 A17 10.028 ( 10.023 %�� nlnn °-p ° LOCKER ROOM (FEMALE) 7 7 09.032 09.001 T ______--Y ° 1-111 G G G17 C LEGEND FEMALE LOCKER ROOM 111 - NORTH ELEVATION G17 FEMALE LOCKER ROOM 111 - SOUTH ELEVATION G5 N5 A-1-409/N4 \/ G5 H r— 71— 7r 1 1 � / GLAZING RE: A4/ A-1-409 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" F ► NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects 08.003") KEYNOTE Revision Number DATE ISSUE DESCRIPTION E E 10/02/2024 50% DESIGN DEVELOPMENT 1 1 1 MIC61 N4 D D A N17 A-1-410 N8 Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA N12 1.B � 22.050� C C 16 PROJECT NoRTN (10.007) U Architect of Record SHAH KAWASAKI Contractor ] ' -� (22.050 _ —.Iri. o 09.007 I 22.050 d k B B g � M M ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 OVERA.& Construction FlIMEWAWIlk 'ill '� i 09.032 �� ( 09.032) r Drawing Title ENLARGED PLAN & INTERIOR ELEVATION - WOMEN'S LOCKER ROOM A Drawing No. A.1 _4 0 9 FEMALE RESTROOM - EAST ELEVATION Al 7 FEMALE RESTROOM - NORTH ELEVATION Al 3 ENLARGED MEN & WOMEN LOCKER/RESTROOM A4 SKA Project Number: 24702 RE: D 1 / A-1-121 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" RE: A4/ A-1-409 1/2" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 STANDING SEAM METAL ROOF SYSTEM (R-1) 2x12 TOP CHORD TRUSS EAVE EXTENSION, SSD * 1-ROOF 13'-0" PRE -FINISHED 18GA GSM GUTTER TO MATCH R-1 SUSPENDED 2X FRAMING TO SUPPORT SOFFIT AS REQ'D HAT CHANNELS @ 12" 0.C. PRE -FINISHED METAL SOFFIT PREFINISHED RAINWATER LEADER 21 20 20 19 19 18 18 17 16 PV PANELS 0/RACKING WITH CLIPS TO ROOF STANDING SEAMS, TYP METAL SOFFIT 3-COAT STUCCO 0/SELF- FURRING LATH (CP-1) WRB STUCCO CASING BEAD 15 14 13 PREFINISHED METAL COPING CAP, CONTINUOUS CLEAT SPRING LOCK, FINISH TO MATCH METAL PANELS ALUMINUM COMPOSITE METAL PANEL SYSTEM 0/1 1/2" CON'T INSULATION (MP-2) 12 WEATHER RESISTANT BARRIER (WRB) PVC SINGLE PLY ROOFING SYSTEM 0/BONDING ADHESIVE, 0/PROTECTION BOARD, 0/TAPERED INSULATION, TYP 3/4" PLYWOOD DECK, SSD 6X10 BEAM, SSD 1 3/4" X 16 LVL @ 24" OC ROOF FRAMING, SSD EXTERIOR SHEAR PLYWOOD SHEATHING, SSD ENLARGED WALL SECTION AT CLASSROOM TOWER ROOF CONTINUOUS HEAD FLASHING W/END DAMS @ JAMS BACKER ROD AND SEALANT SELF ADHERED FLEXIBLE FLASHING ALUMINUM STOREFRONT WINDOW w/ 1" INSULATED GLAZING UNITS GYPSUM CEILING, CONTINUOUS SLOPE ALONG WINDOWS • • • i • . . 17 • • i i i . TMI . . • - . . • • i i • • SUSPENDED INTERIOR GYPSUM CEILING RE: A8/ A-1-311 ENLARGED WALL SECTION 2 WEST - FRONT WALL RIBBON WINDOW HEAD 16 15 14 13 RE: A9/ A-1-312 Al2 1 1/2" = 1'-0 12 11 11 10 HIGH -TEMP ROOFING UNDERLAYMENT,LAP 0/VERT. WRB GSM STANDING SEAM METAL ROOFING (R-1) GUTTER STRAP @ EVERY OTHER RIB, TYP ALUMINUM CASING WEEP BEAD 18 GA GSM GUTTER, COLOR TO MATCH ROOFING (R-1), TYP 1/2" EXTERIOR PLYWOOD SHEATHING 1-1/2" RIGID CONT' INSULATION (MIN R=7) FASTEN DRAINAGE & VENTILATION MAT PER MFR REQUIREMENTS DOWNSPOUT BEYOND, SEE EXT. ELEVATIONS WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. 7/8" CEMENT PLASTER, 0/LATH, 0/1/8" DRAINAGE MAT (CP-1) 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD FRAMING, SSD 1-1/2" RIGID CONT' INSULATION (MIN R=7) FASTEN DRAINAGE & VENTILATION MAT PER MFR REQUIREMENTS WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. LAP OVER FLASHING SAF, LAP UNDER GSM SILL FLASHING, TYP 7/8" CEMENT PLASTER, 0/LATH, 0/1/8" DRAINAGE MAT (CP-1) ALUMINUM CASING WEEP BEAD 18 GA GSM SILL FLASHING (EP-1) SLOPE TO DRAIN, SET OVER BED OF MASTIC SEE A6/A-1-802 FOR BELOW GRADE WATERPROOGING FINISH AS REQ'D, SCD 10 9 WHITE VAPOR BARRIER @ UNDERSIDE OF ROOF BATT INSUL, LAP/SEAL TO WALL VAPOR BARRIER EXPOSED & PTD WD. TRUSS, SSD SUSPENDED CEILING WO, SEE RCP 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. 6" BATT INSULATION (MIN. R=21) 2X6 WOOD FRAMING, SSD CEMENT PLASTER WALL EAVE RE: A8/ A-1-313 6" BATT INSULATION (MIN. R= 21) 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. WATER STOP CONCRETE CURB, SSD 1X PT NAILER, TYP. WALL BASE AS SCHED. 3/8" JOINT W/SEALANT & BACKER ROD, TYP. d° CEMENT PLASTER WALL BASE 8 7 RE: A8/ A-1-313 6 A6 3" = 1'-0" THERMALLY BROKEN STOREFRONT WINDOW BASIS OF DESIGN: KAWNEER 601T PREFINISHED METAL JAMB, FINISH TO MATCH STOREFRONT FINISH EXTERIOR PREFINISHED SILL PAN w/END AND BACK DAMS, COLOR TO MATCH METAL PANEL FINISH ®WINDOW SILL BOTTOM 8'-0" AFF LAP SILL FLASHING OVER METAL PANEL RAINSCREEN SELF -ADHERED MEMBRANE FLASHING WEATHER RESISTANT BARRIER (WRB) RIGID INSULATION ALUMINUM COMPOSITE METAL PANEL (MP-2) EXTERIOR INTERIOR WINDOW SILL / RAINSCREEN PANEL DETAIL FASTEN DRAINAGE & VENTILATION MAT PER MFR REQUIREMENTS 1-1/2" RIGID CONT' INSULATION (MIN R=7) 7/8" CEMENT PLASTER, 0/LATH, 0/1/8" DRAINAGE MAT (CP-1) ALUMINUM CASING WEEP BEAD COIL COATED 18GA GSM DRIP FLASHING, MATCH METAL PANEL ®STUCCO BOTTOM 8'-0" AFF 1/4" SHIMS, TYP 1-1/2" 16GA GALV. Z-GIRT @ 16"0.C. MIN 9" MIN. STRIP OF SAF AT ALL FASTENER PENETRATIONS, TRANSITIONS, TYP WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD FRAMING, SSD ALUMINUM COMPOSITE METAL PANEL (MP-2) 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD FRAMING, SSD 1-1/2" RIGID CONT' INSULATION (MIN R-7) ALUMINUM COMPOSITE METAL PANEL (MP-2) WEATHER -RESISTANT BARRIER (WRB) SHOWN DASHED,TYP. LAP OVER FLASHING SAF, LAP UNDER GSM SILL FLASHING, TYP COMPOSITE METAL PANEL SILL JOINT/CLIP ASSEMBLY (ELWARD), ON SHIM 18 GA GSM SILL FLASHING (EP-1) SLOPE TO DRAIN, SET OVER BED OF MASTIC SEE A6/A-1-802 FOR BELOW GRADE WATERPROOGING FINISH AS REQ'D, SCD 5 RE: Al2/A-1-801 INTERIOR LAP WRB 0/GSM FLASHING, SAF 6" BATT INSULATION (MIN. R=21) 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. STUCCO WALL / RAINSCREEN PANEL DETAIL 4 3 RE: G12/ A-1-301 6" BATT INSULATION (MIN. R= 21) 5/8" GWB. FINISH AS SCHED. VAPOR BARRIER, SHOWN DASHED, TYP. WATER STOP CONCRETE CURB, SSD 1X PT NAILER, TYP. WALL BASE AS SCHED. 3/8" JOINT W/SEALANT & BACKER ROD, TYP. METAL PANEL WALL BASE 2 RE: A9/ A-1-312 Al 3" = 1'-0" 1 Contractor OVERAii Construction Drawing Title EXTERIOR DETAILS Drawing No. R Q P O N M L K J H G D A-1-801 A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 SKA Project Number: 24702 NOT FOR CONSTRUCTION 211 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT R caVfcts i O W git Q Q OF Pit,V ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P O 0 N OFFSET JUNCTION BOXES INSET WALL PANEL (> 25 SQ. IN.) INSET WALL PANEL (> 25 SQ. IN.) DOUBLE STUD SINGLE STUD N M 1-+:11H1ACOUSTICAL SEALANT, TYP � � • METAL STUD, TYP METAL STUD, TYP • Dili // // // ; ' P � L L 1" MIN AIRSPACE 5/8" TYPE X GYPSUM i II -' �'.._ ;', BOARD, TYP ; MI METAL STUD, TYP , _" CLEARANCE 1" MIN �11 1111,4 RECESSED PANEL FILL WITH BATT INSULATION , I�J I � i BATT INSULATION, TYP RECESSED PANEL K K ACOUSTICAL BOX iii PAD, TYP a ACOUSTICAL SEALANT, TYP ' `'' �< � �:-= ACOUSTICAL SEALANT, TYP ,»» _0 .I1iij!iI �� CONDUIT � (Teal 5/8" TYPE X GYPSUM BOARD � R y CONDUIT J PARTITION TYPE V AS SCHEDULED PARTITION TYPE PARTITION TYPE SECTION VIEW AS SCEDULED AS SCEDULED SECTION VIEW SECTION VIEW NOTE: 1. OFFSET BACK BOXES BY 16" MINIMUM H H DV - TYPICAL ACOUSTICAL DETAIL @ WALL 'I 3" = 1'-0" G CABLE TRAY PENETRATION PENETRATIONS >_ 3" DIAMETER PENETRATIONS < 3" DIAMETER G F F SUPPORT 4" TO 8" TYP - SUPPORT ► 4" TO 8" TYP NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects —15 ON BOTH SIDES ~ ~ 1 ON BOTH SIDES ~ Revision Number DATE ISSUE DESCRIPTION r//// 10/02/2024 50% DESIGN DEVELOPMENT CABLE TRAY CABLE TRAY (EXAMPLE) ¢ «<aa I D - I D I Project ALAMEDA 5053 FIRE G LEASON CENTER TRAINING 94568 DRIVE, COUNTY DU BLIN, CA 1,„„„„«« )0.)) �� % 1/4" GAP SEALED WITH ACOUSTICAL CAULK, TYP ,,„1))����� SLEEVE OR FRAMED OPENING WITH CONDUIT(S) e�.�.�.�.�.�.�.,.�.�.�.�.�.�.�� PARTITION TYPE AS SCHEDULED r Architect of Record SHAH K A W A S A K I Contractor ACOUSTICAL CAULK 1/4" GAP SEALED WITH ACOUSTICAL CAULK FOAM BACKER ROD PARTITION TYPE AS SCHEDULED SECTION VIEW SAFING BATT INSULATION B B ARCHITECTS 570 1 Oth Oakland, Street, CA Suite 94607 201 ■ OVERAAt Construction NOTES: / PARTITION TYPE AS SCHEDULED 1. AFTER CABLE PULL IS COMPLETE, FILL CONDUIT WITH SAFING INSULATION AND SEAL BOTH ENDS OF CONDUIT WITH FIRE -STOP FOAM SEALANT OR J.M. CLIPPER DUXEAL 2. ALTERNATIVELY, USE STI "NEZ" EZ-PATH OR HILTI CS-SL DEVICE. SECTION VIEW SECTION VIEW Drawing Title INTERIOR DETAILS A Drawing No. A-1-832 DV - TYPICAL ACOUSTICAL DETAIL @ DUCT 2 SKA Project Number: 24702 3" = 11_0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 1-FIRST LEVEL 0'-0„ 7'-0" 7'-91/2"CLR 0 co 6'-0"CLR 1-FIRST LEVEL 0'-0„ 31'-93/8" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 T T T // // // // // // // // // // // MS-1 0 co 1-FIRST LEVEL 0'-0„ 13'-81/4" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 // // // // // MS-1 0 fV GENERAL NOTES 1. ALL WINDOW DIMENSIONS SHOWN ARE TO MINERAL -FIBER CEMENT PANEL JT. DIM. PT.'S, ROUGH OPENINGS. SEE EXTERIOR ELEVATIONS AND DETAILS. TO DETERMINE FRAME SIZE, UON. 2. SEE A-1-931 FOR INTERIOR FINISH SCHEDULE, INCLUDING SHADE CLOTH TYPES. 3. VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF WINDOWS AND STOREFRONTS 4. FROSTED GLAZING INDICATED BY HATCH, ALL OTHER STOREFRONT INFILL IN DRAWING TO BE CLEAR GLAZED, UON, TYP. 5. SEE A-1-921 FOR DOOR SCHEDULE 6. LOUVERS DIMENSIONED TO OPEN VENTILATED AREA; UON 7. PROVIDE TEMPERED GLAZING (IGU AND SINGLE PANE) AT ALL DOOR SIDELIGHTS AND WHERE SAFETY GLAZING IS REQUIRED PER CODE. SEE DESIGNATIONS ON INDIVIDUAL LITES 8. SEE TITLE 24 FORMS 9. ALL EXTERIOR STOREFRONT GLAZING IGU'S SHALL BE VIRACON CRYSTAL GREY VE-2M#2 LOW E AS SPECIFIED WITH THE FOLLOWING TITLE 24 PERFORMANCE REQ: OVERALL U-FACTOR: OVERALL SHGC: OVERALL VT: 0.38 0.30 0.50 CLIENT R 1-FIRST LEVEL 0'-0" STOREFRONT - Al 3'-0" IGU-1 MS-1 0 0o 018 1/4" = 1'-0" 1-FIRST LEVEL 0'-0" 2'-91/2" • IGU-1 MS-1 1-FIRST LEVEL 0'-0" STOREFRONT - A2 16'-0" 09 1/4" = 1'-0" STOREFRONT - B1 1-FIRST LEVEL 0' 0" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 \\ \ \\ X MS-1 Eo 04 GLAZING LEGEND 1/4" = 1'-0" IGU-1 IGU-2 GL-1 CLEAR INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. VIRACON CRYSTAL GREY VE-2M#2 AT OUTSIDE FACE. FROSTED INSULATED GLAZING UNIT: 1" OVERALL, 1/4" TINTED GLASS, 1/2" AIR SPACE, 1/4" GLASS. V1093 SIM SANDBLAST VIRASPAN AT INSIDE FACE. MIN FIRE -RATED CLEAR GLASS: 1/4" TEMPERED, IMPACT RESISTANT. SUPERLITE IXL ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P SHADE TYPES STOREFRONT - B2 K18 1/4" = 1'-0" STOREFRONT - Cl K14 1/4" = 1'-0" STOREFRONT - C2 K9 1/4" = 1'-0" STOREFRONT - D K4 1/4" = 1'-0" 7' - 9 7/8" 1-FIRST LEVEL 0'-0" IGU-1 IGU-1 IGU-1 MS-1 1-FIRST LEVEL 0'-0" 6'-37/8" IGU-1 IGU-1 IGU-1 \\ \\ N N • 1-FIRST LEVEL 0'-0" 16'-0" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 0 N 1-FIRST LEVEL 0'-0" 7' -1 1/8" IGU-2 IGU-2 0 v STOREFRONT - E F18 1/4" = 1'-0" STOREFRONT - F F14 1/4" = 1'-0" STOREFRONT - G F9 1/4" = 1'-0" STOREFRONT - H F4 1/4" = 1'-0" 1-FIRST LEVEL 0'-0„ 8' - 6 1/4" IGU-2 IGU-2 IGU-2 // // // 15'-103/8" IGU-2 IGU-2 IGU-2 IGU-2 IGU-2 IGU-2 // // // // // // 1-FIRST LEVEL 0'-0" • 1-FIRST LEVEL 0'-0" 9' - 71 /8" IGU-1 IGU-1 IGU-1 IGU-1 IGU-1 T � IGU-1 T 6'-51/2" MS-2 di 1-ROOF 13'-0" v co v di1-ROOF 13'-0" 6'-57/8" MS-2 CO LO 0 LO LO MS-1 MS-2 MANUAL ROLLER SHADE: MECHOSHADE MECH05 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH MOTORIZED ROLLER SHADE: MECHOSHADE MECH05 SLIM POCKET SINGLE ROLLER BLIND SHADE W/WS-1 SHADE CLOTH N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title STOREFRONT SCHEDULES - CLASSROOM BLDG. Drawing No. A-1-841 A STOREFRONT - A18 1/4" = 1'-0" STOREFRONT - J A14 1/4" = 1'-0" INTERIOR STOREFRONT - L A10 1/4" = 1'-0" STOREFRONT - K1 A7 1/4" = 1'-0" STOREFRONT - K2 RE: A1/A-1-802 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 R P O N M FINISH SCHEDULE - INTERIOR - CLASSROOM BLDG. Material: Material Use MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE FLOOR FLOOR CONC-1 SEALED POLISHED CONCRETE W/INTEGRAL COLOR W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) POLISHED SATIN, INTEGRAL COLOR FRENCH GRAY, 400 GRIT --- FLOOR CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- FLOOR R-2 RESILIANT RUBBER ATHLETIC FLOORING ROPPE ROLLS, SQUARE EDGE TILES BLACK W/ #195 LIGHT GRAY PATTERN 24"X24"X3/8" FLOOR T-3 PORCELAIN FIELD TILE CROSSVILLE CROSS MINGLES GRAPHITE, MATTE , UNPOLISHED 2" X 2" SLIP RESISTANT RATED WALL BASE WALL BASE R-1 RESILIENT WALL BASE ROPPE PINNACLE 150 DARK GRAY 4" H WALL BASE T-2 PORCELAIN TILE CROSSVILLE CROSS MINGLES GRAPHITE, MATTE , UNPOLISHED 2" X 2" COVED BASE WALL WALL PT-1 PAINT - WHITE - EGGSHELL DUNN EDWARDS DEHWO1 ALMOND MILK, EGGSHELL FINISH --- WALL PT-2 PAINT - WHITE - SEMI -GLOSS DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH --- MOISTURE RESISTANT PAINT WALL PT-3 PAINT - RED DUNN EDWARDS DEA106 RED CONTRAST, EGGSHELL FINISH --- WALL PT-4 PAINT - SIMILAR TO TAUPE DUNN EDWARDS TBD MATCH EXTERIOR METAL PANEL --- FINAL COLOR TBD IN FIELD WALL SS-1 STAINLESS STEEL BACKSPLASH --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- WALL T-1 PORCELAIN FIELD TILE DALTILE PORTFOLIO SERIES WHITE PF02 6" x 24" SLIP RESISTANT RATED CEILING CEILING AC-1 ACOUSTIC CEILING TILE ARMSTRONG 1423 WHITE, 9/16" SLOT - 1/4"REVEAL NON -DIRECTIONAL FISSURED 24" X 48" GRID CEILING AC-2 PERFORATED GYPSUM BOARD CEILING PYROK VOGL FUGE, 8/10R DEHW01, ALMOND MILK, EGGSHELL FINISH 8/18R HANDROLL PAINT APPLIED ONLY CEILING CLG-3 METAL SOFFIT PANEL SYSTEM GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" CEILING G-1 GYPSUM BOARD - EGGSHELL DUNN EDWARDS DEHWO1 ALMOND MILK, EGGSHELL FINISH --- CEILING G-3 GYPSUM BOARD - SEMI -GLOSS DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH MOISTURE RESISTANT PAINT CEILING X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS CEILING X-2 EXPOSED STRUCTURE AND MECHANICAL SYSTEMS ACOUSTICAL SPRAY DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH --- EXPOSED TRUSS CEILING X-3 EXPOSED STRUCTURE AND MECHANICAL SYSTEMS - PAINT DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH --- EXPOSED TRUSS CASEWORK CASEWORK LMT-1 PLASTIC LAMINATE - WHITE WILSONART D431-60 ALABASTER --- CASEWORK LMT-2 PLASTIC LAMINATE - KENSINGTON MAPLE WILSONART LAMINATE KENSINGTON MAPLE EXTERIOR CABINET FACE CASEWORK LMT-3 PLASTIC LAMINATE - RED WILSONART D12-60 REGIMENTAL RED, MATTE FINISH --- CASEWORK SS-2 STAINLESS STEEL COUNTER --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- CASEWORK SSM-1 SOLID SURFACE COUNTER - WHITE DUPONT CORIAN SNOW WHITE 1/2" THICK TYP COUNTERTOP UON CASEWORK SSM-2 SOLID SURFACE COUNTER - GREY DUPONT CORIAN CARBON AGGREGATE 1/2" THICK TYP COUNTERTOP UON MISCELLANEOUS MISCELLANEOUS FWP-1 FABRIC WRAP ACOUSTICAL PANEL -GREY SILENT SCAPE 36"X48" PANEL VERTE PAPIER 2"THICK ACOUSTICAL PANEL MISCELLANEOUS FWP-2 FABRIC WRAP ACOUSTICAL PANEL -RED MBI COLORSONIX GERANIUM 2084 FABRIC 2"THICK ACOUSTICAL PANEL MISCELLANEOUS TP-1 SOLID PLASTIC - CHARCOAL GREY ASI ACCURATE PARTITIONS SOLID PLASTICS CHARCOAL #9237 --- MISCELLANEOUS WS-2 BLACKOUT SHADECLOTH MECHOSHADES ECOVEIL SHADOW GREY 0970 1% OPENNESS L K J H G ROOM FINISH SCHEDULE - CLASSROOM BLDG. ROOM # ROOM NAME FLOOR FINISH BASE FINISH WALLS NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 1-CLASSROOM BUILDING 1-100 PUBLIC LOBBY CONC1 R1 G1/G4 FWP1/G1/G4 G1/G4/WIN FWP1/G1/G4 G1,AC2 USE HIGH IMPACT RESISTANT GYP BOARD 1-100A RECEPTION AREA CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-100B TRAINING COMMONS CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC2 USE HIGH IMPACT RESISTANT GYP BOARD 1-100C COMMONS/BREAKROOM CONC1 R1 PT-1 PT-1/FWP-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-101 TRAINING CLASSROOM - SMALL CONC1 R1 PT-1 PT-1 PT-1/PT-3/FWP-2 PT-1/PT-3/FWP-2 AC1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-102 TRAINING CLASSROOM -LARGE CONC1 R1 PT-1 PT-1 PT-1/PT-3/FWP-2 PT-1/PT-3/FWP-2 AC1 USE HIGH IMPACT RESISTANT GYP BOARD, ACOUSTIC PANEL WHERE OCCURS 1-102A LARGE CLASSROOM - STORAGE CONC1 R1 PT-1 PT-1 G1/G4 G1/G4 X1 USE HIGH IMPACT RESISTANT GYP BOARD 1-103A CORRIDOR A CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-103B CORRIDOR B CONC1 R1 PT-1 PT-1 PT-1 PT-1 X3 USE HIGH IMPACT RESISTANT GYP BOARD 1-103C CORRIDOR C CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 USE HIGH IMPACT RESISTANT GYP BOARD 1-104 PUBLIC RESTROOM T3 T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE MOISTURE RESISTANT GYP BOARD 1-105 JANITOR CLOSET CONC2 R1 PT-2 PT-2 PT-2 PT-2 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-106 TRAINERS/ADMIN OPEN OFFICE AREA CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC1 1-106A TRAINING DEPUTY CHIEF OFFICE CONC1 R1 PT-1 PT-1 PT-1 PT-1 AC1 1-106B GEN OFFICE STORAGE CONC1 R1 PT-1 PT-1 PT-1 PT-1 G1 1-107 LOCKER ROOM (ALL GENDER) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-108 TURNOUT ROOM CONC1 R1 PT-2 PT-2 PT-2 PT-2 X3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-108A EXTRACTOR/LAUNDRY AREA CONC1 R1 PT-2 PT-2 PT-2 PT-2 X3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-109 EXERCISE/FITNESS ROOM R2 R1 PT-2 PT-2 PT-2 PT-2 X2 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-110 TELECOM/SERVER CLOSET CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-111 LOCKER ROOM (FEMALE) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-112 LOCKER ROOM (MALE) CONC1/T3 R1/T2 PT-2 PT-2 PT-2 PT-2 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD 1-112A LOCKER ROOM (MALE) CONC1/T3 R1/T2 PT-2/T1 PT-2/T1 PT-2/T1 PT-2/T1 G3 USE HIGH IMPACT MOISTURE RESISTANT GYP BOARD, TILE WAINSCOT HEIGHT TO MATCH DOOR 1-113 ELEC. MAIN PANEL ROOM CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-114 MECH. ROOM CONC2 R1 PT-2 PT-2 PT-2 PT-2 X1 ADD PAINTED PLYWOOD WALL SURROUND 1-115 COVERED UTILITY YARD CONC2 - CMU-1 CMU-1 CMU-1 CMU-1 CLG3 F E D C B A FINISH SCHEDULE - CASEWORK & COUNTERTOPS - CLASSROOM BLDG. ROOM NO. ROOM NAME Casework Finish Ext Casework Finish Int Casework Lock Countertop Material Casework Comment 1-100A RECEPTION AREA LMT-3 LMT-3 LMT-1 1-100C COMMONS/BREAKROOM LMT-3 LMT-3 SS-2 1-106 TRAINERS/ADMIN OPEN OFFICE AREA 1-106A TRAINING DEPUTY CHIEF OFFICE 1-106B GEN OFFICE STORAGE LMT-1 LMT-1 SSM-1 1-107 LOCKER ROOM (ALL GENDER) SSM-2 1-108 TURNOUT ROOM LMT-3 LMT-3 SSM-1 1-111 LOCKER ROOM (FEMALE) SSM-2 1-112A LOCKER ROOM (MALE) SSM-2 FINISH SCHEDULE - EXTERIOR - CLASSROOM BLDG. MATERIAL 1 MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE EXTERIOR FINISH CP-1 CEMENT PLASTER - PAINT DUNN EDWARDS DEA106 RED CONTRAST, EGGSHELL FINISH --- MP-2 ALUMINUM COMPOSITE PANELS KEITH PANEL SYSTEMS SYSTEM A ALUCOBOND: BEIGE VARIES, SEE ELEVATIONS FACADE MP-3 PRE -FINISHED DARK METAL SIDING PANELS AND TRIM MATCH DARK MULLIONS ROOF MP-1 PRE -FINISHED METAL SOFFIT PANEL GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" R-1 STANDING SEAM METAL ROOF GARLAND COMPANY RMER PEWTER (.40) 12" DOORS & WINDOWS IGU-1 INSULATED GLASS UNIT - CLEAR VIRACON VE1 - 2M #2 AT OUTSIDE FACE CRYSTAL GREY 1" THICK IGU WIN-1 ALUMINUM STOREFRONT WINDOW SYSTEM KAWNEER TRIFAB 451-T, 1600 WALL SYSTEM CHARCOAL GREY, ANODIZED FINISH 4 1/2" THICK, 2" MULLION EXTERIOR PAINT EP-1 HIGH PERFORMANCE COATING TNEMEC TRIFAB 451-T, 1600 WALL SYSTEM MIDNIGHT OIL (1631), SEMI -GLOSS SMOOTH FINISH DARK BRONZE, ANODIZED FINISH COATING FOR STEEL PLATES, FENCES, GATES, STRUCTURAL STEEL, ETC. WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title FINISH SCHEDULES - CLASSROOM BLDG. Drawing No. A-1-931 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 2.2 J12� 2 2 12' -1" 3' - 4" 2.4 1' - 9" GENERAL NOTES CLIENT R �7� rr ca ` c�� V 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECTCis:• SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH ALL INTERIOR AND UST BE PROTECTED FROM AND CORROSION WITH EITHER FACTOREXTERIOR EXPOSED METAL SUFACES YIFINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH. 6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. 8• . UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. 9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. grael Q Q V �+ OF NV • II u 1 UP "' P•� ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE 10TH 1 FLOOR OAKLAN D CA 94612 > P L -1L-L 20' - 0" I IF L J 12' - 8" • 8' - 7 7/8" • • 1'-4" 3'-4" 1'-37/8' 3'-4" 15'-kVA"---1 8'-77/8" 3'-4" 81/4" • •• O18 4 A 21.016 21.015 ' 1L 1 LJ I I -2-70 - N J N III II � 0 11 08.014 �, 2.6 o I_A - - - J N p 2.6 0 1" / / / / / / / %' � `1l I / / / / / / / // • • • II Ir ! n 0 t i' \ � 4 0 - / / o - V . x, / �hT������i ��'1�' �� r 1 COI \ 1 d co 1/ - y y r (03.035 ' ° IIL 1 -III / ,_-- � i�--'I ^� ,_- _' I 4 • • 07.081 �I II = _1/ _ _ _ ao • • A • r • o 03.035 0 oo 1 00 N GENERAL NOTES N A4 0 V V / zA220 v vI T / 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0' 0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. 7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. • • UP / • �1 �� 8' 0" 21.012 AsR1 31F o $ ( 2.A1 ----� - - (2.A1) X, ...../ / 1, CMU-2 4 • \..../ • °�° • o COMMERCIAL SPACE COMMERCIAL SPACE \ COMMERCIAL SPACE _ V CMU-2 2 104 `' • %���3=1rr�® 1�w • `V A4 2-101 2-102 2-103 �� I coNcz • `'' • \ M M-2-70 ����� 2 2 301 II \ , I co • r N M a, • ,ii� • 07 _ .� _ _- (21.011) •• 1 0 04.051� N N / 21.013 � / �- 0 \ / L • • L• • / • -, • / L L -Lb- UP / / �08.046� 08.046 / ca 08.046 / 3/ / / / / / / / / / ° A 1_ 1%/® 2.A ► 2.A E. 1 0 J4 J13 o `r`-2-301 `" K K o 6' - 0" 9' - 4" 2 301 5' - 4 1/4" 5' - 8" `� 8' - 8" 2' - 10" - 5' -11 7/8" 9' - 4" 6' - 0" 20' - 8 1/4" 3 '/8" 2' - 6 1/4" • 21' - 3 7/8" 7' 4" • 21' 0" 17' 2" 23' 10" 62' - 0" • 2.4 J J FIRST LEVEL FLOOR PLAN - TRAINING TOWER J4 RE: A4/ A-2-201 3/16" =1'-0" H GO J 11-2-2 • 4 LEGEND H (08.00) KEYNOTE APP BAY 106 ROOM NAME / NUMBER IT 11 1I 11 II 11 II I 1 I JL IF L J MI II II I II _IL 1 1 1 I 117111 II II I II II 11 II II 11 II 11 11 I 11 11 II II II II 11 _II _II UP G WINDOW / STOREFRONT / CAA) CURTAIN WALL TAG, SEE A-### THROUGH A-### 106-7 DOOR TAG, SEE +p_p EQ EQ EQ L EQ EQ EQ EQ EQ 1 •IL L .. 08.015 1 ► +0'-0" +0'-0" L F or COLUMN, S.S.D. FOR THICKNESS & REINFORCING x n a a.I i 1 w. CMU WALL, S.S.D. FOR THICKNESS & REINFORCING ; , +1/8" +1/8" +1/8" THERMAL WALL LINER 07.065� . I NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects A4a-2-2 • 4 1 4r -hi 711 a L HI_ 1IL -I _-1 9 11 - ® ALUMINUM GRATED FLOORING Revision Number DATE ISSUE DESCRIPTION E E ASHPHALT SHINGLES 10/02/2024 50% DESIGN DEVELOPMENT T. TaL 7 �li1- (03.033) -- -_ L [ 07.066 UP �1 07.066 „...---1 (2.A1) _ (2.A1) �..., COMMERCIAL SPACE b COMMERCIAL SPACE A COMMERCIAL SPACE �� KEYNOTE II 2-101 - j 2-102 2-103 D II I A4 i � Aft2 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP. 03.035 OUTLINE OF 4' X 8' OPENING IN SUSPENDED FLOOR SLAB ABOVE PER DETAIL 16/D-A9.30 04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO STRUCTURAL CONCRETE SLAB, TYPICAL 07.065 EXTERIOR CLEAN OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D A9.30, TYPICAL 07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D-A9.30, TYPICAL 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 08.014 PAINTED HOLLOW METAL DOOR & FRAME 08.015 UNDER CUT DOOR TO ALLOW DRAINAGE, TYP. 08.046 PRE -FINISHED ALUMINUM FRAME STOREFRONT SECTION WITH ENTRY DOOR AND SOLID ALUMINUM IN -FILL PANEL "GLAZING" 21.012 22" X 36" CLEAR SPACE FOR FALSE FIRE SPRINKLER RISER ASSEMBLY. SEE FIRE PROTECTION DRAWINGS.ARCHITEL.TJOVERAAt 21.013 WALL -MOUNTED FDC 21.015 PIV. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 21.016 DOUBLE -DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA -2-301 1RIDGE LINE FOR FLOOR SLOPEillrff a a •\03.033 /.-\ -Hi r L 11L- +2 3/8" +2 3/8" +2 3/8" H 1 -I II 11 - 03.034 1 -II ,, _ a C C �- LO- V UP ' - Architect of Record SHAH A A A KI Contractor +1 1/4" +1 1/4" +1 1/4" +1 1/4" ` C +1" { �� p� ° (��� 2. /1 ° "°° 2 ,A pa B B 570 10th Oakland, Street, CA Suite 94607 201 Construction 1/8" EQ EQ 1/8" +1 +1 o - EQ-' --.EQ • • • J4 J13 +7/8" -2-301 NOTE: ' 2 301 THE TOP OF ALL FLOOR CURBS SHALL BE FLAT WITH THE MAXIMUM 8" CURB HEIGHT ESTABLISHED AT +0'-0" FLOOR ELEVATION. THE CURB HEIGHT WILL VARY AT ALL OTHER LOCATIONS, TYPICAL PROJECT NORTH Drawing Title FIRST LEVEL FLOOR - TRAINING TOWER 41) •PLAN Al2 2 2 2.4 A Drawing No. A-2-121 FIRST LEVEL DRAINAGE PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: A4/ A-2-201 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 0J12 2-2 �'� �'� GENERAL NOTES CLIENT p R Vick, c`R 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECTCI:Crit COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH. 6 THE APPROVED UPON (ON OF CMU, ALL MASONRY SEALER. ALL SURFACES SHALL BE SEALED WITH REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. . 8UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. 9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. 441 � ,. `'' Q Q �t �+ I I V 1 1 1 P ALAM E DA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P 1 05.056 )WATER 1 4 O.H. 14 8 16 0 /' b'� 3' 10" 8 0"12 0" 5' - 2" 5' - 4" 13' - 4" • J13 014 -2-301 (; 05.053 )-0-CANTILEVERED o ' 2-70 BALC NY 11.093 • • • • i p 2.6 \ \ \k,\ \ \ / / i(j I / /�7 / / / / / / / // • 2. D 0 ^ ^ N Q 07.033) �� o o / • °� ao 2 302.1 N / • v • N \ / N / / j 11.093/ /\ / 08.037 ' 4 1/4" • - / • / -en[; 06.011) C 06.011) - A4\-2-20 - / N / • • V - / .Sc. V / N i N GENERAL NOTES N / \ / N APARTMENT / / `� / \ ,o - / ® 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. . 7UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. 2-302 • / • - / 07.031 07.031 .- zr' 7 • • / �� I / (2.A1) n STAIR #3-3F (2.A1) o • • 4, • • �� - / 21.011 �/ N / 2-301 • o / (04.022) o / 11.093 I M A4 11.906 a, / 2 301 FSR M 05.058 J44-2-202 2 301 / I \ \ \ \ \ \ \ y • • / • • • OPEN ROOF / Ti� - -�4 - ' '� 1/ SURFACE , / L J J ------ � � � � � � � � � � � � � �� �� i i�i i i i i i i i i i i • • • i i i i i i i i i i i i i� „, zo 04.051 1 v y L L ,, DN o 32' -10" 7 / (06.012) 05.041 07.081 ow/ (05 1 / i 2.A / / / N Q/ .4p• . 05.053 O°� J4 K K 04.022� 01 F7 -L 2 70 7' 4" 10' 0" 3' 8" • �2' • 07.032 4' - 21/4" 4' - 0" 7' - 4" 4' - 0" 4' - 3 7/8" 4" O H. 6" O.H. ll T 21' - 0" 17' - 2" 23' - 10" • • 62' - 0" 2.1 0 Al2-2-2 2.4 J J LEGEND (08.003) KEYNOTE APP BAY THIRD LEVEL FLOOR PLAN - TRAINING TOWER J4 RE: A4/ A-2-201 3/16" = 1'-0" 106 ROOM NAME / NUMBER H J11-2-2 0 (I) 2.4 H I WINDOW / STOREFRONT / AA CURTAIN WALL TAG, SEE A-### THROUGH A-### 106-7 DOOR TAG, SEE G G CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING 1 i it CMU WALL, S.S.D. FOR THICKNESS & REINFORCING -1/2" THERMAL WALL LINER EQ EQ J13 • • • -2-301 ® +0'-0" ALUMINUM GRATED FLOORING F � 2.6 - a� / i / , i / / .i i � / ,6. 7 / / / / i- i l 7 i - - 2.6 ASHPHALT SHINGLES \ v / \ / \ / \ / +1/8" \ / V / v +1/8" - NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects \ 05.042 )---0-/ \ / \ - - - - x \ / - - \ OPENEL6W OPEO-Q BEL/OW \ KEYNOTE A4\-2-20 / \ / \ - - - \ Revision Number DATE ISSUE DESCRIPTION E \ / V 10/02/2024 50% DESIGN DEVELOPMENT \ \ 03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE PONDING, TYP. NO LOW SPOTS OR PET WALL 04.022 48" TALL CMU PARAPET WALWITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL 04.051 PATTERN INDICATES AREA OF FIRE BRICK FLOORING, DEPRESSED INTO STRUCTURAL CONCRETE SLAB, TYPICAL 05.041 INFILL NORTH SIDE OF ATTIC SPACE ABOVE CUT DOWN ROOF ASSEMBLY WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF 05.042 INFILL WEST SIDE OF ATTIC SPACE BETWEEN ROOFS WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF ED STAINLESS STEEL BAR G, TYPICAL 05.053 3'-6" TTALLL EXPOSED GALVANIZED ATEEN GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL -OPEN AND FULL -CLOSE POSITIONS 05.058 METAL FABRICATED PIVOT PARTITION PER DETAIL 8/D-A9.32 06.011 8' X 8' ROOF VENTILATION CUT -DOWN PANEL AREA PER DETAIL 7/D-A9.30 06.012 FLAT ROOF CUT DOWN PROP @ +16" AFF CONSISTING OF 3/4" PLYWOOD OVER WOOD PURLINS SIDE -HUNG OFF CONCRETE CURBS @ 8'-0" O.C., S.S.D. 07.031 ASPHALT SHINGLE ROOFING OVER PLYWOOD AND NAILERS ATTACHED TO CONCRETE ROOF SLAB 07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D. 07.033 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL 07.065 EXTERIOR CLEAN -OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D-A9.30, TYPICAL 07.066 INTERIOR DRAINAGE SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 13/D A9.30, TYPICAL 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 08.036 4' X 4' CEILING BREACH PROP 08.037 32"-DIAMETER OPENING IN FLOOR WITH CAST IRON MOUNTING RING AND CAST IRON MANHOLE COVER INSTALLED FLUSH WITH ADJACENT SLOPED CONCRETE FLOOR SLAB SURFACE 11.093 SWIVEL WALL ANCHOR @ +42" A.F.F., S.S.D. 11.906 OUTLINE OF 8' X 8' SHADE TENT. PROVIDE THREADED INSERTS EMBEDDED IN SLAB PER DETAIL 30/D-A9.30 AT TENT CORNERS FOR ANCHORAGE 21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS - / \ 'T- \ \ - 4" ! 4" - - % 03.033 - v / \ (7 \ �\ -a / \ 07.066 _\ (2.A1) -./ (2.AI) "/ �/ APARTMENT STAIR #3-3F \-_/ +1 3/4" 07.065 +1 3/4" \ 2-302 2-301 " D D \ \ A4 07.066( 03.034) I �� J44-2-202 Project ALAM 5053 FIRE GLEASON E CENTER DA TRAINING 94568 DRIVE, COUNTY DUBLIN, CA -2-301 \ RIDGE LINE FOR FLOOR SLOPE /- -y-_ / / / /a 7- '/ - - - -3/8" \ 2 (03.034)G 2 3/8 2 3/8" \ \ i 7 \ \ - ° 07.081 C `+ - \ -• / (08.036) \ \ Architect of Record SHAH K A W A S A K I Contractor +1 1/4" - ,/ \ +1 1/4" +1 1/4" +1 1/4" 07.065 +1 1/4" 4' - 0" VI s�_I �e�i _' v MraormAcsrArAMMIII . - - 1 I M��� 2.A - - - .,°" ' -. ' - ..:,:d���i�I - - 2.A Aa- B B J4 ARCHITECTSO1E1tIIL 570 10th Oakland. Street, CA Suite 94607 201 • Construction 1 3' - 0" 6' - 6" 7' -10" 3' - 8" 10' - 0" 7' - 2" -2-301 23' -10" T 411) T t Al2-2-2 41) T 2 4 PROJECT NORTH (Ali Drawing Title THIRD LEVEL FLOOR PLAN TRAINING TOWER A Drawing No. A-2-123 THIRD LEVEL DRAINAGE PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: A4/ A-2-201 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 221 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R e 1 1 I 1 • 2.4 J4OF GENERAL NOTES CLIENT p R �7� rr ca V ` c�� 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. 7 Q � NV 4'-8" 4'-0" 2 11'-71/2" 301 4'-4" 14'-11L112"-- u 1 l' -2 J 301 P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOROAKLAN D, CA 94612 , P • f 16 • • 16 • 2-80 -2-80 aa: a4 as ° ° --'' - - - d - 4- (2.B,) • _ O 0 LEGEND (08.035) [(0803:) ° °" 1 _, ‹__} as_ CONCRETE WALL orCOLUMN, .. .° _ ; , : °. :a - .. a' H 1 4. - -. d ' I,j d- S.S.D. FOR THICKNESS & REINFORCING SPLIT FACE CMU WALL, S.S.D. FOR _ a .. _ - - " d e ,.: e°;" -,-°d •. - - .6-''.' " 4i - ° A in4 -° d, ° . - III--- - III a_ I I-i_ of z . -/-A THICKNESS & REINFORCING CMU WALL, S.S.D. FOR ^ • _ d _ - . , _ ° a° _ a ° 4° . 4 _ - m _ - _ _ d e _ d = , - - ' ad - e _ - ° - d b - ° n = _ ° ..° - ° P _ n _4 III, - d ° s �///� THICKNESS &REINFORCING (2.A1) . adr 4p d ° ° ® FIRE BRICK LINING ° d . _ d a �13.013� d 4 dm A4 11 11 11 ° ° -2-301 a _ - _ ° THERMAL WALL LINER M M TT a °-4� 9 - ° . _, - - a -d - °d _ ., _ _ _` EXPOSED CONCRETE a b i3013)< a °° °O Ad d;° ° ° °,d, THERMAL LINER PANELS m PREFINISHED METAL SOFFIT PANELS II- II II II K K J FIRST LEVEL REFLECTED CEILING PLAN - TOWER BUILDING K4 RE: A4/ A-2-201 3/16" = 1'-0" e • J4 2.4 H G G -2-301 -2 301 el 2.6 — 44 c4 Of KEYNOTE NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects / sd - 4 d a ` "` ° - 4 - TT — — — / v 4. �._ _ a ° - ° ° 07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE 08.035 4' X 8' CEILING BREACH PROP 08.036 4' X 4' CEILING BREACH PROP 13.012 DOUBLE TRACK ASSEMBLY FOR SLIDING DOOR PANELS SECURED TO BOTTOM OF CONCRETE SLAB ABOVE 13.013 TRACK ASSEMBLY FOR SLIDING DOOR SECURED TO BOTTOM OF CONCRETE SLAB ABOVE \ a° ; m _ \ / x ° e Revision Number DATE ISSUE DESCRIPTION E \ / a a , z '• ° 4 ° 10/02/2024 50% DESIGN DEVELOPMENT ( 07.082) \ _ ° ° d: ° ° / 4 ° " e - ° _ a : , ° - d / \ / _ - / \�.,_.- a ° ° " ° d ° ° ' _ ° , ° . d, ° m .A1) _ ,_ _ O. d`°°d O ° _ �° D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568a DRIVE, E, COUNTY DUBLIN, UBLIN, CA 2301II 1 1°11 d ° ° d _a_ ° ° a d ° = as ° °a ° °d $ n ° s 21 I -d ° - 07.082 _ 3 _ _ - s ° - _ °��: °' ° a :_- e e° ° e °`� ° a: ° � C13o�2) °(13.012) m ° d 0° (08.036) ° °pa a ` Architect of Record SHAH KAWASAKI Contractora a Q , A B B ARCHITECTS 570 I0th Oakland, Street, CA Suite 94607 201 OAAt Construction 28 -2-80 pRo EG NpRTH_ (Ali Drawing Title FIRST & SECOND LEVEL RCP TOWER BUILDING A Drawing No. A.2.1 31 SECOND LEVEL REFLECTED CEILING PLAN - TRAINING TOWER A4 SKA Project Number: 24702 RE: Al / A-1-311 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R J4 GENERAL NOTES CLIENT p R R c1` VICts) V 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY.44.1 CI: Gibbli *< Q Q V t7 OF NV ® so • -2-301 2.4 2 B 2301 ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAN D, CA 94612 P a • -.� ° ..d , • a ," ° e -O - - •- ° ,a ° ,_ °`a ° ,: • a ' ` a=_ "°� a °a °1 •d. ,e ed 1 Y° III °_ - 1°_ - - ; III- 1-- . 'I,: 4' . 4._,• _,. _Ill 1 -,- 111 ° III' ° �I, A. I 1 Le I 1 0 LEGEND CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING SPLIT FACE CMU WALL, S.S.D. FOR = : a °' •" ° „ b _ `� . _ ; a` _ = . A THICKNESS & REINFORCING . , CMU WALL, S.S.D. FOR (2.A1) N N ° d e THICKNESS & REINFORCING ° ° d•; A; -. - 05.058 A4 " -2-301 = : 07.082 b d ® FIRE BRICK LINING l' / / / i) THERMAL WALL LINER M M ` - EXPOSED CONCRETE THERMAL LINER PANELS L L 2.A , , PREFINISHED METAL SOFFIT PANELS K K J J THIRD LEVEL REFLECTED CEILING PLAN - TRAINING TOWER J4 RF A4/ A-2-201 3/16" = 1'-0" 2.B •J4 ` 2 301 q.03 J4 '-2 • 301 2.4 H H G G — — I _ ° m d. _'• - ° ° ° 4 _° �: , - - - - - ., 4. ° „.„. 2.„. _, - - - -°,. _ -°; d ° d ° e" "°,- °- dI a °d , _ .eP `°- ' ° °a a I. ° ° ,_ _ .IYI , d d , _. _.. ".Ill °• °°•,- 11� -° 1_•°, - - ° 111, ." _ I l `° - .4© KEYNOTE NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 2024 Shah Kawasaki Architects 05.058 METAL FABRICATED PIVOT PARTITION PER DETAIL 8/D-A9.32 07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE 21.014 APPROXIMATE LOCATION OF OVERHEAD FIRE SPRINKLER LATERAL WITH STANDING HEIGHT SHUT-OFF VALVE IN STAIR 3, SEE FIRE PROTECTION DRAWINGS. �\ - : �� ` �• " := ° Revision Number DATE ISSUE DESCRIPTION E °, " 10/02/2024 50% DESIGN DEVELOPMENT a� • _' - - - < _ a` :, (2.A1) — — 4, �" a _ , 4 (2.A1) — : .- ; , I-- - - ----- - - ,'1 .e . � _, a a A° a °, A4 Aa a ° -2-301 -2-301 D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA 21.014 J d ,l° a= 1= �_ = °'° , . e -° (07.082�_ o <, 2.A — 2.A Architect of Record SHAH KAWASAKI Contractor pROJECT NO -' (Ali B B ARCHITECTS 570 I Oth Oakland, Street, CA Suite 94607 201 OVERAAt Construction Drawing Title THIRD, FOURTH, & FIFTH LEVEL RCP - TOWER BUILDING A Drawing No. A-2-132 FIFTH LEVEL RCP - TRAINING TOWER Al 3 FOURTH LEVEL RCP - TRAINING TOWER A4 SKA Project Number: 24702 RE: A4/ A-2-201 3/16" = 1'-0" RE: A4/ A-2-201 3/16" = 1'-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT (2.A1) 15'-2" rcC_c M _—c--c— 111�� 111111�111�111�1111�111�111M ale.=_� ,— I II III I II MIL J 11 II 11 11 II 11 11 II 11 11 II 11 11 II 11 11 _ . 1.11111L 1111d 11111��L Hill 1111E 11 1U 1111U 1111E 111111 1111,•� LLLL L]IL161�JHIL J HLL UJ �J1L 1 J1LLLIJ1LJN 1_ 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 J 11 11 11 1 11 11 11 11 1 11 11 1 11 11 11 11 11 11 1111 8'-8" (11.095) 03.033 (05.075) (11.095) ( 03.037 05.053 05.056 M (2.A1) GENERAL NOTES 1. THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. 2. CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS AND EQUIPMENT SPECIFIED THEREIN FOR REQUIRED COORDINATION AND INSTALLATION REQUIREMENTS. 3. FOR ADDITIONAL INFORMATION AND COORDINATION, REFER TO STRUCTURAL DRAWINGS. 4. REFER TO CIVIL DRAWINGS FOR SITE AND UTILITY INFRASTRUCTURE WORK. 5. DURING THE VARIOUS TRAINING SCENARIOS, THIS BUILDING WILL BE SUBJECT TO HIGH HEAT LEVELS AND FIREFIGHTERS WILL BE USING WATER THROUGHOUT THE BUILDING. INASMUCH, ALL INTERIOR AND EXTERIOR EXPOSED METAL SURFACES MUST BE PROTECTED FROM RUST AND CORROSION WITH EITHER FACTORY FINISHES, GALVANIZED METAL FINISH, OR HIGH TEMPERATURE PAINT FINISH. 6. UPON COMPLETION OF CMU, ALL WALL SURFACES SHALL BE SEALED WITH THE APPROVED MASONRY SEALER. REFER TO PROJECT SPECIFICATIONS. 7. CONTRACTOR SHALL COORDINATE ALL INTERIOR CONSTRUCTION, INCLUDING WALLS AND DOORS WITH THE INTERIOR FLOOR SLOPE PLANS AND STRUCTURAL ELEMENTS PRIOR TO COMMENCING CONSTRUCTION. 8. UPON FINAL CLEANING OF EXPOSED CONCRETE FLOORS, SURFACES SHALL BE PREPPED FOR APPLICATION OF SEALER PER PROJECT SPECIFICATIONS. 9. ALL PLUMBING FIXTURES SHOWN ON THIS PLAN ARE FOR TRAINING DIAGRAMS ONLY. THEY ARE N.I.C. AND ARE NOT ACTIVE. GENERAL NOTES STAIR TOWER ROOF PLAN - TRAINING TOWER RE: A4/ A-2-201 J4 3/16" =1'-0" 1. DURING TRAINING SCENARIOS, FIREFIGHTERS WILL BE USING LARGE AMOUNTS OF WATER FOR THE EXTINGUISHING OF FIRE SIMULATIONS. THEREFORE, ALL FLOORS WITHIN THE TRAINING BUILDING ARE TO BE SLOPED AT A MINIMUM OF 1% FOR DRAINAGE, UNLESS OTHERWISE NOTED. 2. THE INTENT OF WATER DRAINAGE WITH THE TRAINING BUILDING IS THROUGH THE SHOWN OPENINGS IN THE PERIMETER AND INTERIOR CMU WALLS. REFER TO NOTED DETAILS. FLOORS SHALL BE SLOPED AS SHOWN TO THESE LOCATIONS. 3. THE ELEVATIONS SHOWN ON THE DRAINAGE PLANS INDICATE ELEVATION ABOVE THE 0'-0" DATUM POINT ON EACH FLOOR LEVEL TO ACHIEVE SLOPE FOR DRAINAGE. THE MINIMUM AND MAXIMUM FLOOR SLAB THICKNESS SHALL BE AS ESTABLISHED ON THE STRUCTURAL DRAWINGS. 4. THE SURFACE OF ALL INTERIOR EXPOSED CONCRETE FLOORS SHALL BE A LIGHT BROOM FINISH SO AS NOT TO RESTRICT THE FLOW OF WATER TO THE SHOWN DRAINAGE POINTS. CONTRACTOR TO PROVIDE MOCK-UP OF FLOOR FINISH FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF CONCRETE FLOORS. 5. FIRE BRICK FINISH SHALL BE RECESSED AS NECESSARY TO BE SET FLUSH WITH THE ADJACENT EXPOSED CONCRETE SLAB FINISH. 6. INTERIOR FLOOR SLABS SHALL BE FLOOD TESTED FOR PROPER DRAINAGE. CONTRACTOR SHALL FLOOD THE FLOOR AREAS IN OBSERVATION BY THE ARCHITECT AND EL DORADO HILLS PERSONNEL TO DEMONSTRATE POSITIVE DRAINAGE. ANY AREAS OF PONDING OR STANDING WATER SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND EL DORADO HILLS FIRE DEPARTMENT PERSONNEL. 7. UPON COMPLETION OF WATER DRAINAGE TESTING, ALL INTERIOR FLOOR SLABS SHALL BE SEALED WITH AN APPLIED SEALER PER PROJECT SPECIFICATIONS. LEGEND (08.003) APP BAY 106 106-7 / /I KEYNOTE ROOM NAME / NUMBER WINDOW / STOREFRONT / CURTAIN WALL TAG, SEE A-### THROUGH A-### DOOR TAG, SEE CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING CMU WALL, S.S.D. FOR THICKNESS & REINFORCING THERMAL WALL LINER ALUMINUM GRATED FLOORING ASHPHALT SHINGLES KEYNOTE 03.033 ARROW INDICATES DOWNWARD DIRECTION OF FLOOR SLOPE, TYPICAL 05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL -OPEN AND FULL -CLOSE POSITIONS 05.075 FABRICATED EXPOSED GALVANIZED STEEL LADDER EXTENDING FROM FIFTH LEVEL TO ROOF OVER STAIR #3 11.095 SWIVEL FLOOR ANCHOR POINT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAA\\ Construction Drawing Title STAIR TOWER ROOF PLAN - TRAINING TOWER Drawing No. A-2-1 41 P N L J H F E D C B SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 2.4 J4• e A4 -2-301 2,A �\ (2,A1) 2.6 GENERAL NOTES CLIENT R �7_ r ca l c�� ' O 1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. 2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN () GROUND FACE TEXTURE. 3. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. 4;4 n..�r �■I , ^`' OF NV -2 301 `-2 301 (05.056 III lill 1 , i ( �{ In (05.053 ) 05.053) IU I CI u I uu Iu 1 1 UII I u I CI P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND CA 94612 P 2-ROOF LEVEL e ° Q , , 2-ROOF LEVEL a ; e ° _ + 50 °I J _ ; II II IIIII I II II 1 1 1 1 1 1 1 1 1 HHH 1 111111111111 I 1 1 1 1 1 \ III IIIIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I- I I I I L I I I I 1 � L ILI ILI 07.032 ( ) iii 1I'II O LEGEND 0 7 1'1 1 T 41 1 111 1 4 l i III I I L II111111 II1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 I 11111 1111i IHI IIII_II�III IJ L1'1' II T T 1 1 1 1 I. 1 111_j 11111I1' IL�1' S' _J 1'1L1 2-FIFTH LEVEL /•A. R a °a d: a° d 2-FIFTH LEVEL l.. d a -, - ° `Ie ,I aL . 1 1 f"1:1 1 1 1a1 (11.094) i° IIIIIIIIIIII 1 1 1 1®,I"r 1 1° 1 1 1" 1 1q•1._ 1<e 11.1e1`1 1'.I 1,< 1i1 1 1 1tl1'" 1 1 I I I I I GROUND or SMOOTH FACE CMU TYP I I I I I I GREY GENERAL SHEET (CMU-2) (PER NOTES) ASPHALT SHINGLE ROOFING; (R-#) \ 1 1 \ I 10.016 ( ) 1 1 1 1 1 I I I I I I I I I I I I I 08.054 (08.054� i I I TYP) I I I I i I I I I I I I I I I I 1 11 11111111 11111111�1 1 1111111 \ 11111 I 1 N N 11111111111�1 1 111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 1 1 1 1 111 1 1 I GLAZING; (IGU-#) (11.095� (07.031) 1 1 1 1 2-FOURTH LEVEL - 2-FOURTH LEVEL _ ° d. ° a _ , b d u 0" 30'- -- - d d a `°,� e� ,d d -- da s _ 30'- 0" a , - a= : b . e d ;" IIIIMISWINAKII .. .,0 �' FROSTED GLAZING; (IGU-#) I I I I 1 1 I I I I I I I I 11 11 1 L I1 u 1 1I u 1 L I1 u 1 L 11 11 L I L ®®I 1 I I I I I I I I I I I 1 III III III II III _1 III III 04.021 JI IIIIII IIII IIIIII IIII IIII IIII IIIIIIII II L (11.095) II I11 II 1�11 1I Iill III I T II 1111I IT1 \ ■■■■■■■■■■■■■■ 1 II 1 II 11 II I I I I II 11 I I II 11 I I II 11 I I I I 1 1 I I I I I T 11 1 1 1 L i, L, i, T I ALUM. STOREFRONT SPANDREL PANEL, (IGU-#) (05.056 A V LII ILII II a ll II I M M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I I' 1 i IIII 1 1 1 11111111 L / ■■■■■■■■■■■■■■ \� \ 1 1 � ■■■■ 1■■■■■■■■■■■■■ 1 1 1 1 1 1 1 1 1 1 AFL\ 11 1� 11 ! �• II 4� Ai ■■■■■■■■■■■■■■■■■■■■ I \ k r A I 1I 1 Y1 �l , I 1 u 05.053 ( ) IN I u 1 1 i1 11 1 � iw 1 u �\ u u u I � I / u u 1 I u T II u l LL I1 LL I, � I I u l i 11 u u (os.003) KEYNOTE 2-THIRD LEVEL ° 2-THIRD LEVEL 4 da_ 1 I' III w 1 Iu a i 1 1 1 1I Lu 1 1 1I �_. +� I d a a el ai adtr � _ _ _ 20' - 0" "4 e _ e • ; ' ,d _ - a' - - - as. a ma; - a e - ". - - _ d 14n^ , I ' I - 20' 0" b'd' • a.: a e a 1 1 1 1 1 1I 1 1 1 1 1 i l' I'I w _ F �I i t �. 05.057 °- 1S, a T 1 1 1 11 �- IIII III III IIII a III IIII u L III S 4 li'il'141 lit 11 4 11'il'16' II"1 111 II/II III I�I IIIIII �I�I II L®®� 1 1 11111111111111111111 1In 111II 1 v - 1 \ ■� L1 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i11 1111 III III 1 1 L 1 1 1 1 1 1 1 1 >1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �� (04.021) 1 I I i I I I I I I I I I I . 1 1 i I I I I I I I I I I I I I I I I I I I I I 'To 1 1 1 1 1 1 1 1 1 1 I I I I ® W 1111 1 1 11 111 III 1 II 111111 1 111111111 11 L LI 1 1 1 1 1 1 1 1 1 I I I I I 1 II Ul II 1 1111111 1 1111111111 111 I l I° I� ILI 1II1 I I II I� ASPHALT SHINGLE ROOFING; GREY 2-SECOND LEVEL . , 1,1 1 2-SECOND LEVEL _ db' °e ,II i °° �u ,- , 101 0" e , . • a - " $ 101 - 01 ` e .J e _ - d db- (R 2) - ee ° • d �e 21 •,_ ° ° °° IF Ie1 IIIII III III p1 1 1 1 1 1 1 1 �f 11111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 K l III�; 1 1 1 1 1 I. a u ;� CMU GROUND FACE; (CMU 1) / \ 1 1 1 1 1 % I A A r I;; 08.014 I I I I I I I I I /. 1I I I I I I I 1 111H1JI ) ° d CAST IN PLACE CONCRETE; (C-1) 1 (05.054) I \ 1 1 1 1 1 1 1 1 1 1 1 1 1\ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 �, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STOREFRONT PANEL ALUMINUM; (ESMP-1) `I , \ \ / I I I 1 I 1 1 1 1 1 1 1 1 1 ► I` 2-FIRST LEVEL d of �^ II \ ,, 2-FIRST LEVEL . - . : d` 11. . `� ° n 1� : - . ° - _ - J J (21.013) >� NORTH EXTERIOR ELEVATION J12 EAST EXTERIOR ELEVATION J4 RE: A4/ A-2-121 3/16" = 1'-0" RE: A4/ A-2-121 3/16" =11-0" H®e • 2.4 2.6 (2 A1) A4 2.A H ` 2 301 <(EP-1A)> (05.075 �1 a ul (05.053 u G G 11 u l T I 11 I L- 11 u 11 u1 LIU II U1 I- II u: 2-ROOF LEVEL a" _ a°-1. a d 2-ROOF LEVEL ° a r 1 11, :I 50' - 0" - ., � ,ala < = ��- - 50' - 0" bled ' ° - e =a a ' -<b 4_ " .. - . 1 "41' \ I.a1". 1 i,. � (° _° I < i` � i I-° 1 1 (05.075) * I I \ 1 1 1 1 1 1 1 1 1 1 1 1 1 \\ 1 1 1I 1 1 1 1 1 1 1 (07.032 1 1 ITIII I I l Ill L I I F 1 ILI LI 1 LI ILI L, 11 IT II II IT II 11 IT II II IT II l�u1111 I IS111L11 I LI1S1,_ 1 I I I I I I II I I I I I I I I I II I I I I I I. (04.022� 11 II II II IIII 1 I ITT 1 II I L II I I LI LITI I T L I 1 1II I, I L,A 07.032 HII II �II �II �II 1 LI III LI LI III LI III LI LI LI III LI 11 LI 1 II II 1 L I I L I II L I I 1 L I I L 1 ILI L I 11 L 1 1 L 111 11 L L L ILIIII1 11 ILIIII ij l 11 Lill I I I u 1 11 LJ I I I I L 1 11 u l l I LJ I I 11 u 1 I I I LJ l I u 1 I I I LJ l I u III 11 LJ 2-FIFTH LEVEL 4 Q a Ill l T II I� T . a° ,: II I� 2-FIFTH LEVEL 40' - 0" a, Q d - _ ° , tl ° °I el 40' - 0" <" "' • c ° e a Q e °1 l l 1 l 1 1 KEYNOTE NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects J I, I J I I I I I I I I 1 1 / 1 1 1 \ 1 1 1 / ■ ■ 1 1 1 04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY REQUIREMENTS 04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL 05.042 INFILL WEST SIDE OF ATTIC SPACE BETWEEN ROOFS WITH METAL DECKING (FLUTES HORIZONTAL) ATTACHED TO 4" LGMF 05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.054 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL STRINGERS, CONCRETE PAN TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D. 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL OPEN AND FULL CLOSE POSITIONS 05.057 FABRICATED STAIR ASSEMBLY WITH EXPOSED GALVANIZED STEEL STRINGERS, SS BAR GRATE TREADS, CLOSED RISERS, AND GALVANIZED STEEL HANDRAIL EACH SIDE, S.S.D. 05.059 PAINTED STEEL BRACING FOR CANTILEVER BAR GRATE FLOOR ASSEMBLY, S.S.D. 2' 8" TALL REMOVABLE 05 073 GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.075 FABRICATED EXPOSED GALVANIZED STEEL LADDER EXTENDING FROM FIFTH 07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D. 07.065 EXTERIOR CLEAN -OUT SCUPPER THROUGH WALL AT FLOOR LINE PER DETAIL 26/D A9.30, TYPICAL 08.014 PAINTED HOLLOW METAL DOOR &FRAME 08.054 PAINTED STEEL FRAME SPECIAL OPENING WITH OUTSWINGING HOLLOW METAL DOOR, TYPICAL. SEE D-A9.31 10.016 SUPER GRAPHICS ON WALL. SEE SIGNAGE DRAWINGS 11.094 SWIVEL WALL ANCHOR POINT ABOVE OPENING HEAD ON EXTERIOR 11.095 SWIVEL FLOOR ANCHOR POINT 21.013 WALL -MOUNTED FDC 21.015 PIV. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 21.016 DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH OS&Y, S.C.D. VERIFY FINAL LOCATION WITH ACFD PRIOR TO INSTALLATION 1\ (05.056) ` Revision Number DATE ISSUE DESCRIPTION E E ■ 1 I \ - \ ■ � / 1010212024 50° DESIGN DEVELOPMENT 1 - 1 i- (08.054) I I I I I I I I I I I 1 1,1�� � I / u 11 1 I I I I I I I I I I I I I I I I I I l� u I u 11 Nei " ✓ 1 1 1 1 ° I l 1 N /II 2-FOURTH LEVEL ° ` LEVEL - e ° a e iI e - _ e 1. d e °I 12-FOURTH .. ;- d, - a e q ° a ° 1 ' - e. ° a -, 1 11 30 - O a 4 = d1 e` ,-d; •° a d ° -a " a_ _ :d "p" �I - 30 - O d " ` ° ' a e _ - d e " a �. `" , ° ad _ a u ] 05.073 ( ) ;� i 7. 2 0 03 ■■■■■■■■■■■■1 I■■■ ■■■■■■ \ ■■■ co ■■ I■■■ ■■■■■■ \ 1■M■■ D 04.022 1■■■■■■■■■■■■■ ■■■■■. ■■■■■■ ■■■ ■■ ■■■■. 1■■■■■1 ■MM■ 04.022 o WIuIIIIIIIII ■■■ ■■■■■■ ■■■ ■■■■■■ 1■�■■ Project ALAM FIRE E CENTER DA TRAINING COUNTY iinum i. r�■■■■■■ ■■■■■■ ■■■ I / - r ,r, I 1 I I I \ 1 1 =� li■■■pen■■mi■■n �_■■ resin O° ■■��.: (05.042) I rn 1 I Ii un nl _ ■��■1■����rl■■���1■����■1■■���1■���� . -�i 1 1 . U11 11 1 ■■■■� �■■■■■■■■■■■■■ u11 111 - II 11 1 07.065 ( ) u I I I III 1 1 111- D 11 III - 1 1 - I I II I II 1 ■■ ■■■■■■■■■■■■� 311 III -' 7 1 1I 1 1 II ° ■■�� 11■■■■■■L%% 1 ' 2-THIRD LEVEL u11 I e ." ° 2-THIRD LEVEL e e d`e -44 : I; .I ° 1. "ly d as ° I I tr' .- - °4 I I a e a a 20' 11 O ;_ .. e. -'•a d ns "°.,a" "d ' = ", a a "d"° - e d' • " 4 < •°.e 1 a _ c, Q ad " 20' 0" - - a' ` ° � II - d - ' a a' - - e d. ° a a el a - "�r- a �'i - � � '_ a _ 1 r _ _ l _ / ��■■■■■■■■■ ���'i %%�� 1 (\ 1 1 l C ���`W C 1 _� 1 ■■■■ 1 ■■■■■■■■1■ ■■:11r . ■■■■■■■1 ■■ - „6/ ��.���. ■1 ■1■1 \ 1■■■■■■■■■1 ■ 1■■■■ 1■■■■■■■ ■ ■■� \ ��\`� Architect of Record S K A 11V H A A S A H K f Contractor 1 i �, rno1 ■ ■ �m u uI� nr 1■� ■1 n rn�1 In n� n nI •n1 r� Ire Irk 1■ u •n nlwl u •■■ ul -1 ■ I u u C7■. ■1 1 1 11, 1■■■■■■■■■■■ ____\ ��� !jlI / u nln 1 11� a .� \ u u 05.053 u 1 u 1 1 1 `.�� ` m • • 1 a I■=1 1 u u l u l - 1■ 1 1 1 10] ■■■■■■■■■■■■■ ■■■■.%� III 1 11 n m n�1 n ■■ u1 ,1 - 1 I n u C7 ■1 1 IICJ ,- •` , u11 1 u 2-SECOND LEVEL - - __ I II u u 1 - 2-SECOND LEVEL - ���` �� u .�nm liorear1. ••1 >�I���im•m®!�immi• llvim•■a•■����••••• ter■ ■®• ° a , a _ ' - d " a a 1 O' - 0" °. -•eb " ' -- d. ' ° 1 O' - 0" - B B ,- • �� �� �� , ■ ■ , �� ° ° �I �I °� d`^ ." . ° _ ,- .�"a ARCHITECTS 570 10th Oakland. Street, CA Suite 94607 201 OVERAAt Construction '�� I � I \ I �� �:� //,, � '�I ■■■■■■■■■■■■■ �_� !.���/ 1 1 1 1 1 05.059) 1 � ,��°" IN 05.057 ill .• 05.057 ■ ■■■■1 ■■■■■■■■ ■ ������� �.6, 1: ■■■■ 1■■■■■■■ - - ■ 1■■■■■■■ 1■■■■ III % 1■■■■■■■■■■■ °' ( ��n% �s�III 1■■■■■■■ / \ ■ ������� ���� 05 054 • Drawing Title EXTERIOR ELEVATIONS TRAINING TOWER 1 1■■■■1 ■■■■■■■■ / - - ■ ■I■■■■■■ ■■■■ ■■■■■■■■■■■■■ ■�� \� \.\ ' `� ■■■■■ I■■■■■■■■■ \ ■ 1■■■■■■■ 1■■■■ 1■■■■■■■■■■■ ■■■\ I■■■■I ■■■■■■■■ ■ ■I■■■■■■ ■■■■■.I ■■■■■■■■■■■■■ ■■■� -• II ■■■■■ I■■■■■■■■■ \ \ ■ 1■■■■■■ 1■■■■ 1■■■■■■■■■■■ ■■■■�. �� ■■■■III 1 J ■■■��■■■�■■■ ■■■■■■\ �� 1■■■■1 ■■■�■■■■ ■ ■■■■■■ 2-FIRST LEVEL Q 1111 2-FIRST LEVEL e e ea ° I■IIII : ° ' °■II■ A A ° . ,- , ° as -, ,e a ,. ■ a - _ _ _. - Drawing No. A-2-201 SOUTH EXTERIOR ELEVATION Al 2 WEST EXTERIOR ELEVATION A4 SKA Project Number: 24702 RE: A4/ A-2-121 3/16" = 11-0" RE: A4/ A-2-121 3/16" = 11-0" 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 4 2-THIRD LEVEL 20'-0" 2-SECOND LEVEL 10'-0" 2-FIRST LEVEL 0'-0" ( 07.031 (07.082 07.081 ATTIC 2-207 (2.A1) HALL 2-201 MOTEL ROOM 2-202 04.022) (06.012) / i / COMMERCIAL SPACE 2-101 08.036 ) 04.021 ) 05.052) II 1111 III III III III IIr II III 2-ROOF LEVEL 50'-0" 2-FIFTH LEVEL 40'-0" 2-FOURTH LEVEL 30'-0" 2-THIRD LEVEL 20'-0" 2-SECOND LEVEL 10'-0" 2-FIRST LEVEL 0'-0" / (2.A1) APARTMENT 2-402 / / / / APARTMENT 2-302 (07.032 ) 4 A - 4 -2-80 APARTMENT 2-206 HALL 2-201 MOTEL ROOM 2-204 COMMERCIAL SPACE 2-103 1 I 1 I I 1 III III III _III_ III 07.082 ) 07.081 GENERAL NOTES TRANSVERSE SECTION 1 - TRAINING TOWER RE: A4/ A-2-121 J13 3/16" = 1'-0" TRANSVERSE SECTION 2 - TRAINING TOWER RE: A4/ A-2-121 J4 3/16" = 1'-0" 2-ROOF LEVEL 50'-0" 2-FIFTH LEVEL 40'-0" q5 2-THIRD LEVEL 20'-0" 2-SECOND LEVEL 10'-0" 2-FIRST LEVEL 0'-0„ (04.022 (05.053 ( 05.052 (05.014 2-FOURTH LEVEL 30'-0" (05.056) (05.053 ( 03.034 N1 -2-80 1 -2-80 s / / STAIR #3-5F 2-501 APARTMENT 2-402 / / STAIR #3-4F 2-401 u APARTMENT 2-302 STAIR #3-3F 2-301 8 / 1 HALL 2-201 STAIR #3-2F 2-205 / COMMERCIAL SPACE COMMERCIAL SPACE COMMERCIAL SPACE \ STAIR #3-1F 2-101 2-102 2-103 \ \ 2-104 1 \ 1 r \ Il IIIIIIIIIIIIIII I '- III III III_ ICI III 04.021 ) (21.011) III I I I I I I I I I III_ III III I IIII 21.013 ) THIS STRUCTURE IS A NON -OCCUPIED STRUCTURE USED FOR THE SOLE PURPOSE OF TRAINING ABLE-BODIED FIRE DEPARTMENT AND LAW ENFORCEMENT PERSONNEL. THIS STRUCTURE IS NOT DESIGNED TO ACCOMODATE THE GENERAL PUBLIC AND AS SUCH IS NOT DESIGNED IN CONFORMANCE WITH ACCESS AND BUILDING CODES FOR CIRCULATION, EXITING, OR LIFE SAFETY. CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H G KEYNOTE 03.034 SLOPE CONCRETE FLOORS TO DRAINAGE SCUPPERS SUCH THAT THERE ARE NO LOW SPOTS OR PONDING, TYP. 04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY REQUIREMENTS 04.022 48" TALL CMU PARAPET WALL WITH G.I. CAP PER DETAIL 6/D-A9.32, TYPICAL 05.014 PAINTED HSS COLUMN FOR STAIR ASSEMBLY, S.S.D. 05.052 WELDED STAINLESS STEEL BAR GRATING, TYPICAL 05.053 3'-6" TALL EXPOSED GALVANIZED STEEL GUARDRAIL ASSEMBLY WITH ALL WELDS GROUND SMOOTH 05.056 4-FOOT WIDE SLIDING GATE WITH MECHANISM TO SECURE GATE IN BOTH FULL -OPEN AND FULL -CLOSE POSITIONS 06.012 FLAT ROOF CUT DOWN PROP @ +16" AFF CONSISTING OF 3/4" PLYWOOD OVER WOOD PURLINS SIDE -HUNG OFF CONCRETE CURBS @ 8'-0" 0.C., S.S.D. 07.031 ASPHALT SHINGLE ROOFING OVER PLYWOOD AND NAILERS ATTACHED TO CONCRETE ROOF SLAB 07.032 ASPHALT SHINGLE ROOFING OVER PLYWOOD ATTACHED TO METAL DECK OVER STEEL ROOF FRAMING, S.S.D. 07.081 THERMAL WALL LINER FRAMING AND PANELS, TYPICAL 07.082 THERMAL LINING AT CEILING, SECURED TO UNDERSIDE OF CONCRETE SLAB ABOVE 08.036 4' X 4' CEILING BREACH PROP 21.011 FALSE FIRE SPRINKLER RISER WITH LATERAL ON FOURTH LEVEL PER DETAIL 17/D-A9.32 AND FIRE PROTECTION DRAWINGS 21.013 WALL -MOUNTED FDC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title BUILDING CROSS SECTIONS - TRAINING TOWER Drawing No. A-2-301 A LONGITUDINAL SECTION - TRAINING TOWER RE: A4/ A-2-121 A4 3/16" =1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 ADJUST CURB HGT AS REQ'D TO PROVIDE FULL NOMINAL CMU DIMENSION TO FLOOR ABOVE FLR ELEV. PER PLAN CV FULL NOMINAL CMU FROM FLR/CURB BELOW EXTERIOR CMU WALL PER PLAN 20 CONTRACTOR TO PROVIDE (12) ADDITIONAL PRE-CUT PLWD. PANELS SSD. 19 J 18 THERMAL LINER, AS OCCURS CONC. CURB INTEGRAL w/ FLOOR SLAB SLOPE TOP OF FLOOR SLAB TO DRAIN PER PLAN CONCRETE FLOOR SLAB w/ FLAT BOTTOM SURFACE FLOOR @ EXTERIOR WALL RE: A4/ A-2-301 DOUBLE LAYER OF 2 x 4 WOOD RAFTERS @ 24" 0.C. SET IN FABRICATED METAL HANGERS PER DETAIL 8/2-S3.00, TYP. SECURE BOTTOM RAFTER ONLY 48" x 96" x 1/2" PLYWOOD PANELS TACK NAIL IN PLACE (TYP) CONCRETE ROOF SLAB, S.S.D. PER ROOF THERMAL LINER IN ATTIC, AS OCCURS CMU WALL PER PLAN, TYPICAL ELEVATION THERMAL LINING (SHOWN DASHED) CUT AROUND SCUPPER OPENING w/ PERIMETER FLASHING PER MFG DETAILS 8" MAX. CONC. CURB 8" W x 4" H WALL OPENING PER PLAN SECTION 11g GPp1 ) 12 1 1 /2" =11-0" SECTION THRU BREACH OPENING 17 FIBERGLASS COMPOSITION ROOF SHINGLES, TYPICAL 16 1/2" CDX PLYWOOD SHEATHING FASTENED TO HAT CHANNELS W/ #8 SCREWS @ 6" 0.C. (@ PANEL EDGES) AND @ 12" 0.C. (ELSEWHERE) PROVIDE MEMBRANE UNDERLAYMENT o/ SHEATHING PER ROOFING MFR. CONT. 1-1/2" HAT CHANNELS @ 24" 0.C. FASTENED TO CONC. w/ SIMPSON PDP @ 24" 0.C. EACH FLANGE STAGGERED. PROVIDE MIN. 1" PENETRATION INTO CONCRETE #8 SMS @ 24" 0.C. CONT. SHAPED 2x D.F.P.T. BLOCKING CONT. GALVANIZED EDGE FLASHING 3/8" o CONC. SCREW @ 24" 0.C. 18 GA. CONT. METAL FASCIA TRIM CONCRETE ROOF SLAB, S.S.D. 15 14 ROOF EAVE - CONCRETE RE: J13/ A-2-301 6" x 4" x 1/2" GALV. STEEL ANGLE FRAME @ PERIMETER BREACH OPENING, S.S.D. ROOFING SHINGLES @ PRIMARY ROOF ONLY 1/2" CDX PLYWOOD SHEATHING o/ CONT. 1-1/2" HAT CHANNELS @ 24" 0.C. o/ CONCRETE ROOF SLAB. FASTEN SHEATHING TO HAT CHANNELS W/ #8 SCREWS @ 6" 0.C. (@ PANEL EDGES) AND @ 12" 0.C. ELSEWHERE. FASTEN HAT CHANNELS TO CONCRETE W/ SIMPSON PDP © 24" 0.0 EACH FLANGE STAGGERED, W/ MIN. 1" PENETRATION 2x6 FRAME @ PERIMETER. FASTEN FURRING STRIPS TO CONCRETE w/ SIMPSON PDPAWL @ 16" 0.0 W/ MIN. 1" PENETRATION NOTE: THE INTENT OF THIS PROP IS TO ALLOW THE FIREFIGHTER TO PRACTICE CUTTING THROUGH THE ROOF PANELS IN PLACE ATOP THE PITCHED ROOF. THE BREACHED PANELS ARE REMOVED AND NEW PANELS ARE INSERTED FOR THE NEXT FIREFIGHTER. PLYWOOD PANELS ARE UNFINISHED. CONDITION @ CONCRETE SLAB 21 20 CONCRETE CURB FIN. FLOOR NYLON BRUSH ON EACH SIDE OF OPENING ("REESE" MODEL #979D or EQUIV.), TYP. PROVIDE (2) SET SCREWS @ EA. BRUSH FIN. FLOOR 1/4" THK. GALV. STEEL PLATE 'FLAP' 20 GA. GALV FLASHING 19 CUT THERMAL LINING (DASHED) AROUND SCUPPER OPENING W/ PERIMETER FLASHING PER MFR DETAILS PROVIDE 20 GA. GALV FLASHING TOP & SIDES OF16"Wx8"H WALL OPENING: CONT. CAULK EDGE FINISH FLOOR GALV. SCUPPER PLATE: 1/4" X 12" X 16", SET WITH 5/8" DIA x 6" LONG STUD ANCHORS (MIN 2) 18 ROOF BREACHING PROP ELEVATION NOTE: FOR ADDITIONAL NOTES, SEE CONDITION "A" EXTEND DRY -STACK FIRE BRICK THROUGH SCUPPER OPENING, TYP. FIN. FLOOR THERMAL LINING ON EA. SIDE OF WALL, AS OCCURS PER PLAN r 7 L - - C"- --J FIN. FLOOR MrAM% AI//.MMVAM SECTION' OCONDITION @ FIRE BRICK SECTION AT FIRE BRICK 17 GALV. SCUPPER PLATE (FLAT EXTENSION) CMU WALL GALV. SCUPPER PLATE (ANGLED EXTENSION) GALVANIZED HEAVY DUTY CONTINUOUS HINGE WELDED TO FRAME & 'FLAP' 1/4" THK. GALV. STEEL PLATE 'FLAP' @ EXTERIOR 1/4" RADIUS EDGE EXTERIOR SIDE 16 15 13 FIBERGLASS COMPOSITION ROOF SHINGLES, TYPICAL 1/2" CDX PLYWOOD SHEATHING FASTENED TO METAL DECK w/ #8 SCREWS @ 6" O.C. (@ PANEL EDGES) AND @ 12" O.C. (ELSEWHERE) PROVIDE MEMBRANE UNDERLAYMENT o/ SHEATHING PER ROOFING MFR. 1-1/2" METAL DECK, S.S.D. TYPICAL DECK EDGE ANGLE, S.S.D. CONT. GALVANIZED EDGE FLASHING 18 GA. CONT. METAL FASCIA TRIM METAL SOFFIT GROUT FILLED CMU WALLS PER ARCH. AND STRUCT. DWGS. — ELEVATION 12 11 • • ROOF EAVE - METAL FRAMING RE: J4/ A-2-301 SLAB DEPRESSION, TYP. FIRE BRICK DRY -STACKED PER PLAN SILICA SAND BROOMED INTO JOINTS OF FIRE BRICK CONCRETE SLAB - SLOPE TO DRAIN PER PLAN TRANSITION @ FIRE BRICK NOTE: FOR ADDITIONAL NOTES, SEE CONDITION "A" ALIGN EDGE OF SLAB DEPRESSION w/ FACE OF WALL, TYPICAL FIRE BRICK, PER PLAN SECTION CONDITION @ FIRE BRICK TO SLAB TRANSITION INTERIOR THRU-WALL SCUPPER @ FLOOR CUT THERMAL LINING (DASHED) AROUND SCUPPER OPENING W/ PERIMETER FLASHING PER MFR DETAILS PROVIDE 20 GA. GALV FLASHING TOP & SIDES OF16"Wx8"H WALL OPENING: CONT. CAULK EDGE FINISH FLOOR 1/4" GALV. SCUPPER PLATE SET W/ 5/8"0 x 6" LONG STUD ANCHORS (MIN 4) 14 1'-41/2" 2" • 1/2" LAP (TYP) EXTERIOR ELEVATION SECTION AT CONCRETE 1 1/2" = 1'-0" FIN. FLOOR FIN. FLOOR EXTERIOR CMU WALL PER PLANS 0.060 GA HEAVY DUTY GALV STEEL CONT HINGE: WELD TO FLAP & PLATE ATTACH FLASHING ASSEMBLY TO WALL W/ 3/8" COATED TAPCON SCREWS (7 TOTAL) 8" MAX. CONC. BOTTOM COURSE FINISH FLOOR GALVANIZED HEAVY DUTY CONTINUOUS HINGE WELDED TO FRAME & 'FLAP' 1/4" THK. GALV. STEEL PLATE 'FLAP' @ EXTERIOR 1/4" RADIUS EDGE EXTERIOR SIDE EXTERIOR CLEAN -OUT SCUPPER 13 12 11 10 CONCRETE FLOOR TYP., S.S.D. 1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" 0.C. E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8" PENETRATION (ESR-2138) POWDER ACTUATED FASTENERS AIR SPACE 48" x 48" x 1" THK. HIGH TEMP. LINING PANELS: ATTACH w/ #8-18 x 3" SCREWS @12" 0.C. "PRO -TWIST" SELF -DRILLING TYPE (ESR-1408) 3-7/8"w x 1" THK HIGH TEMP. LINING BATTENS © EACH HAT CHANNEL SUPPORT BOTH WAYS, TYP. STRUCTURAL WALL PER PLAN (CMU SHOWN, CONC. SIM.) PER PLAN NOTE: FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO PROJECT SPECIFICATIONS HIGH TEMP. LINING PANEL INSTALLATION RE: J4/ A-2-301 = 1'-0" NOTE: THE PURPOSE OF THIS PROP IS FOR THE FIREFIGHTER TO BREACH AND REMOVE A CEILING TILE USING HIS TOOLS TO ALLOW VISIBILIY TO ATTIC SPACE ABOVE. UPON BREACHING, THE TRAINER WILL SIMPLY REPLACE THE GYPSUM BOARD CEILING PANEL FOR THE NEXT SCENARIO THERMAL LINER WALL ASSEMBLY PER PLAN -2-8O CONCRETE FLOOR TYP., S.S.D. 1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" O.C. E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8" PENETRATION (ESR-2138) POWDER ACTUATED FASTENERS AIR SPACE 48" x 48" x 1" THK. HIGH TEMP. LINING PANELS: ATTACH w/ #8-18 x 3" SCREWS ©12" O.C. "PRO -TWIST" SELF -DRILLING TYPE (ESR-1408) STRUCTURAL WALL PER PLAN (CMU SHOWN, CONC. SIM.) PER PLAN NOTE: FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO PROJECT SPECIFICATIONS HIGH TEMP. LINING PANEL @ SLAB CMU WALLS PER PLAN 5/8" GYPSUM BOARD CEILING PANEL @ OPENING. REFER TO PLANS FOR SIZE l ( I';_ 8 -.. _ .., k " _°,",,-: '"' )_"" I k" k ""� k:. " I SLIDE OUT I. I t it 11 h f".." ' • 2 x 4 CEILING JOISTS @ 16" 0.C. ABOVE GYPSUM BOARD PANEL, TYP. 10 NOTE: CONTRACTOR TO PROVIDE ADDITIONAL CEILING PANEL STOCK. QUANTITY = 24 PLAN VIEW LOOKING UPWARD THERMAL LINER @ CEILING, PER PLAN CEILING BREACH PROP (4' x 8' OPENING) NOTE: THE PURPOSE OF THIS PROP IS FOR THE FIREFIGHTER TO BREACH AND REMOVE A CEILING TILE USING HIS TOOLS TO ALLOW VISIBILIY TO ATTIC SPACE ABOVE. UPON BREACHING, THE TRAINER WILL SIMPLY REPLACE THE GYPSUM BOARD CEILING PANEL FOR THE NEXT SCENARIO THERMAL LINER WALL ASSEMBLY PER PLAN 2 x 4 CEILING JOISTS @ 16" 0.C. ABOVE GYPSUM BOARD PANEL, TYP. PLAN VIEW LOOKING UPWARD 9 8 SLIDE OUT RE: K4/ A-2-131 5/8" GYPSUM BOARD CEILING PANEL @ OPENING. REFER TO PLANS FOR SIZE CMU WALLS PER PLAN THERMAL LINER @ CEILING, PER PLAN NOTE: CONTRACTOR TO PROVIDE ADDITIONAL CEILING PANEL STOCK. QUANTITY = 12 CEILING BREACH PROP (4' x 4' OPENING) RE: A4/ A-2-131 7 6 5 „ = 1'-0" CMU WALL PER PLANS, TYP., S.S.D. 1-1/4" x 18 GA GALV. HAT CHANNEL @ 48" O.C. E.W. w/ "SIMPSON" TYPE PDP-125, 1-1/8" PENETRATION (ESR-2138) POWDER ACTUATED FASTENERS CONT. 3"x 2"x 1/4" ANGLE FASTENED TO SLAB W/ HILTI KB-TZ EXPANSION ANCHORS, MIN. 48" O.C. SPACING (12" MAX. ON ENDS) HIGH TEMP LINING CLOSURE @ PANEL ENDS AIR SPACE 48" x 48" x 1" THK. HIGH TEMP. LINING PANELS: ATTACH w/ #8-18 x 3" SCREWS @ 12" O.C. " PRO -TWIST" SELF -DRILLING TYPE (ESR-1408) NOTE: 1) FOR ADDITIONAL HIGH TEMP. LINING PANEL INFORMATION, REFER TO PROJECT SPECIFICATIONS 2) LINING TERMINATION @ CEILING APPLICATION SIMILAR HIGH TEMP. LINING WALL TERMINATION „ =1'-0" L5 x 5 x 3/8 GALV ANGLE FRAME, S.S.D. CONT. LLV5 x 3-1/2 x 3/8 © (3) SIDES OF OPENING TO ALLOW FOR GYP. BD. SHEET INSTALLATION 2x4CLGJST 16" 0.C. FABRICATED 1/4" THK S JST HGR, S.S.D. GYP. BD CLG PANEL (SHOWN DASHED) 0 0 " =1'-0" L2 x 2 x 1/4 BWTN CLG JOISTS @ (2) SIDES OF OPENING TO HOLD GYP. BD. BREACH PANEL. FASTEN ANGLES TO LLV5 x 3 x 3/8. CEILING BREACH PROP PANEL DETAIL RE: 18/ A-2-801 L5 x 5 x 3/8 GALV ANGLE FRAME ALL (4) SIDES OF OPENING, S.S.D. CONT. LLV5 x 3-1/2 x 3/8 @ (3) SIDES OF OPENING TO ALLOW FOR GYPSUM BOARD INSTALLATION , L// d al N.— INTERIOR CMU WALL, AS OCCURS THERMAL LINER WALL ASSEMBLY GYPSUM BOARD CEILING PANEL, TYP. CEILING BREACH PROP SECTION RE: 28/ A-2-801 L5 x 5 x 3/8 GALV ANGLE FRAME ALL (4) SIDES OF OPENING, S.S.D. CONT. LLV5 x 3-1/2 x 3/8 @ (3) SIDES OF OPENING TO ALLOW FOR GYPSUM BOARD INSTALLATION WELDED SS BAR GRATING w/ SEAT NOTCH IN CONC. SLAB INTERIOR CMU WALL, AS OCCURS THERMAL LINER WALL ASSEMBLY GYPSUM BOARD CEILING PANEL, TYP. CEILING BREACH PROP SECTION w/ COVER GRATE REFER TO PLANS FOR SPACING OF INSERTS CONC ROOF DECK: SEE STRUCT. RE: 16/ A-2-801 PROVIDE 3/8" DIA THREADED INSERT MODEL #444 WITH ADAPTER PLUG MODEL #446 BY HECKMANN BUILDING PRODUCTS, INC. (800) 621-4140 OR APPROVED EQUIV. NOTE: THE PURPOSE OF THESE ANCHORS ARE TO PROVIDE TIE -DOWN SUPPORT FOR TEMPORARY SHADE STRUCTURES PLACED ON THE ROOF DURING VARIOUS TRAINING EXERCISES. WHEN NOT IN USE THE ADAPTERS ARE PLACED IN THE INSERT TO PREVENT DIRT AND DEBRIS FROM ENTERING. 4 3 THREADED INSERT @ SLAB 2 „ = 1'-0" 1 Contractor OVERAAt Construction Drawing Title ARCHITECTUAL DETAILS - TRAINING TOWER Drawing No. N M L K J H G D A-2-801 A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 R P O NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 SKA Project Number: 24702 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 FLAT BOTTOM OF SUSPENDED CONCRETE SLAB ABOVE SERIES 301 TRACK SECTIONS w/ "6/301S" HANGERS @ ENDS, JOINTS, & 2'-11" MAX. SPACING. SECURE HANGER w/ (4) 300 S.S. SCREW ANCHORS PER STRUCTURAL OM, ■- ■ NOTE2 T T CLEAR HEIGHT VARIES PER FLOOR SLOPE i a 1 V i TROLLY/DOORBRACKETS PER DOOR PANEL /10S.S. DOOR PANEL HEIGHT PER PLAN THRU-BOLTS © EACH BRACKET, TYP. PER MANUF. DOOR PANELS ON EA. SIDE OF ROOM PER PLAN (2) "994" SURFACE BOLTS ON EXTERIOR FACE OF DOOR PANEL w/ DRILLED RECEIVING HOLES IN SLAB, TYP. COORDINATE HOLE LOCATIONS IN FIELD w/ ALAMEDA COUNTY FIRE DEPARTMENT & SLAB REINFORCING LOCATIONS SLOPING FLOOR r LINE PER PLAN1 NOTES: 1. SLIDING DOOR HARDWARE AS MANUFACTURED BY P.C. HENDERSON & DISTRIBUTED BY PEMKO (ASSA ABLOY). 2. ADJUST DOOR PANEL HEIGHT AS REQ'D TO MINIMIZE DISTANCE BETWEEN TOP OF DOOR & TROLLY. DOOR PANEL WIDTH PER PLAN FLAT BOTTOM OF SUSPENDED CONCRETE SLAB ABOVE GALV. STEEL PIPE FLANGE @ T&B OF PIPE POST, ANCHORED TO FLOOR & CLG w/ (4) CONCRETE SCREWS EACH. OFFSET PIPE FROM WALL AS REQ'D FOR PARTITION TO SWING FLAT AGAINST ADJOINING WALL SURFACE 2-1/2"o STD GALV. STEEL PIPE POST EQ EQ +6" (3) 3"0 STD GALV. STEEL PIPE HINGES w/ 3/16" THK GALV. STEEL PLATES ON EACH SIDE OF PARTITION & (4) 3/16"0 GALV. THRU-BOLTS w/ NUTS & LOCK WASHERS GALV. HSS PARTITION FRAME MEMBERS SHOWN DASHED GALV. STEEL PLATE FACE ON ONE SIDE OF PARTITION, TYPICAL SURFACE CANE BOLT ON FACE OF PARTITION. PROVIDE DRILLED RECEIVING HOLES IN SLAB, TYP. COORDINATE HOLE LOCATIONS IN FIELD w/ ALAMEDA COUNTY FIRE DEPARTMENT & SLAB REINFORCING LOCATIONS N5 -2-80 • CLEAR HEIGHT VARIES PER FLOOR SLOPE OFFSET PIPE FROM WALL AS REQ'D FOR PARTITION TO SWING FLAT AGAINST ADJOINING WALL SURFACE MIN. CLEARANCE AT HIGH POINT OF SLOPING FLOOR SURFACE 2-1/2"o STD GALV. STEEL PIPE POST, FLR-TO-CLG (4) 3/16"0 GALV. THRU-BOLTS PIVOT PARTITION WIDTH 3/16" THK GALV. STEEL PLATES ON EACH SIDE OF PARTITION WELDED TO HINGE 3"0 STD GALV. STEEL PIPE HINGES 1/4" R. EDGE, TYPICAL to CMU WALL PER PLANS • INTERIOR SIDE S.S.D. FOR WIDTH 1/4" CONT. GALV STEEL BENT PLATE CAP w/ ALL WELDS & EDGES GROUND SMOOTH PRIOR GALVANIZING PROVIDE SHIMS @ EXTERIOR SIDE AS REQ'D TO PROVIDE SLOPE 3/16"0 x 1-3/4" LONG SS CONCRETE/MASONRY SCREW ANCHOR w/ COUNTERSUNK HEAD @ 24" O.C. EACH FACE, STAGGERED EXTERIOR SIDE CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P SLIDING PANEL ELEVATION N17 1/2" = 1'-0" PIVOT PARTITION ELEVATION N8 1/2" = 1'-0 PIVOT PARTITION HINGE RE: N8/ A-2-803 N5 „ = 1'-0" PARAPET WALL CAP RE: A4/ A-2-301 N1 1 1 /2" = 1'-0' 0 FIN. FLOOR (4) REMOVABLE GRATES MADE OF 1/4" #20 CAST IRON EXPANDED METAL w/ FLAT PLATE FRAME, TYPICAL 3" x 1/4" FLAT PLATE POST @ MIDPOINT, TYP. DOUBLE ANGLE AT MIDPOINT (2 LEVELS) ELEVATION PLAN VIEW • REMOVABLE GRATES (4 TOTAL): 1/4" #20 CAST IRON EXPANDED METAL w/ FLAT PLATE FRAME 3" x 3" x 1/4" ANGLE FRAME w/ WELDED CONNECTIONS, COPE ALL CONNECTING ENDS 1-1/4" WIDE x 1/4" FLAT PLATE CROSS BRACING @ BOTH SHORT ENDS & (1) LONG SIDE, WELDED TO ANGLE FRAME 6' P THIS FRAME IS TO PROVIDE A PORTABLE LOCATION FOR COMBUSTIBLE MATERIALS TO BE BURNED. THE xVW,p3rt,•,'ME Pae jIEI MURAL SHALL BE )Sf119,EP JOANT.60afi114:31 SREMOVAL WHEN UPPER or LOWER BURNING IS DESIRED. 3" x 3" x 1/4" VERTICAL ANGLE LEGS @ CORNERS, TYP. NOTE: UPON COMPLETION OF FABRICATION ALL METAL FRAME SURFACES SHALL BE PAINTED USING HIGH -TEMPERATURE PAINT. SUMMARY OF QUANTITIES: PROVIDE RACK FOR EACH BURN AREA OF TRAINING TOWER (10 TOTAL). 1'-10" FIN. FLOOR SAFETY CAP SERRATED ALUMINUM RAILS, TYPICAL STAIR TOWER ROOF LEVEL ti 0 ti 1'-6" ELEVATION 1-1/4" SERRATED ALUM. RUNGS, TYP. 3/16" ALUMINUM WALL BRACKET SECTION STAIR #3 EXTERIOR CONCRETE or CMU WALL, PER PLAN ALL PIPING TO BE PAINTED: REFER TO GENERAL NOTES DELUGE SPRINKLER HEAD @ CEILING. REFER TO FIRE PROTECTION DWGS FOR LOCATION & QTY GATE VALVE ON LATERAL IN STAIR TOWER TO RESTRICT FLOW TO HEADS @ +72" AFF MAX. MTG HGT 11 II II. II: 5th FLOOR as STD FIRE DEPT. CONN. @ EACH FLOOR LEVEL OF STAIR TOWER STD FIRE SPRINKLER RISER ASSEMBLY w/ GATE VALVE TO SHUT-OFF FLOW TO INTERIOR HEADS CONC. FLOOR SLAB RIGID GALVANIZED WATER LINE. HOLD TIGHT TO CONCRETE/CMU WALL & TO B.O. FLOOR EXTERIOR CONCRETE or CMU WALL PER PLAN 2nd FLOOR 2' -11 15/16" EXTERIOR FIRE BELL ACTIVATED BY FLOW SWITCH EXTERIOR FIRE DEPT. CONNECTION @ WALL PROVIDE EXTERIOR DRAIN VALVE(S) FOR SYSTEM TYPICAL P.I.V. IN CONCRETE. VERIFY EXACT LOCATION w/ OWNER SET VERTICAL PIPE TO AVOID STRUCTURE & BRACE TO WALL. THIS PROP IS FOR TRAINING PURPOSES ONLY CONNECT WATER SEE CIVIL DWG. NOTE: THE PURPOSE OF THIS PROP IS TO ADD REALISM TO THE INTERIOR FIRE TRAINING ENVIRONMENT BY INCORPORATING MANUALLY ACTIVATED SPRINKLERS. THE SYSTEM RUNS THROUGH A TYPICAL P.I.V. VALVE AT THE STREET LEVEL. A STANDARD WALL MOUNTED EXTERIOR FIRE BELL IS ACTIVATED FROM A FLOW SWITCH UPON OPENING OF THE GATE VALVE. THE WATER FLOWS THROUGH THE BUILIDING AND THE ELECTED SPRINKLER HEADS. THE SYSTEM SHALL HAVE TWO (2) SOURCES OF WATER SUPPLY. ONE SHALL BE FROM THE ON -SITE FIRE MAIN, THE OTHER WILL BE VIA EXTERIOR WALL MOUNTED FIRE DEPARTMENT CONNNECTION. SYSTEM SHALL BE PROVIDED WITH AN EXTERIOR DRAIN FOR FREEZE PROTECTION. ALL PIPING IN THE INTERIOR OF THE BUILDING IS TO BE SECURED TO THE CONCRETE/CMU WALLS AND UNDERSIDE OF THE FLOOR CONCRETE DECKS. TO ALLOW FOR SPECIFIC CONTROL LOCATIONS, GATE VALVES ARE TO BE INSTALLED FOR EACH ROOM SHOWN. VALVES SHALL BE LOCATED OUTSIDE PROTECTED ROOM BEFORE WALL PENETRATION AS SHOWN WHICH WILL ALLOW THE INSTRUCTOR TO INCLUDE OR EXCLUDE ROOMS DURING THE TRAINING SCENARIO. THIS IS NOT A LIVE SYSTEM. THE HEADS WILL NOT ACTIVATE FROM FUSIBLE LINKS NOR WILL NOTIFICATION TO THE MAIN FIRE ALARM SYSTEM OCCUR. TYPICAL CLASS "A" LOW BURN RACK F13 3/4" = 1'-0" EXTERIOR ACCESS LADDER F8 1/2" = 1'-0" TRAINING SPRINKLER SYSTEM F1 1/4" = 1'-0" N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ARCHITECTURAL DETAILS - TRAINING TOWER Drawing No. A-2-803 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT D18 H18 caj 11 6 L18 -( 06.015 -.41-11-(05.084) Imo( 05.083 (26.041) 1A-3-201 u ICE 3-104 (09.053) 09.053 ( 07.042 �,- � SCBA ROOM 3-101 ; 09.052 ; ®, C09.052� 0 I : ® �� RESTROOM'" . _ RESTROOM"/ 3-103 ,- .. "- - - 3-102 ' . (09.053) .. G1 , - 23.031 GENERAL SHEET NOTES R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P WALL LEGEND ENLARGED PLAN - SCBA BLDG. RE: A4/ A-3-121 J13 1/4" =1'-0" REFLECTED CEILING PLAN - SCBA BUILDING RE: A4/ A-2-201 J4 1/4" =1'- M4\-3-2 DS (07.046) ( 23 033 ) G4\-3-2 DS (07.044 07.062 ROOF PLAN - SCBA BUILDING A13 zA-3-20 22.056 22.015 4'-8" 22.045 22.056 I 60" x 60" FLR SPACE RESTROOM II:"' '��. i 2'-4" 1 5'-8" 12'-77/ " 38' - 8" COVERED SEATING AREA 30" x48" FLR SPACE 38'-8" G4\-3-2 10.012 • • - • • - • • 3. CCLL' SP; E 06.015 05.078 05.083 26.041 • • - • • 10'-2" 18' - 01/4"� 13.031 • • - 7'-10" 22.057 (7.07) (08.014) pRo3ECT NpRTH 0 CONCRETE WALL or COLUMN, S.S.D. FOR THICKNESS & REINFORCING CMU WALL, S.S.D. FOR THICKNESS & REINFORCING THERMAL WALL LINER METAL PANEL EXPOSED CEILING WITH ACOUSITCAL SPRAY PENDANT LINEAR LIGHT, SHADING OF ANY LUMINARE INDICATES IT'S CONNECTED TO ALTERNATE POWER, S.E.D. RECESSED DOWNLIGHT, SHADING OF ANY LUMINARE INDICATES IT'S CONNECTED TO ALTERNATE POWER, S.E.D. CEILING SUPPLY/RETURN GRILLE, S.M.D. KEYNOTE 05.078 STAINLESS STEEL SHELVING WITH EXPOSED WALL BRACKETS ABOVE 05.083 STAINLESS STEEL COUNTERTOP WITH INTEGRAL STAINLESS STEEL BACKSPLASH 05.084 STAINLESS STEEL WITH EXPOSED WALL BRACKET 06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE 07.042 PRE -FINISHED METAL SOFFIT PANELS, TYPICAL 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 07.046 ARROW INDICATES DOWNWARD DIRECTION OF ROOF SLOPE, TYPICAL 07.062 PAINTED ALUMINUM EAVE GUTTER 08.014 PAINTED HOLLOW METAL DOOR & FRAME 09.052 PAINTED GYPSUM BOARD CEILING OVER METAL CEILING JOISTS 09.053 EXPOSED ROOF STRUCTURE ABOVE 10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH STAND-OFFS 11.964 BAUER SCBA AIR TANK FILLER. ANCHOR TO SLAB PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS 11.965 O.F.0.1. AIR BOTTLE RACK, TYPICAL 13.031 PORTABLE METAL BLEACHERS, TYPICAL 22.015 RAIN WATER LEADER DOWN SPOUT, S.P.D. 22.045 WATER BOTTLE FILLER, FILTER WATER, S.P.D. 22.056 INSTANTANEOUS TANKLESS WATER HEATER, S.P.D. 22.057 FIRE SPRINKLER FCV ASSEMBLIES FOR SCBA BLDG, S.P.D. 23.031 EXTERIOR WALL GRILLE, S.M.D. FOR SIZE & LOCATION 23.033 ROOF EXHAUST FAN, S.M.D. FOR SIZE & LOCATION 26.041 CONTINUOUS ELECTRICAL POWER STRIP, S.E.D. WALL -MOUNTED ABOVE BACKSPLASH N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title FLOOR PLAN, ROOF PLAN, RCP, SCBA BLDG. Drawing No. A-3-121 A RE: D1/A-1-201 1/4" = 1'-0" FLOOR PLAN - SCBA BUILDING RE: A4/ A-2-201 A4 1/4" = 1'-0" SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 3 CLIENT x06.061 SCBA BLDG. RESTROOM - NORTH INT. ELEV. RE: J13/ A-3-121 018 1/2" = 1'-0" (04.021) 13.031 ( 23.031 (05.012 EQ ( 10.012 03.032 ( 13.031 EQ 1 1 1 1 J I I I I I I II I • 12'-0" • 1 1 1 1 1 1 1 1 • I I I I I I I • 1 1 I I I I (05 50.01) 08.014 GENERAL NOTES ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. R LEGEND EAST EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 M12 1/4" = 1'-0" NORTH EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 M4 1/4" = 1'-0" SCBA BLDG. RESTROOM - EAST INT. ELEV. RE: J13/ A-3-121 L18 1/2" = 1'-0" / / / / / \< SCBA BLDG. RESTROOM - SOUTH INT. ELEV. RE: J13/ A-3-121 H18 1/2" = 1'-0" i C C c[ o-la (13.031 (03.032 (22.043) (08.014) 01 / 0 / 07.044 10.017 ( 08.014 1177 (08.003) dm- < (xxx-#) > • GROUND or SMOOTH FACE CMU; PTD (CMU-1) STANDING SEAM METAL ROOF; (R-1) LOUVER & TAG; SMD; (###) FINISH; TYP KEYNOTE MATERIAL TAG; SEE SHEET A-3-801 FOR EXTERIOR FINISH INFORMATION ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P WALL PATTERN LEGEND GROUND or SMOOTH FACE CMU (PER GENERAL SHEET NOTES) KEYNOTE WEST EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 G12 1/4" = 1'-0" SOUTH EXTERIOR ELEVATION - SCBA BUILDING RE: A4/ A-3-121 G4 1/4" = 1'-0" SCBA BLDG. RESTROOM - WEST INT. ELEV. RE: J13/ A-3-121 D18 1/2" = 1'-0" ti - - / �f1, N ,fI N. N. < N N. 7 x N 7 . _ > 7 021) 083) 06.015 ( 13.031 03.032 III III III n 3.A RESTROOM 3-102 09.052 03.032 24" DIAMETER CONCRETE PIER, S.S.D. 04.021 CMU WALLS IN COLOR AND TEXTURE NOTED ON EXTERIOR ELEVATIONS. SEE SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR PHYSICAL PROPERTY REQUIREMENTS 05 50.01 05.012 PAINTED STEEL BEAM, S.S.D. 05.051 PERFORATED METAL SCREEN PANELS W/ PAINTED METAL FRAME ELEMENTS 05.077 STAINLESS STEEL SHELVING WITH EXPOSED WALL BRACKETS 05.083 STAINLESS STEEL COUNTERTOP WITH INTEGRAL STAINLESS STEEL BACKSPLASH 06.015 BASE CABINETS, PLASTIC LAMINATE FINISH - WHITE 07.044 PRE -FINISHED STANDING SEAM METAL ROOF PANELS AND TRIM, TYPICAL 08.014 PAINTED HOLLOW METAL DOOR & FRAME 08.091 GSM WALL EXHAUST LOUVER FOR ICE MACHINE ROOM. VERIFY SIZE REQUIREMENTS WITH FINAL OF01 ICE MACHINE SELECTION 09.052 PAINTED GYPSUM BOARD CEILING OVER METAL CEILING JOISTS 10.012 BACK PAINTED GLASS MAGNETIC MARKER BOARD MOUNTED WITH STAND-OFFS 10.017 BUILDING ADDRESS SIGN WITH MINIMUM 4" TALL CHARACTERS IN COLOR CONTRASTING TO THE BACKGROUND IN COMPLIANCE WITH CFC SECTION 505 AND LOCAL ORDINANCES, SEE SIGNAGE DRAWINGS 13.031 PORTABLE METAL BLEACHERS, TYPICAL 22.043 EMERGENCY SHOWER & EYE -WASH STATION, S.P.D. 23.031 EXTERIOR WALL GRILLE, S.M.D. FOR SIZE & LOCATION x06.061 FIBERGLASS REINFORCED PLASTIC PANELS N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title EXTERIOR ELEV., BLDG SECTION, INT. ELEV. SCBA BLDG. Drawing No. A-3-201 A 3-101 SCBA RM - WEST INT. ELEV. RE: J13/ A-3-121 A18 1/4" = 1'-0" 21 20 19 18 17 16 -7 15 TRANSVERSE SECTION - SCBA BUILDING RE: A4/ A-3-121 Al2 1/4" = 1'-0" SKA Project Number: 24702 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 R 3.A ci - --- -- I 3 EQ EQ EQ EQ GENERAL NOTES CLIENT R c1 RV Cis) O 1. ALL EXTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. 2. ALL INTERIOR CMU SHALL BE BASALITE COLOR #S-703(R) IN GROUND FACE TEXTURE. . ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED AT +18" AFF MEASURED TO THE BOTTOM OF THE BOX, EXCEPT THOSE444 LOCATED ADJACENT TO THE RESTROOM LAVATORY WHICH SHALL BE MOUNTED AT +42" AFF. 3Crit M,,,< Q Q OF NV P ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVESUITE , 800 OAKLAN D, CA 94612 P 1- i I LEGEND I >� I f O 0 1 .MMI 1 ate_ __ -� .� I , ► 1 � . 1 12' 0" I 1 1 1 I I ; I ; I ; ; I i GROUND or SMOOTH FACE CMU; 1 1■ 1 —� 1 1 1 1 1 1 PTD TAUPE (CMU-1) I —� !== =_1 1-. STANDING SEAM METAL ROOF; CHARCOAL (R 1) I _I N11, N I I ;i I — _— 1 I I I 1 i r 1 1 c. I �! I. 3 1 1 T J I 1 11 L_ r Q LOUVER & TAG; SMD; (###) FINISH; TYP M M SEE SHEET A-3-801 (XXX-#) > * MATERIAL TAG; FOR EXTERIOR FINISH INFORMATION COLOR ELEVATION- EAST - SCBA BUILDING M 12 NORTH EXTERIOR ELEVATION - SCBA BUILDING M4 RE: A13/ A-3-121 1/4" = 1'-0" RE: A4/ A-3-121 1/4" = 1'-0" L f 3.6 12 2 - L-3.1 -7-------_____________- 3.A --------------1 L K K -ice NIP H 1 I_ I I I I III 1 L 1 III I I I I E I I I � I . i I 1 1 l I / I III 1 / / ...- / G G I / I J 1.- I i �; I 1 �_ -. - . . — " F F NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects COLOR ELEVATION- WEST - SCBA BUILDING G 12 COLOR ELEVATION SOUTH - SCBA BUILDING G4 RE: A4/ A-3-121 1/4" = 1'-0" RE: A4/ A-3-121 1/4" = 1'-0" Revision Number DATE ISSUE DESCRIPTION E E R2 09/13/2024 CITY OF DUBLIN SDR 10/02/2024 50% DESIGN DEVELOPMENT D D Project ALAMEDA 5053 FIRE GLEASON CENTER TRAINING 94568 DRIVE, COUNTY DUBLIN, CA C C Architect of Record SHAH KAWASAKI Contractor B B ARCHITECTS 570 10th Oakland. Street, CA Suite 94607 201 OVERAAt Construction Drawing Title EXTERIOR ELEV. COLOR - SCBA BLDG A Drawing No. A.3.202 SKA Project Number: XXXXX 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 R FINISH SCHEDULE - EXTERIOR - SCBA BLDG. ROOF MATERIAL MANUFACTURER MODEL SPECIES/COLOR/FINISH SIZE NOTE MP-1 PRE -FINISHED METAL SOFFIT PANEL GARLAND COMPANY RMER SOFFIT PEWTER (.40) 12" R-1 STANDING SEAM METAL ROOF GARLAND COMPANY RMER PEWTER (.40) 12" From Room: Name DOOR NO. FIRE RATING HW SET DOOR ACCESS CONTROL TYP E OPENING DOOR DOOR SCHEDULE - SCBA BLDG. FRAME DETAILS WIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL COMMENTS 3-SCBA BUILDING SCBA ROOM 3-101.1 CG LOCK 2 6' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVERS AT BOTTOM OF EACH LEAF RESTROOM 3-102.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM RESTROOM 3-103.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM ICE 3-104.1 CG LOCK 1 3' - 0" 7' - 0" 1 3/4" HM P HM HM HM *1, PROVIDE DOOR LOUVER AT BOTTOM CLIENT R P O N M L K FINISH SCHEDULE - INTERIOR - SCBA BLDG. Material: Material Use MATERIAL MANUFACTURER 1 MODEL SPECIES/COLORIFINISH SIZE NOTE CASEWORK CASEWORK LMT-4 PLASTIC LAMINATE - PEWTER MESH WILSONART D12-60 DIRECTIONAL, BRUSHED, SATIN #4 CASEWORK SS-2 STAINLESS STEEL COUNTER --- TYPE 304, 16GA MIN --- 1 CEILING CEILING G-3 GYPSUM BOARD - SEMI -GLOSS DUNN EDWARDS DEHWO1 ALMOND MILK, SEMI -GLOSS FINISH MOISTURE RESISTANT PAINT CEILING X-1 EXPOSED STRUCTURE - NO FINISH --- --- --- --- EXPOSED TRUSS FLOOR FLOOR CONC-2 SEALED CONCRETE - NO DYE/STAIN W.R. MEADOWS INDUROSHINE SYSTEM (PDS-1) NO DYE/STAIN --- WALL WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE WALL CMU-1 CMU-PAINTED BASALITE GROUND FACE, S-703(R), PAINTED, TUAPE WALL FRP-1 FRP WALL PANEL MARLITE STANDARD D354 DESIGNER WHITE SMOOTH FINISH W/ALUM. MOLDING WALL SS-1 STAINLESS STEEL BACKSPLASH --- TYPE 304, 16GA MIN DIRECTIONAL, BRUSHED, SATIN #4 --- WALL BASE WALL BASE CB-1 CONCRETE CURB SEALED - NO DYE/STAIN J H ROOM FINISH SCHEDULE - SCBA BLDG. ROOM # ROOM NAME FLOOR FINISH BASE FINISH WALLS NORTH FINISH EAST FINISH SOUTH FINISH WEST FINISH CEILING FINISH COMMENTS 3-SCBA BUILDING 3-101 SCBA ROOM CONC2 CB1 CMU-2 CMU-2 CMU-2 CMU-2 X1 3-102 RESTROOM CONC2 CB1 CMU-1/FRP CMU-1/FRP CMU-1/FRP CMU-1/FRP G3 3-103 RESTROOM CONC2 CB1 CMU-1/FRP CMU-1/FRP CMU-1/FRP CMU-1/FRP G3 3-104 ICE CONC2 CB1 CMU-2 CMU-2 CMU-2 CMU-2 X1 G F FINISH SCHEDULE - CASEWORK & COUNTERTOPS - SCBA BLDG. ROOM NO. ROOM NAME Casework Finish Ext Casework Finish Int Casework Lock Countertop Material Casework Comment 3-101 SCBA ROOM LMT-4 SSM-2 E D DOOR TYPES DOOR NOTES C PER SCHEDULE B TYPE 1 SINGLE - FLUSH DOOR A PER SCHEDULE 1 \ \ I TYPE 2 DOUBLE - FLUSH DOOR LOUVERS, S.M.D. 10" MIN. SMOOTH & UNINTERRUPTED SURFACE KICK PLATE @ PUSH SIDE, TYP. WHERE CALLED OUT IN SCHEDULE PROVIDE ACOUSTICAL (STC) RATED DOORS WHERE INDICATED. PROVIDE 3/8" DOOR GLAZING WHERE INDICATED (ACOUSTICAL) FOR ADDITIONAL DOOR AND FRAME AND DOOR HARDWARE INFORMATION, REFER TO ROOM DATA SHEETS AND SPECIFICATION. SEE SPECS. AND A9.31 FOR MORE INFORMATION AT DOUBLE ACTING DOOR IN TOWER BUILDING. FLUSH WOOD STAIN DOOR WITH HOLLOW METAL FRAME © INTERIOR DOORS IN CLASSROOM BUILDING, TYP. "SOUND-GASKETED" DOORS SHOULD INCLUDE A NEOPRENE BULB SEAL AT THE PERIMETER (PEMKO S88 OR EQUIVALENT) AND AN AUTOMATIC DROP BOTTOM SEAL (PEMKO 411 OR EQUIVALENT) *1 = HOLLOW METAL DOORS & FRAMES WITH CONTINUOUS GEAR HINGES, FIELD PAINTED ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, 10TH FLOOR, OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title SCHEDULES - SCBA BLDG. Drawing No. A-3-801 A SKA Project Number: 24702 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 0 26 (2.A1) JJ I 0 0 SHEET NOTES ENTER TEXT ENTER TEXT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a 0 BISCO W 0 M 39690 Rxp 12/31/24 sT9\HAN���P F OF CA�\F Drawing Title PLUMBING SITE PLAN Drawing No. P-O-002 A OPLUMBING SITE PLAN 1 " = 20'-0" PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 241 21 21 20 19 18 17 II II LARGE CLASSROOM - STORAGE TRA1 CLASS SM 1-102A ING OOM - C1 PLUMBING FLOOR PLAN - SANITARY VENT - CLASSROOM - LEVEL 1 3/16" = 11-0" 20 19 18 17 16 16 ECEPTI 15 15 1-103A 14 14 13 PUBLIC -� REST OOM COMMONS/BR ROOM 1-100C TRAINING COMMON 13 12 12 11 1RAINING DEPU 11 IE OF 1-106A GEN OFFICE STO RAG E 1-106B LOCKEM (ALL GENDER) 11 LOCKER (MAL 10 CORRIDOR B 1-103B 10 TUR'NOU —ROOM rEXTRACTORtL4UN IIIIIII IIIIIIIIII IIIIIII II IIIIIIIIII IIIIIIIIII 11 9 1-112A CORRIDOR C 1-103C LOCKE ( OOM MALE) REMPAIMPAIMPAIMPAIMPAMPli 8 I 7 TELECOM/SI RVER CLOSE CH. ROOM 6 5 T \ I I COVERED UTILITY YARD 1^rrrrrrrr►^6rrrrrrrrrrrr+• ///I%////- %'//M 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m M 39690 9-1 ° Rxp. 12/31/24 'Pi.CHA N \ C' 47e��\O F OF Ciba.0. PPE Project Number: 24071805 Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING FLOOR PLAN - CLASSROOM BLDG - LEVEL 1 Drawing No. R Q P O N M L K J H G D P-1-210 A NOT FOR CONSTRUCTION 21 21 20 20 19 18 PLUMBING ROOF PLAN - SANITARY VENT - CLASSROOM 19 18 17 17 16 16 15 15 14 14 13 13 12 12 11 10 III III 1 11 1 10 1 11 1 10 III III IIII III III I III III III 1 11 1 III 1 11 1 III IV 1 II 1 @ 1 II 1 @ 1 II 1 III 11 10 9 8 7 6 1'I—■I■�I�■I■�II�I�� 1-71•1 I 5 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m PPE Project Number: 24071805 Contractor MATRIXHG BUILDING SOLUTIONS 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING ROOF PLAN - CLASSROOM BLDG - ROOF Drawing No. R Q P O N M L K J H G D P-1-220 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 3.0 3.B PLUMBING ROOF PLAN - SANITARY VENT - SCBA BLDG 3.2 IM-1 CE 104 1/2"o DHW '1/2"o DCW w - iL-I — o is— LAV-2 o o RESTkC G WC-2 —3-10:1� EEWS-1 HB-1 -/-1. rT- WC-2 1/2"o DCW U m, LAV-2 1/2"o DHW a ITROO M 3-102 2" o DCW 1 1/4"o DCW 1 1/4"o DHW 2" o DCW 2" o DCW PLUMBING FLOOR PLAN - DOMESTIC WATER - SCBA BLDG - LEVEL 1 1/4" = 1'-0" 1 /4" = 1'-0" 3.0 3.B 3.1) (3.2 II II II II II II CE 104 uuuuuYYYYYXXXXXY YYYY uuXuuuuuuuuuYYYYYYXXXXXX 1 RESTROOM X II SCBA ROOM RESTROOM I; 3-101 3-103� 3-102 ": II II 3.B ill � ICE -104 a,Q RESTROOM -3-103 RESTROOM 3-102L 3.2 jl 3.2 SCBA ROOM 3-101 3.2� 3.0 3.B\) 1 3.A R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O N M L J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a 0 BIs 0 M 39690 Rxp. 12/31/24 s>9 CH A N °P\'' F OF CA�\Fo.." 00*% Drawing Title DOMESTIC WATER PLANS - SCBA BLDG Drawing No. P-3-310 A PLUMBING FLOOR PLAN - SANITARY VENT - SCBA BLDG - LEVEL 1 PLUMBING FLOOR PLAN - SCBA BLDG - UNDERGROUND 1/4" =1'-0" \ 1/4" =1'-0" PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT OFLOOR DRAIN DETAIL 1/8" =1 0 CONDENSATE PIPE FLOOR SINK CONDENSATE AIR GAP DETAIL 1/8" =1'-0" /1" or 1-1/4" CD ro 72" V 2 2"SS 1-1/4" SS CLEANOUT PLUG LAVATORY P-TRAP EPDXY COATING BRONZE COVER FLOOR DRAIN CONCRETE SLAB NO -HUB CLAMP SEWER PIPE TAIL PIECE 1" or 1-1/4" CD LAVATORY 1-1/4" SS CLEANOUT PLUG 2" SS FLEX CONNECTOR P-TRAP R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL (ENGINEERS 1885 Concourse Drive San Jose, California 95131 326-0815 p ra g m atOffice i cp rof a ss(408) i o n a l e n g i n ee rs. co m Contractor MATRIXHG BUILDING SOLUTIONS... 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com Drawing Title PLUMBING DETAILS Drawing No. P-4-601 A OCONDENSATE DISCHARGE TO LAVATORY DETAIL 1/8" =1 0 PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE DUBLIN, CA 94568 D Engineer of Record pragmatic PROFESSIONAL ENGINEERS 1885 Concourse Drive San Jose, California 95131 Off326-0815 p ra g m at i cp rofice a ss(408) i o n a l e n g i n e e rs. co m Contractor MATRIXHG BUILDING SOLUTIONS,. 115 Mason Circle Concord, California 94520 Main Office: (925) 459-9200 License #: 812232 matrixhginc.com a 0 B I seF�° M sg f;Xp 1 alcgn _'I 'PT CHAN \ CPS 47e �P OF CAC\Fo . Drawing Title PLUMBING DETAILS Drawing No. P-4-602 A PPE Project Number: 24071805 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT DOAS AHU ENABLE RUN ❑ SPEED 0- STATUS ❑ NETWORK ❑ VFD 1 LINE VOLTAGE SPEED SW, MTD AND WIRED BY DIV 26 ® CEILING FAN M-NET / Y 0 Lu GATEWAY PROVIDED LOOSE BY DIV 23. PANEL AND ALL WIRING BY DIV 25 VRF CONTROL SYSTEM 0 0 0 DI SEE SPEC'S AND DIV. 26 DWGS FOR SMOKE DETECTOR AND FIRE ALARM WIRING DO SF STATUS SF SPEED SF START VRF CONDENSING UNIT M-NET SUPPLY AIR TEMP DUCT STATIC PROBE LOCATE AT INLET OF VAV-1.4 REFERENCE (INSIDE BUILDING) DUCT STATIC PRESSURE EA TRANSFER FAN (TF-1.1) 1/. BRANCH CONTROLLER VRF FAN COIL LINE VOLTAGE T'STAT, MTD AND WIRED BY DIV 26 / THERMOSTAT PROVIDED W/ VRF FC VRF FAN COIL 1±1 OA ® VAV BOX TO OTHER VRF BC'S TO OTHER FAN COILS RECIRC PUMP POTABLE[I). CW DHW SYSTEM DI DO PUMP STATUS PUMP START EWH-1 _s .(-jRECIRC HWR SELF -POWERED MIXING VALVE BY DIV 22 DHWS TEMP S 1:). DHWS TO BLDG SUPPLY AIRFLOW CO2 SENSOR AND WINDOW SWITCH ONLY AT SELECTED ZONES - SEE VAV BOX SCHEDULE AND SPECS DAMPER POSITION EA CO2 \ l THERMOSTAT IN IT ROOM 1-110 ONLY DI ZONE WINDOW CO2 SWITCH l ZONE TEMP EA E). TIME DELAY RELAY WIRED BYDIV26 TOILET EXHAUST FAN (EF-3.1) LIGHT SWITCH FC CONTROLLER OA FROM VAV CD 1.1 TOILET/ LOCKER EA SPEED 0- RUN 0- FEEDBACK 0- ECM / COORDINATE STATUS & S/S WITH FINAL EQUIPMENT SUBMITTAL. PROVIDE AUXILIARY RELAY OR CURRENT SWITCH TO INTERFACE WITH BAS IF CONTACTS ARE NOT AVAILABLE ON ECM INTERFACE. DO ® BUILDING RELIEF/EXHAUST FAN (EF-1.1) VRF CONTROL FWIRING BY DIV 23 F1F2COMM ❑ FAN ❑ ENABLE -❑ EXV ❑ TO BSB-1.1 EXV FEEDBACK FAN START .(-jTURNOUT LOCKER EA 0-60 MINUTE WINDUP TIMER SWITCH MTD AND WIRED BY DIV 26 �\ 8-6 WALL HEATER FAN SPEED DX \ SA u LL CC CC VRF FAN COIL UNIT THERMOSTAT PROVIDED W/ VRF FC r GATEWAY TO POWER MONITORING - SEE DIV. 26 DWGS FOR LOCATION MISCELLANEOUS POINTS GATEWAY TO LIGHTING CONTROLS - SEE DIV. 26 DWGS FOR LOCATION STATIC PRESSURE PORT IN CENTRAL CORRIDOR.. SEE SPEC'S ASPIRATED OA TEMP SENSOR W/ SOLAR SHIELD LOCATED IN ROOF WELL. SEE SPEC'S OUTDOOR PRESSURE TIP - SEE SPECS FOR LOCATION OA TEMP BLDG PRESSURE CONTROLS GENERAL SA OA RA EA SUPPLY AIR OUTSIDE AIR RETURN AIR EXHAUST AIR EQUIPMENT 0 0 SD ENABLE RUN ❑ SPEED LI NETWORK ❑ VFD ENABLE STATUS ❑ SETPOINT ❑ M/S HOT ❑ AUTO ❑ AUX ❑ 2-WAY VALVE 3-WAY VALVE SMOKE DETECTOR FAN -PROP CENTRIFUGAL HOUSED FAN FAN -PLUG FAN ARRAY PUMP INLINE PUMP FURNACE FILTER AIR FLOW STATION COIL OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER BAROMETRIC DAMPER VAV DAMPER VARIABLE SPEED DRIVE CONTROLLER MOTOR STARTER CONTROLS EQUIPMENT (CONT'D) HX CONTACT (BOXED) CONTACT (UNBOXED) RELAY (1 CONTACT) RELAY (2 CONTACTS) SWITCH ACCUVALVE HEAT EXCHANGER LIGHT SENSORS 10 0 01 , RH M r M2 J DIGITAL POINT DO ANALOG POINT (AO) FM CS STATIC PRESSURE TIP AFS FAN SENSOR WELL TEMPERATURE SENSOR & SENSOR WELL HUMIDITY SENSOR (RH) OR TEMPERATURE SENSOR (T) AVERAGING TEMPERATURE SENSOR MODULATING ACTUATOR 2-POSITION ACTUATOR HARDWIRED DIGITAL OUTPUT (DO) OR DIGITAL INPUT (DI) HARDWIRED ANALOG OUTPUT (AO) OR ANALOG INPUT (Al) NETWORK CONNECTION BETWEEN CONTROLLER AND DEVICE FLOW CROSS FLOW METER CURRENT SWITCH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction Drawing Title HVAC CONTROLS SCHEMATICS Drawing No. O-BASO.O1 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 DUCT & DIFFUSERS DUCT LABELING .40 WIDTH (VISIBLE DUCT DIMENSION) 14x8 RECTANGULAR DEPTH (HIDDEN DUCT DIMENSION) DIAMETER (VISIBLE DUCT DIMENSION) • 0 140 ROUND WIDTH (VISIBLE DUCT DIMENSION) 14/8 OVAL DEPTH (HIDDEN DUCT DIMENSION) RECTANGULAR (SUPPLY) " SECTION THROUGH VERTICAL DUCT UP/TOWARD DOWN/AWAY RECTANGULAR (RETURN) 1 SECTION THROUGH VERTICAL DUCT UP/TOWARD DOWN/AWAY RECTANGULAR (EXHAUST) SECTION THROUGH VERTICAL DUCT UP/TOWARD DOWN/AWAY ROUND (SUPPLY/EXHAUST/RETURN) • 4 SECTION THROUGH VERTICAL DUCT 0 UP/TOWARD (\; DOWN/AWAY OVAL (SUPPLY/EXHAUST/RETURN) JSECTION THROUGH VERTICAL DUCT vJ UP/TOWARD i ., I ' DOWN/AWAY IIIIIIIIIIIIIIIIIIIIIIIIIIIt FLEXIBLE DUCT FLEXIBLE DUCT CONNECTION .... INTERNALLY INSULATED (LINED) DUCT rMANUAL VOLUME DAMPER n L BACKDRAFT DAMPER, ELEVATION & PLAN DUCT UP IN DIRECTION OF ARROW DUCT WITH FIRE WRAP, 2HR UON REPRESENTATIVE (SEE SPECIFICATIONS DUCT FITTINGS FOR REQUIREMENTS) 140 24x24 ROUND TO RECTANGULAR TRANSITION ELBOW WITH TURNING VANES iJJ RADIUS ELBOW JBOOT TAP 45 DEGREE TAP CONICAL TAP WM g . PAIR OF PANTS 4 DIFFUSERS C CEILING SLOT DIFFUSER CEILING SUPPLY DIFFUSER CEILING EXHAUST/RETURN GRILLE PLENUM RETURN GRILLE IWALL OR DUCT DIFFUSER OR GRILLE t I FLOOR GRILLE 0 SWIRL DIFFUSER GENERAL SENSORS 0'-01/8" SD OS DATUM OR POINT OF CONNECTION DOOR LOUVER DOOR UNDERCUT RETURN/EXHAUST AIRFLOW ARROW POINTING IN DIRECTION OF AIRFLOW SUPPLY AIRFLOW ARROW POINTING IN DIRECTION OF AIRFLOW DUCT SMOKE DETECTOR ROOM THERMOSTAT/SENSOR HUMIDITY SENSOR PRESSURE SENSOR WINDOW SWITCH CO2 SENSOR OCCUPANCY SENSOR SENSOR LEADER DOT MARKS THE SENSOR LOCATION ELEVATION REFERENCE T+9' 10" T-EL+25'0" B+9'10" B-EL+25'0" CL+9'10" CL-EL+25'0" [W24X162 B+10'61 TOP OF DUCT, PIPE, GRILLE AT 9'10" AFF TOP OF DUCT, PIPE, GRILLE AT 25'0" ABOVE 0'0" DATUM ELEVATION BOTTOM OF DUCT, PIPE, GRILLE AT 9'10" AFF BOTTOM OF DUCT, PIPE, GRILLE AT 25'0" ABOVE REF ELEVATION CENTER LINE OF DUCT, PIPE, GRILLE AT 9'10" ABOVE REF ELEVATION CENTER LINE OF DUCT, PIPE, GRILLE AT 25'0" ABOVE REF ELEVATION BOTTOM OF BEAM (STRUCTURE) AT THIS EXACT LOCATION BOTTOM OF BEAM (STRUCTURE) ALONG LENGTH OF BEAM ELEVATIONS PROVIDED FOR REFERENCE ONLY - FINAL ELEVATIONS AND COORDINATION ARE THE RESPONSIBILITY OF THE CONTRACTOR EQUIPMENT SINGLE DUCT VAV BOX DUAL DUCT VAV BOX VERTICAL FIRE SMOKE DAMPER ACCESS CLEARANCE CONTROLLER REHEAT COIL (IF PRESENT) INLET ACCESS CLEARANCE (EACH SIDE) CONTROLLER (EACH SIDE) OUTLET INLETS FLOW ARROW (IN DIRECTION OF AIRFLOW) MOTOR SECOND MOTOR FOR LARGE FSDs HORIZONTAL FIRE SMOKE DAMPER CONTROL DAMPER MOTOR FLOW ARROW (IN DIRECTION OF AIRFLOW) DAMPER MOTOR SUSPENDED NATURAL VENTILATION INDICATOR LIGHT VARIABLE SPEED DRIVE n DIRECTION LIGHT IS FACING DIRECTION LIGHT IS FACING IF TWO SIDED CLEARANCE FRONT OF VARIABLE SPEED DRIVE VARIABLE SPEED DRIVE MECHANICAL PIPING ;•< BEHI da w DPT _E _L Etr-- BALL VALVE BUTTERFLY VALVE CALIBRATED BALANCE VALVE FLOW CONTROL VALVE GLOBE VALVE GATE VALVE CHECK VALVE STOP COCK VALVE PRESSURE REDUCING VALVE PRESSURE SUSTAINING VALVE 3-WAY AUTOMATIC CONTROL VALVE 2-WAY AUTOMATIC CONTROL VALVE SAFETY RELIEF VALVE TEE ELBOW TWIN SPHERE FLEX CONNECTION FLEXIBLE CONNECTION (METALLIC) SUCTION DIFFUSER W/ STRAINER & H.B. POINT OF CONNECTION WYE STRAINER STRAINER W/ BLOW OFF H.B. TRIPLE DUTY VALVE FLOW SWITCH DIFFERENTIAL PRESSURE TRANSMITTER PRESSURE GAUGE THERMOMETER THERMO WELL W/ TEMP SENSOR TEST FITTING (PETE'S PLUG) MANUAL AIR VENT AUTOMATIC AIR VENT FLOW METER EXPANSION JOINT PIPE ANCHOR ALIGNMENT GUIDE FLANGED JOINT/BLIND FLANGE UNION CONCENTRIC REDUCER ECCENTRIC REDUCER PIPE CAP PIPE BREAK PIPE UP PIPE DOWN FLOW DIRECTION ARROW SUPPLY PIPE (CONTINUOUS LINE) RETURN PIPE TAGS FIRE SMOKE DAMPER & FIRE DAMPER FSD FF-XX 74 x 18 A GRILLE OR DIFFUSER CALLOUT NECK SIZE SECTION MARK EQUIPMENT TAG VAV BOX TAG KVAV 1234 TAG (FSD OR FD) FLOOR NUMBER UNIQUE IDENTIFIER FSD TYPE HEIGHT WIDTH TYPE NOMINAL SIZE NECK SIZE CFM SECTION NUMBER SHEET NUMBER TAG UNIQUE IDENTIFIER TAG (VC - COOLING ONLY) (VR - REHEAT) (FPP - PARALLEL FAN POWERED) (FPS - SERIES FAN POWERED) UNIQUE IDENTIFIER FLOOR NUMBER AIR HANDLING UNIT NUMBER MECHANICAL EQUIPMENT COLOR LEGEND (FOR DRAWINGS IN COLOR) SUPPLY DUCT RETURN DUCT EXHAUST DUCT OUTSIDE AIR SUPPLY DUCT FSD (FIRE/SMOKE DAMPER) OTHER MECHANICAL EQUIPMENT CHILLED WATER PIPING HOT WATER PIPING CONDENSER WATER PIPING PHASING EXISTING SINGLE LINE DOUBLE LINE ISOMETRIC DEMOLITION — E__.___-_-x — SINGLE LINE DOUBLE LINE ISOMETRIC NEW CONSTRUCTION SINGLE LINE DOUBLE LINE ISOMETRIC I 1 VR VARIABLE VOLUME REHEAT W WIDTH IN/ WITH W.A.P. WALL ACCESS PANEL WPD WATER PRESSURE DROP IN FEET WATER COLUMN ABBREVIATIONS ABBREVIATION DESCRIPTION 0 ROUND 4) PHASE (E) EXISTING (N) NEW (R) RELOCATED ABBR. ABBREVIATION ABS ABSOLUTE AF AIRFOIL AFF ABOVE FINISHED FLOOR Al ANALOG INPUT AO ANALOG OUTPUT AP ACCESS PANEL APD AIR PRESSURE DROP IN INCHES WATER COLUMN B+ BOTTOM ELEVATION BD BELT DRIVE BDD BACK DRAFT DAMPER BF BOTTOM FLAT BHP BRAKE HORSEPOWER BP BEAM PENETRATION C.A. COMBUSTION AIR CAP CAPACITY CAP STAGE CAPACITY STAGES C.A.P. CEILING ACCESS PANEL CARTR CARTRIDGE CENTR CENTRIFUGAL CFF CAP FOR FUTURE CFM CUBIC FEET PER MINUTE CHOR CHANGEOVER RETURN CHOS CHANGEOVER SUPPLY CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CL CENTERLINE CLG CEILING CO CARBON MONOXIDE CO2 CARBON DIOXIDE COMP COMPRESSOR COP COEFFICIENT OF PERFORMANCE CCWR CLOSED CONDENSER WATER RETURN CCWS CLOSED CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DD DIRECT DRIVE DEFL DEFLECTION DELTA P DIFFERENTIAL PRESSURE DI DIGITAL INPUT DL DRAIN LINE DO DIGITAL OUTPUT DPS DIFFERENTIAL PRESSURE SWITCH DPT DIFFERENTIAL PRESSURE TRANSMITTER/TRANSDUCER E.A. EXHAUST AIR E-PWR EMERGENCY POWER ECM ELECTRICALLY COMMUTATED MOTOR EDB ENTERING DRY BULB TEMPERATURE EER ENERGY EFFICIENCY RATING EFF EFFICIENCY ET EXPANSION TANK ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB TEMPERATURE EWT ENTERING WATER TEMPERATURE FAS FIRE ALARM SYSTEM FD FIRE DAMPER FF FOULING FACTOR FPI FINS PER INCH FPF FINS PER FOOT FPM FEET PER MINUTE FPP FAN POWERED PARALLEL VAV BOX FPS FAN POWERED SERIES VAV BOX FSD FIRE SMOKE DAMPER FT FEET FT2 SQUARE FEET GPM GALLONS PER MINUTE H HEIGHT H.B. HOSE BIB HEAD PRESSURE RISE IN FEET OF WATER COLUMN HP HORSEPOWER HRR HEAT RECOVERY RETURN HRS HEAT RECOVERY SUPPLY HS HUMIDITY SENSOR HWR / HHWR HOT WATER RETURN / HEATING HOT WATER RETURN HWS / HHWS HOT WATER SUPPLY / HEATING HOT WATER SUPPLY HX HEAT EXCHANGER ID INSIDE DIMENSION IN INCHES IN WC INCHES OF WATER COLUMN IPLV INTEGRATED PART LOAD VALUE KBH 1,000 BTU/H KW KILOWATTS LDB LEAVING DRY BULB TEMPERATURE LWB LEAVING WET BULB TEMPERATURE LINT LEAVING WATER TEMPERATURE MANUF MANUFACTURER MCA MINIMUM CIRCUIT AMPS MOCP MAXIMUM OVERCURRENT PROTECTION MED MEDIUM MERV MINIMUM EFFICIENCY REPORTING VALUE MIN MINIMUM MIN OA MINIMUM OUTDOOR AIR CFM MOD MODULATING CAPACITY CONTROL N.C. NORMALLY CLOSED N.O. NORMALLY OPEN NPLV NON-STANDARD PART LOAD VALUE O.F. OVER FLOW O-PWR OPTIONAL STANDBY POWER OA OUTSIDE AIR OADB OUTDOOR AIR DRY BULB TEMPERATURE OAWB OUTDOOR AIR WET BULB TEMPERATURE OD OUTSIDE DIMENSION OCC OCCUPIED OP WT OPERATING WEIGHT P.O.C. POINT OF CONNECTION P.C. PLUMBING CONTRACTOR PD PRESSURE DROP PRESS PRESSURE PROP PROPELLER PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH, ABSOLUTE PSIG POUNDS PER SQUARE INCH, GAUGE QTY QUANTITY QTY@HxL QUANTITY AT HEIGHT BY LENGTH R.A. RETURN AIR RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE REFR REFRIGERANT S.A. SUPPLY AIR S.A.D. SEE ARCHITECTURAL DRAWINGS S.M. SHEET METAL S-PWR STANDBY POWER (LEGALLY REQUIRED) SCT SATURATED CONDENSING TEMPERATURE SD SMOKE DETECTOR SENS SENSIBLE SST SATURATED SUCTION TEMPERATURE ST STORAGE TANK T+ TOP ELEVATION TF TOP FLAT TS TEMPERATURE SENSOR TSP TOTAL STATIC PRESSURE TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLTS VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE VC VARIABLE VOLUME COOLING ONLY CLIENT R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland. CA 94607 Contractor OVERAAt Construction C Drawing Title HVAC LEGENDS AND ABBREVIATIONS Drawing No. O-MO.O1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 251 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT R P O N M L SCHEDULED PARTITION FOAM CYLINDER BACKER ROD, AS REQUIRED DUCT OR PIPE WITH INSULATION AS SPECIFIED 10MYititilitiYMMI OI( 101WOMOMW4W01( NON -HARDENING RESILIENT SEALANT GENERAL NOTES: FOR BLOCKWORK / CONCRETE WALLS, MORTAR TO SLEEVE AT FULL DEPTH OF PARTITION NON HARDENING RESILIENT SEALANT z STEEL SLEEVE FIBERGLASS 2 PCF TO 3PCF PACKED AND COMPRESSED TO FULL DEPTH ALTERNATE -EXPANDABLE FOAM 1. DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING. 2. IN BLOCKWORK PARTITIONS, THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE. MINIMUM THICKNESS 1/16 INCH. O GREATER THAN 3" DUCT & PIPE PENETRATION FOR SOUND -ISOLATING WALLS FLEXIBLE CONNECTION SPRING ANC NEOPRENE HANGER NOTE: INSTALL HANGER TO AVOID CONTACT BETWEEN ROD AN FAN COIL UNIT HOUSING K I © DUCTED FANS J H G F E D C B A SCHEDULED PARTITION DUCT OR PIPE WITH INSULATION AS SPECIFIED »»))) ((««; GENERAL NOTES: FOR BLOCKWORK / CONCRETE WALLS, MORTAR TO SLEEVE AT FULL DEPTH OF PARTITION 1/4" GAP SEALED WITH ACOUSTICAL CAULK STEEL SLEEVE 1. DUCT AND PIPE SUPPORTS TO BE SPACED SUFFICIENTLY FROM PARTITION LINE TO ALLOW ACCESS FOR INSTALLATION AND SEALING. 2. IN BLOCKWORK PARTITIONS, THICKNESS OF STEEL SLEEVE TO BE SUFFICIENT TO SUPPORT MORTAR ABOVE. MINIMUM THICKNESS 1/16 INCH. LESS THAN 3" DUCT & PIPE PENETRATION FOR SOUND -ISOLATING WALLS PREMANUFACTURED CURB WITH EXHAUST FAN MANUF. RECOMMENDED OPENING SIZE O EXHAUST FAN ATTACH PER MANUFACTURERS RECOMENDATION DUTCWORK SIZE = DAMPER SIZE AS RECOMMENDED BY MANUFACTURER U.O.N. O L SOUND BOOT MIN LENGTH IN EACH DIMENSTION EQUAL TO DIAGONAL AT FACE OF DUCT 1" LINING UON F- w _ OPEN TOP. OPENING WIDTH EQUAL TO HEIGHT. ® SOUND BOOT 1" LINING UON F_ 0 w ACOUSTICAL FLEX DUCT LAY -IN DIFFUSER "PLASTER FRAME" FASTENED TO GYP. CELING \A '111— WIRE RESTRAINTS ATTACHED TO STRUCTURE ABOVE PER CODE 5 REMOVABLE AIR OUTLET AT GYP. CEILING VOLUME DAMPER WITHIN 5 FEET REMOVABLE AIR OUTLET FOR ACCESS TO VOLUME DAMPER GYP CEILING R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title HVAC DETAILS Drawing No. O-M4.O1 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT LINEAR SLOT DIFFUSER DISTRIBUTION, TYP. OHVAC PLAN - CLASSROOM BUILDING 3/16" =11-0" /ice. II 11 PROVIDE MIN. 10' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU DOOR SWITCH 1 IIINI IIMII PROVIDE MIN. 5' BOOT WITH 1" INTERNAL FIBROUS LINING UPSTREAM OF FCU 8"0 T+11'-5" B+10'-9" PROVIDE BOOT WITH 1' INTERNAL FIBROUS LINING UPSTREAM OF FCU, TYP. o-(1)� 111111111 I D D I 0 U SOUND BOOT 24"x12"x60" OD LINEAR SLOT RETURN, TYP. 6"0 T+11'-4" B+10'-10" 12"x12" OD 1" LN T+13'-6" B+12'-6" i ° //i/ //r. WRAP WITH 1" \ FIBERGLASS AND 1 PSF MASS LOAD INYL 20"x12" RETURN AIR TRANSFER SLEEVE\ LINEAR SLOT DIFFUSER DISTRIBUTION, TYP. LINEAR SLOT RETURN, TYP. WSG-56 1100 36x8 36x8 20"x12" RETURN AIR TRANSFER SLEEVE PROVIDE MIN. 5' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU 11100 WSG-56 VAV 1.4 — PROVIDE MIN. 5' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU 16"0 T+11'-8" B+10'-4" -ri�si_�..Il�llr LINEAR SLOT DIFFUSER DISTRIBUTION, TYP. L SOUND BOOT L SOUND BQOT 10"x10"x24" OD 10"x10"x24" OD 12x12 10"0 T+12'-10 1/2" B+12'-01 /2" 16"x16" OD 1" LN L SOUND BOOT 1 u"x10"x24" OD LINEAR SLOT RETURN, TYP. 20"x12" T+11'-7" B+10'-7" 24x24 195 10x6 I 24x24 16"0 T+11'-11" B+10'-7" /14 10"x8" T+11'-4" B+10'-8" y %/- /// /// %// 24x24 /%✓/ i// / 8"0 T+11'-5" B+10'-9" DEGE40-24 16x8x240 DEGE40-24 16x8x240 14"x20" 20" x 12" WSG-14 L SOUND 12"x12"x3 24x24 L SOUND BOOT L SOUND BOOT 14"x16"x36" OD L SOUND BOOT 12"x10"x24" OD 1 12"x12"x24" OD o- YYYY) 15 PROVIDE MIN. 5' DUCT WITH 1" `" INTERNAL FIBROUS LINING UPSTREAM OF FAN L SOUND BOOT 12"x12"x36" OD II I'I II I I I''b1 I II I I I I I I 1 11 I I I I I I I I I I I III 22x22 445 24x24 CEP-6 24x24 120 L SOUND BOOT 10"x10"x36" OD DRYER EXHAUST, COORDINATE DUCT SIZE WITH MANUF. 22x22 24x24 PROVIDE BOOT WITH 1" / INTERNAL FIBROUS LINING II II UPSTREAM OF FCU 22x22 PROVIDE MIN. 5' OF 1" INTERNAL FIBROUS LINING DOWNSTREAM OF FCU WSG-27 540 16x8 16x8 WSG-27 WSG-27 24x24 /////a%// ',IIIIIIIIIIIIIIIIIIIIIIII 8"0 T+11'-7" B+10'-11" CEP-4 145 80 24x24 CEP-4 200 80 24x24 L SOUND BOOT 14"x16"x30" OD WSG-27 500116x8I16x8 WRG-59 24x12 TYP OF 2 8"0 T+11'-7" B+10'-11" 24x12 17"x13 1/2' T+10'-6 1/2" B+9'-5 1/2" FD 196 17" x 131 /2" A L SOUND BOOT 12"x12"x30" OD 5ITcP 24"x12" T+10'-6" B+9'-6" DOOR SWITCH EVAPORATOR DISCHARGE DUCTED TO ELECTRICAL ROOM LOUVERED DOOR i ice/ 000o0(bc AbH)o��oo��oo 15 U 1.8 PROJECT NORTH 1.E 1D ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title LEVEL 1 HVAC FLOOR PLAN - CLASSROOM BUILDING Drawing No. 1 -M2.01 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT r 11 � 1 1 1 1 1_ 1 1 11 I I I 1 1 1 LI 1 I I I IIIII g IIIIIIIIII 0 I I 1 I I I I I I I I I I I � I 1 1 1 1_ 1 1 I I I I I I I I I I I I I I I I I g I I I I I I I I I I 0 1 1 1 1 1 I I I I I I I I I I 1.2 ROOF HVAC PLAN - CLASSROOM BUILDING 3/16" =1'-0" 1.4 [MIN=1=MIN=1=MIN=1=MI ■I■= 1=■I■EMI=■I■= 1=■1 15 �.7 El 8 f PROJECT NORTH 1. E 1D 1.B/ ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title ROOF HVAC PLAN - CLASSROOM BUILDING Drawing No. 1 -M2.02 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CLIENT C2 CEP-1 75 6 12x12 CEP-1 75 6 12x12 HVAC PLAN - SCBA BUILDING -0- UP TO EF-3.1 3/8" = 1'-0" HVAC ROOF PLAN - SCBA BUILDING 3/8" = 1'-0" ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 0 Salas O'Brien salasobrien.com 408-282-1500 SAN JOSE 305 SOUTH 11TH STREET SAN JOSE, CA 95122-2218 Project Number: 2402712 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Drawing Title HVAC FLOOR PLAN - SCBA BUILDING Drawing No. 3-M2.O1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 11 11 10 7 6 5 4 3 2 CLIENT GENERAL 1. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE W/ NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, LOCAL CODES, ORDINANCES, AND REQUIREMENTS OF UTILITY COMPANIES FURNISHING SERVICES TO INSTALLATION. 2. PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR, OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND DETERMINE CONDITIONS WHICH MAY AFFECT BID. ANY ITEMS NOT FULLY UNDERSTOOD SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING. 4. "REF" INDICATIONS DENOTE WORK COVERED ELSEWHERE (ARCHITECTURAL, STRUCTURAL, OR MECHANICAL). 5. WHEREVER THE WORD "PROVIDE" IS USED, IT MEANS FURNISH AND INSTALL COMPLETE AND READY FOR USE. 6. PROVIDE CONDUCTORS AND RACEWAYS PER NATIONAL ELECTRICAL CODE. MATERIALS AND METHODS 7. PROVIDE RACEWAY AND WIRING AS NOTED, ROUTED CONCEALED WITHIN BUILDING STRUCTURE WHEREVER POSSIBLE (EXCEPTIONS INCLUDE GARAGE & BOH/UTILITY ROOMS). ANY EXPOSED WIRING IS TO BE SENT AS AN RFI FOR OWNER, ARCHITECT, & ENGINEER REVIEW. 8. WIRING: MINIMUM TO BE #12 AWG WIRE IN COMMON AREAS; #14 ALLOWED WITHIN DWELLING UNITS ONLY. NON-METALLIC CABLE (ROMEX) IS ALLOWED IN TYPE III OR V CONSTRUCTION ONLY, INSTALLED PER NEC. 9. WIRING: UNLESS OTHERWISE NOTED, UPSIZE BRANCH CIRCUITS AS NECESSARY TO LIMIT VOLTAGE DROP TO 2% MAXIMUM. 10. WIRING: POWER WIRING SHALL BE COPPER, THWN/THHN, INSULATED FOR 600V. ALUMINUM CONDUCTORS ARE PERMITTED FOR FEEDERS 100 AMPS OR LARGER. IF CHANGING TO GENERAL NOTES ALUMINUM, INCREASE WIRE AND CONDUIT SIZE TO EQUAL OR EXCEED DESIGNED COPPER RATING (INCLUDING GROUND). 11. DISCONNECTS: 11.1. PROVIDE DISCONNECTS (FUSED AND UNFUSED) AS SHOWN AND REQUIRED BY CODE FOR EQUIPMENT FURNISHED UNDER ELECTRICAL AND MECHANICAL SCOPES OF WORK. REFER TO COORDINATION MATRIX. 11.2. INDOOR DISCONNECTS: ALLOWED TO BE INSTALLED ABOVE A CEILING PER 404.8 EX:2. PROVIDE ACCESS PANEL MINIMUM 22" X 22" PER 110.26(A)(4). 12. SUPPORT: SUPPORT LIGHT FIXTURES FROM BUILDING STRUCTURE. DO NOT SUPPORT FIXTURES FROM SUSPENDED CEILING. 13. LABELS: ENCLOSURES FOR ELECTRICAL PANELS, TIME SWITCHES, DISCONNECTS, STARTERS, CONTACTORS, PULL BOXES, ETC. SHALL BE PERMANENTLY LABELED TO IDENTIFY THEIR DESIGNATION OR UNIT SERVED. PANEL SCHEDULES MUST BE TYPED. PROVIDE NEW LABELS FOR ANY EXISTING WORK REDONE. 14. PAINTING: ELECTRICAL ENCLOSURES SHALL BE PAINTED TO MATCH ADJACENT WALL. 15. COVERPLATES: PROVIDE AS FOLLOWS, SUBMIT SAMPLE OF EACH FOR APPROVAL: 15.1. COMMERCIAL KITCHENS: STAINLESS STEEL SWITCH PLATES, WITH BLACK DEVICES. 15.2. ALL OTHER AREAS: WHITE COLOR PLASTIC. 16. OUTLET BOXES SHALL NOT BE INSTALLED BACK TO BACK. NEUTRALS 17. AT CONTRACTORS DISCRETION, NEUTRALS MAY BE SHARED ON COMBINED HOMERUNS UNLESS THE CIRCUIT HAS A GFCI OR AFCI BREAKER, AN ISOLATED GROUND, OR IS FROM A PANEL WITH SPD (TVSS) PROTECTION. ANY NEUTRAL DOWNSTREAM FROM A DIMMER SHALL BE DEDICATED TO THE DIMMED LOAD. LIGHTING 18. PROVIDE LIGHT FIXTURES W/ PROPER FITTING FLANGES, MOUNTING SUPPORTS, AND ACCESSORY ITEMS UL LISTED FOR CONDITIONS OF USE. 19. LOW VOLTAGE LIGHTING 19.1. PROVIDE LOW VOLTAGE TRANSFORMERS IN NEARBY ACCESSIBLE CEILING SPACE. 19.2. PROVIDE LOW VOLTAGE CONDUCTORS SIZED PER MANUFACTURER'S GUIDELINES TO MINIMIZE VOLTAGE DROP. LIGHTING CONTROL 20. THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A TWENTY AMPERE CIRCUIT LOADED TO EIGHTY PERCENT. A MASTER CONTROL MAY BE INSTALLED, PROVIDED THE INDIVIDUAL SWITCHES RETAIN THEIR CAPABILITY TO FUNCTION INDEPENDENTLY. 21. EXIT SIGNS, BATTERY BALLASTS, & EMERGENCY FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED LEG OF THE DESIGNATED CIRCUIT. 22. ALL LIGHTING SWITCHES SHALL BE MOUNTED WITH TOP OF SWITCH AT 48" AFF, OR 44" AFF IF OVER OBSTRUCTION. MISCELLANEOUS 23. PROVIDE STANDARD OUTLETS AND SWITCHES THROUGHOUT. 24. PROVIDE ALL NECESSARY FIRE CAULKING & FIRE STOPPING FOR ALL ELECTRICAL EQUIPMENT. 25. TAMPER RESISTANT RECEPTACLES ARE REQUIRED FOR ALL 15A AND 20A 120V RECEPTACLES LOCATED IN DWELLING UNITS. ( ## ) LIGHT FIXTURE CALLOUT 1-0 ® ILLUMINATED EXIT SIGN, ARROWS AS INDICATED $3 $4 $T sa $OS OS e eGS O GFCI LEGEND Eci SINGLE POLE, SINGLE THROW LIGHT SWITCH, 20A (WP = WEATHERPROOF COVER) THREE-WAY LIGHT SWITCH, 20A FOUR-WAY LIGHT SWITCH, 20A TIMER SWITCH DIMMER SWITCH SWITCH, SINGLE POLE; WITH SWITCHING SUBSCRIPT 'a' OCCUPANCY SENSOR, WALL MOUNTED OCCUPANCY SENSOR, CEILING MOUNTED SINGLE RECEPTACLE, GROUNDED GAS STOVE SIMPLEX RECEPTACLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, 1/2 HOT DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTION (GFCI) DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTION (GFCI) LOCATED ABOVE COUNTER QUAD RECEPTACLE, GROUNDED 1 4 O PC WP GFCI TELEVISION CABLE OUTLET TELEPHONE OUTLET, MOUNTED AT 18" UNLESS OTHERWISE INDICATED DATA OUTLET, MOUNTED AT 18" UNLESS OTHERWISE INDICATED TELEPHONE & DATA OUTLET IN DUPLEX BOX SINGLE GANG JBOX WITH 1 DATA AND 1 TV OUTLET PANELBOARD THERMOSTAT MOTOR CONNECTION SPECIAL PURPOSE RECEPTACLE AS NOTED PHOTOELECTRIC SMOKE ALARM (120V IN APARTMENT UNITS, POWERED BY FIRE ALARM SYSTEM ELSEWHERE) COMBINATION SMOKE & CARBON MONOXIDE ALARM (120V IN APARTMENT UNITS, POWERED BY FIRE ALARM SYSTEM ELSEWHERE) THERMOSTAT PHOTOCELL DUPLEX RECEPTACLE, GFCI WITH WEATHERPROOF COVER EXTRA DUTY AND WEATHER RESISTANT RECEPTACLE FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE qRViCts, Cr: II OF N ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 CODES ABBREVIATIONS CODES: • CALIFORNIA ELECTRIC CODE 2022 • CALIFORNIA BUILDING CODE 2022 • CALIFORNIA FIRE CODE 2022 • NATIONAL ELECTRIC CODE 2020 • CALIFORNIA TITLE-24 ENERGY CODE 2022 A AC AFF AL AMP AWG CEC CKT CO CLG CT Cu DISP DN DW EXIST EF ELEC EMT ENT EQUIP FLR GEC GFCI GND GRS H HP HPWH AMPERE ALTERNATING CURRENT, ABOVE COUNTER ABOVE FINISHED FLOOR ALUMINUM AMPERE AMERICAN WIRE GAUGE CALIFORNIA ELECTRICAL CODE CIRCUIT CARBON MONOXIDE CEILING CURRENT TRANSFORMER COPPER GARBAGE DISPOSAL DOWN DISHWASHER EXISTING EXHAUST FAN ELECTRICAL ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING EQUIPMENT FLOOR GROUNDING ELECTRODE CONDUCTOR GROUND FAULT CIRCUIT INTERRUPTER GROUND GALVANIZED RIGID STEEL HOOD HORSEPOWER HEAT PUMP WATER HEATERS KW LTG MIN MPOE N NEC N TS OS PC PVC PWR RECEPT ROMEX SD TYP UG V VS W WP W/ KILOWATT LIGHTING MINIMUM MAIN POINT OF ENTRY NEUTRAL NATIONAL ELECTRICAL CODE (NFPA-70) NOT TO SCALE OCCUPANCY SENSOR PHOTOCELL POLYVINYL CHLORIDE POWER RECEPTACLE ELECTRICAL NM CABLE SMOKE DETECTOR TYPICAL UNDERGROUND VOLTS VACANCY SENSOR WATTS WEATHERPROOF WITH DRAWING INDEX DWG DESCRIPTION INCLUDED IN SET SHEETS WITH REVISIONS � o CO CI E0.00 GENERAL NOTES, SHEET INDEX, LEGEND, ABBREV. • E0.01 LUMINAIRE SCHEDULE • E0.02 ONELINE DIAGRAM • E1.10 SITE LIGHTING PLAN • E1.11 SITE PHOTOMETRIC CALCULATIONS • E1.12 SITE POWER PLAN • 1-E2.10 CLASSROOM LIGHTING • 1-E2.11 CLASSROOM POWER • 2-E2.10 TRAINING TOWER - LIGHTING/POWER • 3-E2.10 SCBA - LIGHTING/POWER • EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 ilill425-741-1200 tel / 1201 fax 111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor Construction C Drawing Title GENERAL NOTES, SHEET INDEX, LEGEND Drawing No. EO.00 A SKA Project Number: 24702 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DWG\O-E0-00 COVER.DWG 09-30-2024 10:31 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 4 d • d 4 d 4 • 4' 6- 4 • 4 4 4 4 4 ` ' 4d -4 4 -4 4 d 4 6 2< �10T) <E10 )x12-' 14 4' 4- ' - 4 d 4 • 4-- • u 4 111 iiiill d a 13 , 4 ' d :4 , -4 -4 d 4 4' -4 - 4 <d 4 _ > d 4 ' 4 - - '4 12 d 4 4 o d d- 4 4 - 11 d 4 d, 4 • ' • d 4 - 4 Q 4 _ - 4 44 - d 4 4 - EAN A08 CLEA AIR/ CLEAN AIR/ ` 10 4 4 1 I ' 4 E I �Lud IJ yl�1�i 1'�`_%i1 - rr/ 1.r i 1 ,/Lr, (,• '<;Ir',�,r/-)'r/7I4, Ir ' ,t, / /J•(. Ay -A r - r 4`< • —d '4 n c - i MODIFIED LOCATION TO MEET 1.OFC 4 d _4° 4 4 d d` 4 4 4 4 d , 4 ' _5 d -0 4 9 Old PG&E XFMR a, -d 4 4 4 d 8 4 4 d' 7 GLEASON DRIVE SITE LIGHTING 4 d d4 4, 4 4 d 4- 4 4 d 42 4 4 d 6 SCALE: 1" = 20' 5 4 (E) FIRE STATION CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 gill425-741-1200 tel / 1201 fax EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title SITE LIGHTING PLAN Drawing No. E1.10 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DWG\0-E1-10 SITE LTG.DWG 09-30-2024 10:30 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 SKA Project Number: 24702 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 i 14 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0 0.1 • 2_ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13 12 11 10 9 8 0.1 0.2 0.4 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.4 0.2 0.-7 1.3 •d 4 " 0.9, ,1.7 4 Ia a '2:3 0.4 0.1 0.1 0.0 2.2° . 1p2 4- d 0.7 d _ • Q.2 U .-0.1iM.1 .17-440.1 0.1 '0:1 d 0.0 0.0 0.1 0.1 O. 1.0 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.4 0.9 0.3 0.4 0.5 0.5 0.4 0.2 0.2 0.2 0.3 d 2.0 1.0 0.7 1.0 1.2 1.2 1.0 0.7 0.4 0.4 0.4 2.4 1.2 1.1 1.8 2.5 2.5 1.8 1.0 0.9 0.8 0.8 0 2.6 1.2 1 9 1.6 1.4 Fa 3 ICE 3 4 2.5 1.9 6 8 3.2 2.2 5 3 2.9 2.1 7:3 7.6 8.8 7.8 7.5 5.0 3:4 2 a 4:3"- 5.0 4 3.3 2.5 2.8 _ 2. d C" 2.4 ' -`145 1..,1 • 4,1 .84 0.94 '-1) 1 . • - 4a n 4. _`4 - 1.9" 4 1.7:4 a - 0.4- -0.4 4 1_,1 _ 4 d, _44 4 , 7 4 0.8 ,d d 4 4 4 0:7-. a 14.5.'-4:3 40.9,,4Q6.7 • 0.3= 0.1 0.1 \ _4 0.1 01 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.3. 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.5 1 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.5 1 0.9 0.7 0.5 0.4 0.3 0.1 1.0 0.7 0.5 0.3 0.1 0.1 2.4 1.9 1.3 0.9 0.6 0.3 0.2 0.1 3.4 2.2 1.5 1.0 0.6 0.4 0.2 0.2 3.0 2.1 . 0.7 0.4 3.4 0.9 4 d d4.0 d. 0 1101 i_i■ .4 ■■■■■■■■■■■■i■■■��■■■■■■■i■�■■■■■■■i■■■■■■■■� i=Mlll■■ ■■■ \■■■■WJ■■■Aii■■■■=■■■■■■■■■■■■■■■==■■■■■■■■■=■■■■■■■■■■■■■■■■I n•ii _ 9JP,BM1G!IIEM,ilIAI:;tie■IBEEMOINIMENVI`l■■■I>Iv.■■■Iy=E11V.■■■I> A=11tL!■■■OIK■■■Ow.■■■11 1.3 1.2 1.3 0.8 14- .4 0.9 4.4 3.5 1:6; -2." 4, d _ 4 - 0.3 .-'Q d 4. 12.9 24'. 1:0 0.5 1 0.5 1 0.5 1. 0.6 1. 0.7 1 1`fik,Q4 0 1.0- 1.2- 1.9 3.9 -6.0 , 5.8 ,3.5 - .3 2 -'4.1".8 ,2-r., A i i--4 >> t (4,A '5.4, " 6=0 43.4 - 4C EA IR CLEA CLEAN A 1.5 d 4 d 4 d . 3.3 4'43. 1.0 1.5 8 1..5. 1.' 0%A i 0.5 '.5 0.7 1.0 1.5 1.4 GLEASON DRIVE • 4, - - 2.2 2.2 1.2 0.4 0 _ 2.7 4.- .4, 3:3 4 5.3 a 2.9 ' 4 4 4 °-2a1 ,d 4.1' d 4.4/4 ' 4 f 2i4 5.3 - 548 d - ` 1=.9, 6 u.i u.c 0.2 0.' 0.4 0.; 0.4 0.' 0.4 0.' 0.2 0.' 0.2 0.' 0.3 0.' 0.6 0.' 1.0 0.' 2.0 0.4 1.0 1.1 1.6 2.7 3.9 • 3.8 1 0.6 0.3 0.2 0.1 5 0. 0. 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.2 0.1 0.1 0.0 0.1 0.0 0.1 0.2 0.3 0.5 0.9 1.4 0.0 0.0 0.1 0.2 0.4 0.6 0.8 0.3 0.5 0.2 0.3 0.1 0.2 0.3 0.3 0.4 0.9 1.1 0.6 0.3 0.3 0.1 0.1 0.1 0.2 0.3 0.4 0.2 0.1 0.1 0.3 0.1 4 (E) FIRE STATION 0.3 0.1 0.4 0.6 1.1 1.0 0.2 0.3 0.4 0.4 0.5 0.2 0.3 0.1 0.6 0.2 0.1 (E) CHP SITE PHOTOMETRIC CALCULATIONS SCALE: 1" = 20' CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 111111 425-741-1200 tel / 1201 fax EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title SITE PHOTOMETRIC CALCULATIONS Drawing No. 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DW0\0-E1-11 SITE PH0T0METRICS.DWG 09-30-2024 10:30 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SKA Project Number: 24702 E1.11 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 4 d • 4 d 4 • 4' • 4 4 -6 4 =d 4 d 6 d0 4 d 4- d d p ' L 4 , d ' d d •d ,4 -4 , 4 4 4 d d 4 - -d 4 d 4' 4'- • u d 4 -4 1� uuIU 1■■I■■■\■■■■■ I • POLE MOUNTED �VICU r<V__� N 4 4- 4 <d 4 4 d 4 4 -4 4' d d 4 d d • d 4 : 4� , ° - `d n 4,4 .2 d P GFCI lak\m MAW& Maw_ 114 4 4 O p ¢ POLE MOUNTED RECEPT (TYP) 4 4 - - d' ' 4 d 4 QTED GFCI 4 d' r-- d 4_ 4 1, 4 d - 'n ■■ ■ EM ■■■■■■■■■■■■■■I EMMMMMMMMMEMMII■■■■■MMMIIMMMMII■■■■■■■t■■INMMMMMMMMM■1 d _ 4,4 4 444 ' d` 4 d d_ - d 4 II _ d .4 41i • •u.i■■In■■■■EN■■■■■■■■BE■■■©IIIIIM■■■■■■■■■■M■■■■■■■■EEMEM■■■■■■■■E■■■■■EMEME■■■i Aaili-i3Od c _ 4 d, Q' �.'"A d ad d a - EV C 0 RGING 8 d 4• 4 d 4 44_ 4 d` 4q d ° dl ' d _ d' 4 ° _,. 4 , _ 4, 2 d CLEAN AIR/ • 4 � 4 u a' 6 a, 4 EDICA FMR POWER 4 POLE MOUNTED a 4 4 _a d • 4 d _' - d ZL4. GLEASON DRIVE SITE PLAN SCALE: 1" = 20' d 50A 220V NEMA 3R PO AP PE UTL ATU OF 2 TA L FOR HAR di • 4 4 d 4 4 i - 4 4 d 4 4 ,\d 4 zr 4 MOTO GA1 POLE MOUNTED RECEPT (TYP) (E) FIRE STATION CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 EDWARD W. SCOTT ELECTRIC CO., INC. Lynnwood, WA 98036 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable @ 2024 Shah Kawasaki Architects Revision Number Project DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS Oakland, CA 94607 Contractor OVERAA Drawing Title SITE POWER PLAN Drawing No COPYRIGHT 2024, EMERALD CITY ENGINEERS, INe.).10 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 SKA Project Number: 24702 E1.12 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 3 2 CLIENT M 1.D 1.0 1.B 1.A I I I L 1.4 I A' 1�7 � I .0 � I.11 � I.O I 1 1 1 = Lya C f �1 J ,� .1.7 , EXW �. TRAII\II I �I III F8 ' F2 F2 ` AlEXW I -/ CLASSROOM LARGE _' F8 F8 I — —•EXW >�� 1-102 I .HIS _, I �� ` F2 F2 EXW _ , - .- - " - _� , I�1 � RC _F1A EXW ir ..:: Immo i 1 ii A F2 mmo Immo ' ms I.... 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SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 gill425-741-1200 tel / 1201 fax EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title CLASSROOM LIGHTING Drawing No. 1-E2.1O A SKA Project Number: 24702 11 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER \DWG\1-E2-10 CLASSROOM LTG.DWG 09-30-2024 10:29 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 5 4 3 2 �.E �.1 .....,_ ,=•L hill!! •Li j •= IIIIIII I I I__ I III IN 11 II1 I I Ili II111$ IT 1 1 II[� = li li = IT 1 (11 (I* 1uT II 1 1 . is II li li 1 1 1 ifI1 li III 1 1 11#� li1 � 1 M.- 1 if^..i (III II il (11 III la (III L I1 III[!ii- ili. TRAINING CLASSROOM -LARGE 1.1 LARGE CLASSROOM - STORAGE 1-102A CONFIRM INING CLASSROOM HEIGHT - SMALL POW FLU V BOX, ITH FLOOR ,1.2 (1.3 GFCI WP CONFIRM HEIGHT CONFIRM HEIGHT PUBLIC LOBBY RECEPTION AREA 1-100A ORRIDOR A 1-103A NITOR CLOSET 3LIC RESTROOM REFRIG +30" _OORBOX ITH POWER ATA STOVE HOOD MMONS/BREAKROO 1-100C MIN OPEN REA TRAINING D CHIEF 0 GEN OFFICE STORAGE 1-106B UTY FICE LOCKER ROOM (ALL GENDER) POWER CLASSROOM SCALE: 3/16" = 1'-0" TURNOUT ROOM EXTRACT CONFIRM IF POWERED HAND DRYERS LOCKER ROOM -(MALE 1-112A CORRIDOR C 1-103C CORRIDOR B TE 1-103EWA CONFIRM IF POWERED HAND DRYERS LOCKER ROOM (FEMALE) ABC COU COOLER FLOOR CI CLOCK +84" TELECOM/ . E RVER CONFIR REQUIREMENTS LEV X2 I I � HLA I '1HDA GFCI MECH. ROOM 1.2 1.3 1.4 1.5 1.6 1.7 1.8 .7-SAUNA GFCI EXERCISE/FITNESS ROOM 7-20A 220V GFCI WP ELEC. MAIN PANEL COVERED UTILITY YARD GENERATOR PORTABLE POWER FLAG NOTES: - 1.E LOCKERS: DUPLEX RECEPTACLE WITH TWO USB CHARGING PORTS. CONTROLLED RECEPTACLE, CONTROL 2 OF THE 4 PLUGS, PROVIDE PERMANENT LABELS. \ POWER SHEET NOTES: 1.D 1.0 1.B �.A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 gill425-741-1200 tel / 1201 fax 111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Drawing Title CLASSROOM POWER Drawing No. 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER\DWG\1-E2-11 CLASSROOM PWR.DWG 09-30-2024 10:29 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 SKA Project Number: 24702 1-2.11 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 3 2 R Q P O M L \21 7N N r .\ // N / N N , , \ N, ,\\ , \ \ \ , i N , N , x , N x N N/ K 1 11 DN OPEN ROOF SURFACE L J L H 2.1 G .A1 C A 2.1 2.3 �■'Ili �I':■11� r►11�M�II///////.M�4 FLOOR TRAINI 3 NG TOWER - LIC .HYING POWER SCALE: 3/1" 1'-0" ,2.2 2.3 2.4 2.A1 2.A FLOOR 4 TINING TOWER - LIG 2-402 STAIR #3-4F 2 40�FC CE >■WP SCALE 3/16" = 1'-0" / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN / Y / / / / //////// / /1 ATTIC 2-207 u DN UP / / / / / / / / / / / MOTEL ROOM 2-202 L / (2.4 / / / / / APARTMENT 2-206 / / / / / %///////// 1 / / / / / / / • / / / / / (2.B HALL 2-201 ////1 MOTEL ROOM 2-203 FLOOR 2 / STAIR #3-2F / / / MOTEL ROOM 2-204 / /////////Q ;lam i TRAINING TOWER - LIGHTING/POWER SCALE: 3/16" = 1'-0" 2.A1 (2A TRAILING TOWER - LIGHTING/POWER SCALE: 3/2 —,_o" G/POWER 4 lu • 1 d 1 1 1 1 UP L COMMERCIAL SPACE 2-101 4 23 r ----—11 —r111—TF—Ir7l I I II II I II II II II II II II I II II II II UP I I II II I II II II II II II I II II II II � JI——LJLJl-1L—IL II II II 1r----,1 II '1 —DISC—TA II XFMR II TLA IL—__—JI II II =—i F=—=�1 T—TA I 11 4 COMMERCIAL SPACE 2-102 NG TOWER - LIC .1 ° 2.2 -d 4 e' —71 -4 Li COMMERCIAL SPACE 2-103 HYING/POWER FLAG NOTES: SHEET NOTES: ,24 WP ■ 2. 2.B 2.A1 2.A CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 EDWARD W. SCOTT ELECTRIC CO., INC. 21705 Highway 29 Lynnwood, WA 98036 ilill425-741-1200 tel / 1201 fax 1111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor Construction Drawing Title TRAINING TOWER LIGHTING/POWER Drawing No 2-E2.1O COPYRIGHT 2024, EMERALD CITY EN, INEERS, INC. AFRENCH J:\2408-004 ALAMEDA 'AINING CENTER\ \ -E2-10 TRAINING 2.1 , 2.2 2.3 LTG-PWR.DWG 092(02024 10:28 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 - a 4 2 SKA Project Number: 24702 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 CLIENT (3.0 (3.B (3.A (3.0 (3.B (3.A SEE SITE PLAN FOR EXTERIOR I IGHTING //////////////// %//////////j- - ICE 3-104 �. RESTRaOM _ RESTROOM, SCBA ROOM �-' 3,103 3-1A2 ` 3-101 ' F7A OS / ////////////A) fP/////// 31 3.1 3.1 LIGHTING SCBA BLDG SCALE: 3/16" = 1'-0" COVERED SEATING AREA EXTER OR OUTLETS? POWER SCBA BLDG SCALE: 3/16" = 1'-0" 32 3.2 3.0 3.B (3.A MULTI —OUTLET STRIP, MOUNT ABOVE COUNTERTOP TO FACILITATE SCBA MONITOR BATTERY CHARGING. USE WIREMOL) AL2000 SERIES •R EQUAL, WITH OUTLETS AT 6—IN ON CENTER FEED WITH TWO CIRCUITS (3.0 3.B CBA COMPRESSOR HP,480V3P4W MOUNT ABOVE PANELS ,32 3.A FLAG NOTES: SHEET NOTES: OF N 44, ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 ED A RD W. scOTT ELECTRIC CO., INC. 241-1 Highway99 Lynnwood, WA/ 8036 1201 ilill 425-741-1200fe1/1201fax 111 EMERALD CITY ENGINEERS, INC NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor Construction Drawing Title SCBA LIGHTING/POWER Drawing No 3-2.10 A SKA Project Number: 24702 21 20 COPYRIGHT 2024, EMERALD CITY ENGINEERS, INC. AFRENCH J:\2408-004 ALAMEDA TRAINING CENTER \DWG\3-E2-10 SCBA LTG-PWR.DWG 09-30-2024 10:28 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT ABBREVIATIONS ISR-1 SINGLE CHAMBER SURFACE RACEWAY 3SR-2.5 THREE CHAMBER SURFACE RACEWAY A.D.A. AMERICANS WITH DISABILITIES ACT ADF AREA DISTRIBUTION FACILITY A.F.C. ABOVE FINISHED CEILING A.F.F. ABOVE FINISHED FLOOR ALT ALTERNATE A.M.F.F. ABOVE MEZZANINE FINISHED FLOOR BDF BUILDING DISTRIBUTION FACILITY B.F.C. BELOW FINISHED CEILING BLDG. BUILDING B.O.H. BACK OF HOUSE C. CONDUIT CAT. CATEGORY CBC CALIFORNIA BUILDING CODE CEC CALIFORNIA ELECTRICAL CODE COMM. COMMUNICATIONS C.L. CENTERLINE C.O. CONDUIT ONLY CONT. CONTINUATION CS COMMUNICATIONS SYSTEM (D) DEMOLISH EXISTING DED DEDUCTIVE ❑, DIA. DIAMETER DIV DIVISION (E) EXISTING EA. EACH EIA ELECTRONIC INDUSTRIES ASSOCIATION ELEV. ELEVATION E.O.L. END OF LINE EQPT. EQUIPMENT FIN FINISHED FUT FUTURE H.R. HOME RUN HT. HEIGHT J, JBOX JUNCTION BOX LAN LOCAL AREA NETWORK MATV MASTER ANTENNA TELEVISION MAX. MAXIMUM MIN. MINIMUM MOD. MODULAR MON. MONUMENT (N) NEW NEC NATIONAL ELECTRICAL CODE N.I.C. NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F.E. OWNER FURNISHED EQUIPMENT OPP. OPPOSITE PNL. PANEL PROJ. PROJECT RE: REFER TO REF. REFERENCE SIM. SIMILAR SM SINGLE MODE OPTICAL FIBER SN SHEET NOTE SP SHIELDED PAIR - SEE SPECIFICATIONS SPEC SPECIFICATION S.R. SURFACE RACEWAY STD STANDARD STP SHIELDED TWISTED PAIR T.C. TELECOMMUNICATIONS CLOSET TEL TELEPHONE TELCOM TELECOMMUNICATIONS TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION T-OPD TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY TP TWISTED PAIR TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED W/ WITH WP WEATHERPROOF MATERIAL & EQUIPMENT LEGEND 11D 1"INNERDUCT 21D 2" INNERDUCT C6PP CATEGORY 6 PATCH PANEL FOH-P FIBER OPTIC CABLE HYBRID, PLENUM RATED FOH-OPR FIBER OPTIC CABLE HYBRID, OUTSIDE PLANT RISER RATED FOM-OPR FIBER OPTIC CABLE, MULTI MODE OUTSIDE PLANT RISER RATED FOS-OPR FIBER OPTIC CABLE, SINGLE MODE OUTSIDE PLANT RISER RATED FPP FIBER PATCH PANEL FSC FIBER SPLICE CLOSURE FSP FIBER SPLICE PANEL FTB FIBER TERMINAL BOX IDF INTERMEDIATE DISTRIBUTION FACILITY IBTC IN -BUILDING TEL. CLOSURE. LP110TBXX LIGHTNING PROTECTOR, 110 TYPE. XX-NO. OF PAIR. MDF MAIN DISTRIBUTION FACILITY. MM MULTI MODE OPTICAL FIBER MMP6 MULTIMEDIA PLATE, UP TO 6 PORTS MPOE MINIMUM POINT OF ENTRY OSP OUTSIDE PLANT OTC OUTSIDE PLANT TEL. CLOSURE. SM SINGLE MODE OPTICAL FIBER TB15 TERMINAL BLOCK WITH 15 AMP SWITCH BLADE. T.C. TELECOMMUNICATIONS CLOSET T-IDW T-OPD UTP6-4 UTP6-4P UTP6-40P 110PWTBXX TEL. CABLE, INSIDE DISTRIBUTION WIRE TELEPHONE CABLE, OUTSIDE PLANT, DUCTWAY UNSHIELDED TWISTED PAIR, CAT. 6A UNSHIELDED TWISTED PAIR, CAT. 6 PLENUM UNSHIELDED TWISTED PAIR, CAT. 6A OUTSIDE PLANT 110 TERMINAL BLOCK, PRE -WIRED W/50 PIN CONNECTOR, XX- NO OF PAIRS NOTE: SEE SPECIFICATION SECTIONS FOR REFERENCE DESCRIPTIONS AND REQUIREMENTS. FOR OTHER MATERIAL AND EQUIPMENT TYPES, REFER TO SPECIFICATIONS. TELECOMM. SYSTEMS LEGEND ACJ ACJ NEW 2 CHAMBER SURFACE RACEWAY. FOR COMMUNICATIONS AND POWER SYSTEM. MARK INDICATES RACEWAY DROP FROM CEILING. NEW EXPOSED CONDUIT OR RACEWAY. FILL PER SCHEDULE AND SINGLE LINE DIAGRAM NEW CONDUIT IN WALLS OR IN CEILING . NEW UNDERGROUND CONDUIT. FILL PER SCHEDULE AND SINGLE LINE DIAGRAM CABLE/RACEWAY TURNS UP CABLE/RACEWAY TURNS DOWN CABLE/RACEWAY CONTINUES AS INDICATED. HOME RUN CONDUIT TO CABLE TRANSITION POINT CABLES W/O CONDUIT ABOVE SUSPENDED CEILING, SUPPORTED BY J-HOOKS AT 4'-0" O.C. INSTALLATION PER SCHEDULE AND SINGLE LINE DIAGRAM (701) WIRING NOTES (TKN� ED KEYNOTES FIELDS FIBER OPTIC CABLES. REFER TO RISER DIAGRAMS AND SPEC. SECTION 27 13 00 FOR DETAILS. CABLE TRAY. TYPE & SIZE AS INDICATED ON PLANS AND SPECIFICATIONS. TELECOMMUNICATIONS SYSTEMS GENERAL NOTES 1 REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 2 PROVIDE RACEWAY, BOXES AND FITTINGS SHOWN ON TELECOMMUNICATIONS SYSTEMS (T) DRAWINGS UNDER THE WORK OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH OF SECTION 27 05 33 COMMUNICATIONS RACEWAYS, BOXES AND FITTINGS. UNLESS OTHERWISE INDICATED, PROVIDE 1 INCH TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 40 PERCENT WIRE FILL. TRADE SIZE MINIMUM . PROVIDE RACEWAY SIZE AS REQUIRED FOR A MAXIMUM OF 40 PERCENT WIRE FILL. 3 PROVIDE FIRESTOPPING. SEE SHEET T-507. 4 LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON THE COMMUNICATIONS SYSTEMS DRAWINGS. 5 DEVICE QUANTITIES SHOWN ON FLOOR PLANS AND REFLECTED CEILING PLANS TAKE PRECEDENCE OVER DEVICE QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS. 6 QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS TAKE PRECEDENCE OVER QUANTITIES SHOWN ON RACK ELEVATIONS. 7 QUANTITIES SHOWN ON DEVICE SCHEDULES TAKE PRECEDENCE OVER QUANTITIES SHOWN ON FUNCTIONAL DIAGRAMS, FLOOR PLANS AND REFLECTED CEILING PLANS. 8 LOCATIONS SHOWN ON LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SMALL SCALE DRAWINGS. 9 WHERE COMMUNICATIONS SYSTEMS WIRING IS INDICATED BUT RACEWAY IS NOT INDICATED, PROVIDE SUCH WIRING SUPPORTED BY ABOVE CEILING J-HOOKS. LOCATE SUCH J-HOOKS IN LOCATIONS THAT ARE ACCESSIBLE AS DEFINED IN THE CALIFORNIA ELECTRICAL CODE. 10 ALL CONDUITS, CABLE TRAY AND J-HOOKS SHOWN ON PLANS FOR VOICE/DATA COMMUNICATIONS CABLING AND ITS SUSPENSION SYSTEM SHALL BE DEDICATED AND NOT SHARED WITH OTHER CABLING SYSTEMS. PROVIDE SEPARATE CONDUITS AND SUSPENSION SYSTEM FOR THE A/V CABLING SYSTEMS. GENERAL SYMBOLS ROOM KEY XXXXROOM NAME XXXX ALS SCHEDULE ROOM NUMBER DRAWING NUMBER SHEET NUMBER BLDG. SECTION KEY DRAWING NUMBER SHEET NUMBER WALL SECTION KEY DRAWING NUMBER SHEET NUMBER ELEVATION KEY DRAWING NUMBER SHEET NUMBER DETAIL SYMBOL DRAWING NUMBER SHEET NUMBER COLUMN GRID GRID LINES BUILDING LABEL DRAWING MATCH LINE REVISION SYMBOL REVISION NUMBER COMPLY WITH CBC 11B-219/11B-706 ASSISTIVE-LISTENING SYSTEMS IN ASSEMBLY AREAS. PROVIDE COMPLETE ASSISTIVE-LISTENING SYSTEMS UNDER THE WORK OF SECTION 27 41 16. NUMBER OF PERSONAL RECEIVERS REQUIRED UNDER THE WORK OF SECTION 27 41 16: ROOM NAME OCCUPANTS 1-102 TRAINING CLASSROOM - LARGE 81 1-101 TRAINING CLASSROOM - SMALL 30 TOTAL SEATS AT ALS-REQUIRED SPACES: 111 QUANTITY OF NEW RECEIVERS: 5 QUANTITY OF NEW HEARING -AID COMPATIBLE NECK LOOPS: 2 TOTAL RECEIVERS: 5 TYPE OF LISTENING SYSTEM: RF LOCATION: FOR USE ANYWHERE WITHIN SPACES LISTED SIGNAGE: PROVIDE A.L.S. SIGNAGE PER CBC 11 B PULL BOX SCHEDULE SYMBOL DEVICE/FUNCTION MOUNTING NOTES PB1P 12"X22" UNDERGROUND CONCRETE PULL BOX SET TO GRADE PEDESTRIAN LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB1T 12"X22" UNDERGROUND CONCRETE PULL BOX SET TO GRADE TRAFFIC RATED LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB2P 2'X3' UNDERGROUND CONCRETE PULL BOX SET TO GRADE PEDESTRIAN LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB2T 2'X3' UNDERGROUND CONCRETE PULL BOX SET TO GRADE TRAFFIC RATED LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. PB3T 3'X5' UNDERGROUND CONCRETE PULL BOX SET TO GRADE TRAFFIC RATED LID. DEPTH PER SPECIFIED TRENCH DEPTH AND DETAILS. ' GENERAL PULL BOX NOTES 1. LIDS SHALL BE MARKED WITH "COMMUNICATIONS". 2. INSTALL U.G. CONDUITS TO THE BODY OF THE PULL BOX AND PROVIDE END BELLS. CONDUITS RISING UP INSIDE THE PULL BOX WILL NOT BE ACCEPTED. JUNCTION BOX SCHEDULE SYMBOL H (INCHES) W (INCHES) D (INCHES) J1 6 6 4 J2 8 8 4 J3 12 12 4 J4 12 12 6 J5 12 12 8 J6 16 12 8 J7 18 18 6 J8 20 16 6 J9 20 16 8 J10 20 20 6 J11 20 20 8 J12 24 20 6 J13 24 20 8 J14 24 24 8 J15 30 24 8 J16 30 30 8 J17 36 30 8 SUFFIX: NOTE NONE - NEMA 1 ALL JUNCTION BOXES TO BE HINGED TYPE, PROVIDED A - NEMA 12 WITHOUT PRE -PUNCHED KNOCKOUTS. PENETRATIONS B - NEMA 3R IN JUNCTION BOXES SHALL BE CUT OR PUNCHED C - NEMA 4 AS REQUIRED FOR INSTALLATION. PAINT ALL INTERIOR D - NEMA 4X BOXES TO MATCH WALL FINISH. COORDINATE FINISH WITH ARCH. PLANS. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 19th Street, Suite 201 Oakland, CA 94607 Contractor OVTRA,&t Construction = Smith, Fause McDonald Inc. 351 8th Street San Francisco, CA 94103 [4151255.9140 Fax (41 S) 255.91 B0 www. afmi.com info©stmi.com Drawing Title GEN. NOTES, SYMBOL, LEGEND, ABBR. & JBOX SCHEDULE Drawing No. TA-OO1 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT SYMBOL DEVICE FUNCTION OR SERVICE LOCATION WORK OF ROUGH -IN RACEWAY ELEVATION CABLE FILL & HOMERUN DESTINATION, U.O.N. FINISH WEIGHT, LB DETAIL SHEET(S) L 7 WALL SLEEVE/CONDUIT PATHWAY INDICATED 27 41 03 N/A R11 N/A PER FUNCTIONAL N/A N/A OINFRARED A ASSISTIVE LISTENING EMITTER AUDIO-VISUAL SYSTEMS WALL 27 41 16 FLUSH 4S BOX, 1 G. RING. R6 6" BELOW CEILING ELEVATION PER FUNCTIONAL WHITE 1 CEILING MICROPHONE ARRAY AUDIO-VISUAL SYSTEMS CEILING 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R6 CEILING PER FUNCTIONAL WHITE 1 CMIC NcTP AV CONTROL TOUCHPANEL, TOPSET AUDIO-VISUAL SYSTEMS INDICATED 27 41 16 N/A N/A WORK SURFACE, STOWABLE PER FUNCTIONAL BRUSHED ALUM. 4 HCTW AV CONTROL TOUCHPANEL, WALLMOUNT AUDIO-VISUAL SYSTEMS INDICATED 27 41 16 2G W/ RING R6 +40" A.F.F. PER FUNCTIONAL WHITE 3 FLOOR BOX, CONCRETE SLAB, AT LEAST 1-6 GANG, 2-1 GANG AND 1-3 GANG OPENING, EACH AT LEAST 2-1/8" DEEP. 6" MIN. DEPTH OVERALL. LID ACCEPTS CARPET INSERTS. AUDIO-VISUAL SYSTEMS FLUSH IN FLOOR, INDICATED AND/OR SCHEDULED 27 05 33 FLOOR BOX FC6 WITH MANUFACTURERS SLAB ON GRADE TREATMENT AT GRADE CONDITIONS. R12 (liquidtite) FLUSH IN FLOOR PER FUNCTIONAL ALUMINUM OR BRUSHED SS EXPOSED TRIM. COORDINATE FLOOR MATERIAL CUT AND INSERT w/ ARCHITECTURAL REPRESENTATIVE. N/A FC6 FLAT DISPLAY PANEL, 55" DIAGONAL, 16:9 ASPECT RATIO AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +57" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY AT +80" A.F.F. WHERE CEILING MOUNTED PER FUNCTIONAL BLACK 75 LCD55 1 FLAT DISPLAY PANEL, 65" DIAGONAL, 16:9 ASPECT RATIO AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +63" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY AT +80" A.F.F. WHERE CEILING MOUNTED PER FUNCTIONAL BLACK 90 LC) FLAT DISPLAY PANEL, 86" DIAGONAL, 16:9 ASPECT RATIO AUDIO-VISUAL SYSTEMS WALL 27 41 16 N/A R6 +66" A.F.F. TO CL U.O.N. AT WALL. BOTTOM OF DISPLAY AT +80" A.F.F. WHERE CEILING MOUNTED PER FUNCTIONAL BLACK 150 LCD86 FLAT PANEL ROUGH -IN BOX AUDIO VISUAL SYSTEMS FLUSH IN WALL 27 05 33 FPWB R2 REFER TO LCD SIZE FOR FPWB MOUNTING ELEVATION TO CENTERLINE PER FUNCTIONAL WHITE 5 FPWB WALL PLATE PRESENTER INPUT AUDIO VISUAL SYSTEMS INDICATED, FLUSH MOUNTED TO WALL OR WITHIN FLOORBOX FC6 AS INDICATED 27 41 16 AT WALL, 4-11/16 S WITH 1 GANG RING, 2-1/8" DEEP. R6 +40" A.F.F. (WALL) OR IN FC6 (FLOOR) PER FUNCTIONAL WHITE 3 MP1 PAN -TILT -ZOOM HD VIDEO CAMERA, WALL -MOUNT AUDIO VISUAL SYSTEMS WALL 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R6 +84" A.F.F. PER FUNCTIONAL WHITE 7 PTZ AUDIOVISUAL EQUIPMENT RACK, UNDERCOUNTER SLIDE -OUT AND PIVOT AUDIO VISUAL SYSTEMS ANCHORED TO CABINET BASE OR SLAB 271116 MFG. SEISMIC MOUNT (4) 2" C. TO ABOVE ACCESSIBLE CEILING FLOOR OR CABINET BASE PER FUNCTIONAL BLACK 200 R18 sA LOUDSPEAKER, ACCESSIBLE CEILING, FLUSH AUDIO-VISUAL SYSTEMS CEILING 27 51 16 TILE KIT BY MFG. R5 CEILING PER FUNCTIONAL AND AS NOTED WHITE 0LOUDSPEAKER, HARD LID CEILING, FLUSH AUDIO-VISUAL SYSTEMS CEILING 27 51 16 GYP KIT BY MFG. R5 CEILING PER FUNCTIONAL AND AS NOTED WHITE 10 ""� WIRELESS MIC RECEIVER AUDIO-VISUAL SYSTEMS CEILING 27 41 16 FLUSH 4S BOX, 1 G. RING. LRI11 R5 CEILING PER FUNCTIONAL AND AS NOTED WHITE 2 NOTE NO. DEVICE NOTES DN1 FIRE ALERT LIGHTING ROUGH -IN PROVIDES DAISY CHAINED UTP6-4P BETWEEN OFE CONTROLLER AND THE WALL PLATES IN EACH LIGHTING ZONE. ZONE INDICATED BY SINGLE NUMBER SUBSCRIPT., L1 INDICATES END -OF -LINE AND WAO HAS 1 JACK AND 1 UTP6-4P; L2 INDICATES WAO IS PART OF DAISY CHAIN CKT AND HAS 2 JACKS AND ONE ENTERING AND ONE EXITING UTP4-4P — REFER TO SINGLE LINE DIAGRAM. WORK OF NOTES PROVIDE CABLING AND ROUGH -IN UNDER WORK OF PROJECT — W01 LIGHTING FIXTURE PROVIDED BY OWNER'S CONTRACTOR (N.I.C}.. LOCATION & ROUGH -IN NOTES INSTALLED ASSEMBLY, INCLUDING MONITOR SHALL NOT LRI1 PROJECT MORE THAN 4" FROM FACE OF WALL. IF LEADING EDGE 27" TO 80" AFF LRI2 MATCH PROJECT SWITCH HEIGHT LRI3 4S BOX W/ 1 GANG RING BLANK COVER PLATE LRI4 NOT USED LRI5 NOT USED LRI6 NOT USED LRI7 MANUFACTURER'S VENTED BACKBOX . LRI8 NOT USED LRI9 LRI10 LRI11 4S BOX, 2-1/8" DEEP MIN., W/ 1 GANG RING WITH LOCKING HINGED COVER PLATE (FSR WB-MR2G OR EQUAL). NOT USED PROVIDE BACKING AND SUPPORT FOR 5 POUND DEVICE. PROVIDE DEVICE COMPLETE WITH BACKBOX, TILE SUPPORT LRI12 RAILS AND CEILING CUTOUT TEMPLATE. COMPLY WITH SECTION 09 50 11 ACOUSTICAL PANEL CEILINGS. PROVIDE BACKING IN WALL SUITABLE TO SUPPORT A 20 POUND LRI13 DEVICE WITH A LOAD CENTROID 18 INCHES FROM THE FACE OF THE WALL. PROVIDE BACKING IN WALL SUITABLE TO SUPPORT A 200 LRI14 POUND DEVICE WITH A LOAD CENTROID 8 INCHES FROM THE FACE OF THE WALL. LRI15 AS DETAILED AND/OR SCHEDULED ON THE ARCHITECTURAL DRAWINGS. R1 RACEWAY NOTES (4) 2" C. H.R. TO ACCESSIBLE CEILING R2 (2) 1-1/4" C. FROM EACH OF (2) LOW VOLTAGE BACKBOXES TO ACCESSIBLE CEILING R3 NOT USED R4 AS DETAILED AND/OR SCHEDULED 3/4" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N. 1" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N. 1-1/4" C. H.R. TO ACCESSIBLE CEILING OR FLOOR, OR TO SERVING BDF, IDF OR EQUIPMENT ROOM, U.O.N. R8 NOT USED AT ACCESSIBLE CEILING, PROVIDE ABOVE CEILNG PATHWAY R9 USING CABLE HOOKS. WHERE MOUNTED IN GYP CEILING, EXTEND 3/4" C. TO ACCESSIBLE CEILING. R5 R6 R7 R10 R11 2 1-1/4" C TO 4 GANG COMPARTMENT, 1- 1" TO 1 GANG COMPARTMENT, STUBBED TO ACCESSIBLE CEILING OR FLOOR EXTEND TO SERVER ROOM USING BASKET TRAY. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. UNLESS OTHERWISE SHOWN, PROVIDE 1.5" EMT SLEEVE, WITH INSULATED THROAT BUSHING AT EACH END, STUBBED OUT 4 INCHES FROM FACE OF WALL, AT ELEVATION APPROXIMATELY 6 INCHES ABOVE ACCESSIBLE CEILING. INSTALL SLEEVE IN AN ACCESSIBLE LOCATION AS DEFINED IN CALIFORNIA ELECTRICAL CODE, ARTICLE 100 DEFINITIONS. PROVIDE FIRESTOPPING UNDER WORK OF SECTION 27 05 33. BOND TO GROUND. COMPLY WITH DIVISION 26 AND SECTION 27 05 26 GROUNDING. 4 1-1/4" C TO 6 GANG COMPARTMENT, 1 - 1.25" TO EA. 1 GANG COMPARTMENT, STUBBED TO ACCESSIBLE CEILING OR FLOOR, R12 EXTEND TO SERVER ROOM IN BASKET TRAY. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN TO 3 GANG COMPARTMENT. ACCESSIBLE CEILING IS A T-BAR OR SIMILAR GRID BASED, PANELIZED REMOVEABLE CEILING MEETING THE DEFINITION FOR ACCESSIBLE WIRING METHODS IN ARTICLE 100 OF THE CALIFORNIA ELECTRICAL CODE. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAAk Construction = Smith, Fause McDonald Inc. 351 8111Street San Francisco, CA 94103 [4151255.9140 Fax (415) 255.91 B0 www.afmi. corn inFo2stmi.com Drawing Title SYMBOL SCHEDULE Drawing No. TA-002 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1-102.4 TRAINING CLASSROOM -LARGE fri- TT— i � I 1 ir 1� /r J 1-102A.1 1-102 1 IL � 1b ir J LARGE CLASSROOM - STORAGE TRAINING CLASSROOM 1-102A FPWB n FPNL86 - SMALL 1-101 FC6 3 II.. CTP III 111 I1M P 1 1!) IIL FC6 ■II) 1=1 IRI -=7 U • a co J z a 4- MP1 FC6 1-102.3 co co J z rEL u- 1 1 1 1 I( ICTW 1�1 I_I N1 CORRIDOR A 1-103A JANITOR CLOSET 1-105 1-106.1 RAINERS/A1iMIN OPEN OFFICE REA TRAINING DEPUTY CHIEF OFFICE 1-196A V106A.1 GEN OFFICE STORAGE 1-106B CV a 2 105 / 1 / I W/D { c•! i a^ 9 PUBLIC RESTROOM 1-104 PUBLIC LOBBY 1-100 a\ 1-103B.1 4L r o\ LOCKER ROOM (ALL GENDER) I I I I I I 1-107 ■ ■ • J CC. M co 1.6 TURNOUT ROOM 1-108 WATER HEATER (40) ■ 1-108.2 0 0) 1-109.4 XTRACTO DRYER IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII U M n I® O 0 �I r COMMONS/BREAKROC1M 1-100C 'RAINING COMMONS 1-100B co co J z a LL CBP 1 A A LOCKER ROOM (MALE) 1-112 1-112.1 / z 1-112A.1 L_ _I L_ CORRIDOR C 1-103C 1-109.2 JI CBP 7 1 1 1 EXERCISE/FITNESS ROOM 1-109 CORRIDOR B 1-103B • _ _ laml-- IIIIIIIIIIIII 11111111111 III s • Imo! �i• • — i lLL II •� 11 111111 111111 " 111111 111 1 s� I■■��IISI�■ 1 1! EI==11= / ai T TX2 BUS T 1LRA 1-103B.2 TEMP GEN TAP BOX I I TELECOM/SERVER CLOET LEV TX1 1LRB 1-11 0 EHL LCP1 I I FACP 1 1' I EHD I I I I I I I - L _ _ HLA 111HDA t—� W.H. MECH. ROOM 1-114 HVAC CHILLER 1-113.1 COVERED UTILITY YARD 1-115 GENERATOR ELEC. MAIN PANEL ROOM 1-113 1-114.1 -1 • 1-100.1 MAIN ENTRANCE RECEPTION AREA 1-100A OAUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM BUILDING 3/16 1 0 0 WALL MOUNT BIKE RACKS L — — — � MAIN SWITCH BOARD SCREEN WALL MATERIAL TO MATCH STANDING SEAM ROOF PROJECT NORTH C,) R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause E McDonald Inc. 351 ®Ih Street San Francisco, CA94103 [415) 255-9140 Fax (4151255.91 80 www.■imi.com ink shni.com Drawing Title AUDIOVISUAL FIRST FLOOR PLAN - CLASSROOM Drawing No. BUILDING TA-1-121 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 19 TRAINING CLASSROOM -LARGE 18 STO AGE TRAINING CLASSROOM - SMALL OAUDIOVISUAL FIRST FLOOR RCP - LASSROOM BUILDING 3/16" = 1'-0" 20 19 18 17 17 16 RECEPTION AREA 1-100A 16 CCCCCQ7,7 )7,7 15 15 CORRICOR'A 1-103A G1 +,10'-0"- ANITO CLOSE UBLIC RESTRO e G1 +1a-0" +10'_0" 14 1-100C 29' - 6 29/64 AFF 14 13 AC 1 +10-0" 13 12 LOCKER ROOM (ALL GENDER): 1-107; 12 11 TRAINING DEPUTY CHIEF OFFICE 1-106A AC1 +10'-0" 1-1-12 G3 _, 11 10 TURNOUT ROOM :. G1 +.1d-a 10 G3 LOCKER ROOM(MALE-) 1-112A.-. 9 +10'-0' CORR OR C 8 sc SC SC C SC SC u SC 1 0, 1 ., SC _ _. G3- 7 6 5 EXERCISE/FITNESS ROOM TELECOM/SERVER CLOSET MAIN PANEL ROOM 1-113 ECH ROOM 4 COVERED UTILITY YARD 3 2 PROJECT NORTH 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASA K I ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Fause E McDonald Inc. 351 Bth Street San Francisco, CA94103 f415) 255-9140 Fax (4157 255.918 www.6Fmi.com inFn'sfmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title AUDIOVISUAL FIRST FLOOR RCP - CLASSROOM Drawing No. BUILDING R P O N M L K J H G D TA-1-131 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT SYMBOL DEVICE FUNCTION OR SERVICE LOCATION WORK OF ROUGH -IN RACEWAY ELEVATION CABLE FILL & HOMERUN DESTINATION, U.O.N. FINISH WEIGHT, LB DETAIL SHEET(S) WALL SLEEVE/CONDUIT PATHWAY INDICATED 27 05 33 N/A R6 C 1 FLOOR BOX, CONCRETE SLAB, FOR DATA AND FLUSH IN FLOOR. COORDINATE EXACT LEGRAND EVOLUTION EFB8S-OG ON -GRADE COORDINATE COVER FC4 POWER. COMMUNICATIONS LOCATION/DIMENSION 27 05 33 FLOOR BOX WITH EFB610 COVER FOR DATA R4 FLUSH IN FLOOR AS SCHEDULED TYPE WITH ARCHITECT. TN-904 WITH THE ARCHITECT. AND POWER. SUBMIT CUT -SHEETS. FLOOR BOX, CONCRETE SLAB, FOR AUDIO FLUSH IN FLOOR. COORDINATE EXACT LEGRAND EVOLUTION 10-GANG FLOOR BOX. COORDINATE COVER FC6 AV/COMMUNICATIONS 27 05 33 PROVIDE MANUFACTURER'S "POUR PAN" TO R7 FLUSH IN FLOOR AS SCHEDULED TYPE WITH ARCHITECT. TN-904 VISUAL, DATA AND POWER LOCATION/DIMENSION WITH THE ARCHITECT. PROTECT AT SLAB ON GRADE CONDITIONS. SUBMIT CUT -SHEETS. 3D 27 05 33, 27 PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX T DATA AND VOICE DEVICE PLATE. DN1 COMMUNICATIONS INDICATED 15 00 WITH 1 GANG RING EQUAL TO RANDL R3 +18" AFF TO CL, U.O.N. AS SCHEDULED WHITE INDUSTRIES 5 SQUARE. 2D WIRELESS ACCESS POINT DEVICE PLATE. DN1. 27 05 33, 27 PROVIDE ONE (1)5" SQUARE x 2.875" DEEP BOX TBAR: FLUSH 2 PLENUM CAT 6A.. HOMERUN WAP WIFI ACCESS POINT DEVICE OFCI. RUCKUS 850 IS ( ) COMMUNICATIONS INDICATED 15 00OUTDOOR: WITH 1 GANG RING EQUAL INDUSTRIES 5 SQUARE. TO RANDL R2 GYP CEILING: SURFACE MOUNT SURFACE MOUNT TO IDF ROOM. WHITE TN-910 AV DATA DEVICE FOR AV EQPT. DN1 AUDIOVISUAL INDICATED 27 05 33, 27 00 PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX WITH 1 GANG RING EQUAL TO RANDL15 R1 WALL OR CEILING AS INDICATED. HR TO NEAREST BDF OR IDF. NO WHITE INDUSTRIES 5 SQUARE. PROVIDE BLANK FACEPLATE AND A 1-PORT SMB INSIDE THE BOX. EXPOSED CABLE ALLOWED. CAM DATA DEVICE FOR POE CCTV CAMERA. DN1 SECURITY INDICATED 27 05 33, 27 4" SQUARE x 2-1/8" DEEP BOX WITH 1 GANG RING. PROVIDE BLANK FACEPLATE AND A R1 CEILING AS INDICATED. HR TO NEAREST BDF OR IDF. NO WHITE 15 00 1-PORT SMB INSIDE THE BOX. EXPOSED CABLE ALLOWED. +44" T WALL MOUNTED TEL 630A TYPE PLATE. COMMUNICATIONS INDICATED 27 05 33, 27 15 00 PROVIDE ONE (1) 5" SQUARE x 2.875" DEEP BOX WITH 1 GANG RING EQUAL TO RANDL R2 +44" AFF TO CL 1 CAT 6A PLENUM CABLE. HR TO NEAREST IDF/TR. STAINLESS STEEL INDUSTRIES 5 SQUARE. FLOOR MOUNTED STATION CABLING/SWITCH COMMUNICATIONS FLOOR 27 11 16 BOLT TO SLAB BLACK 250 TN-902 R15 RACK, 2 POST, 44 RU, SEISMIC RATED. FLOOR MOUNTED SERVER CABINET, 44 RU MIN, 30" WIDE MAX, 42" DEEP, 4 POST, SEISMIC COMMUNICATIONS FLOOR 27 11 16 BOLT TO SLAB. BLACK 1100 TN-903 RATED. R28 NOTE NO. DEVICE NOTES DN1 DN2 LR1 R1 SUBSCRIPT INDICATES QUANTITY OF CATEGORY 6 CABLES PROVIDED AT WAO. EXAMPLE: 2D REPRESENTS 2 CAT6 CABLES AND JACKS TERMINATED AT THE INDICATED WAO AND SERVING TR. SUBSCRIPT INDICATES QUANTITY OF COAX CABLES PROVIDED AT WAO. BROADBAND VIDEO CABLING IS RG-6. EXAMPLE: 1 B IS 1 RG-6 TERMINATED AT THE INDICATED WAO AND SERVING TR. LOCATION NOTES FLUSH IN FLOOR. COORDINATE EXACT LOCATION/DIMENSION WITH ARCHITECTURAL PLANS. RACEWAY NOTES 3/4" C. UP TO ACCESSIBLE CEILING. R2 1" C. UP TO ACCESSIBLE CEILING. R3 1.25" C. UP TO ACCESSIBLE CEILING. (1) 2" FLEX CONDUIT TO MODULAR FURNITURE BASE. (1) 2" C. UP TO R4 ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. FOR TELECOM, (2) 1-1/4" TO 2 GANG COMPARTMENT AND STUB UP TO R5 ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. UNLESS OTHERWISE SHOWN, PROVIDE (1) 4" EMT SLEEVE, WITH INSULATED THROAT BUSHING AT EACH END, STUBBED OUT 4 INCHES FROM FACE OF WALL, AT ELEVATION APPROXIMATELY 6 INCHES ABOVE ACCESSIBLE CEILING. R6 INSTALL SLEEVE IN AN ACCESSIBLE LOCATION AS DEFINED IN CALIFORNIA ELECTRICAL CODE, ARTICLE 100 DEFINITIONS. PROVIDE FIRESTOPPING UNDER WORK OF SECTION 27 05 33. BOND TO GROUND. COMPLY WITH DIVISION 26 AND SECTION 27 05 26 GROUNDING. FOR AV, (2) 1-1/4" C TO 2 GANG COMPARTMENT STUBBED TO ACCESSIBLE R7 CEILING. FOR TELECOM, (2) 1-1/4" TO 2 GANG COMPARTMENT AND STUB UP TO ACCESSIBLE CEILING. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL ROUGH -IN. ACCESSIBLE CEILING IS A T-BAR OR SIMILAR GRID BASED, PANELIZED REMOVEABLE CEILING MEETING THE DEFINITION FOR ACCESSIBLE WIRING METHODS IN ARTICLE 100 OF THE CALIFORNIA ELECTRICAL CODE. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. 0 2024 Shah Kawasaki Architects IRevision Number DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor Construct .:0) Smith, Fause McDonald Inc. 351 8th Street, San Francisco. CA 94103 (415) 255-9140 Fax (415) 255-9180 www.sfmi.com info@sfmi.com Drawing Title SYMBOL SCHEDULE Drawing No. TN-002 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 P"OJECT B SE POINT TKN 1005 PROJECT SURVEY POINT @ P/L CORNER OCOMMUNICATIONS SITE PLAN 1 " = 20'-0" 21 20 19 PB2T I�- 19 18 17 16 15 S.WFoa 14 TKN 1003 IIIIIIIIIIII11IIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIII uL Ju I.RG01 S-ID02 WAP +9' S.RGO2 ' 4 a we°a O6.-�-_-/a€�awn d �° a J / aq d__ a < ., d 18 17 TKN1001 TKN1045 TKN 105O TKN 1055 WAP TR/IDF TKN1001 PB3T 13 12 00000a0 78o 78" 0a0 OP).rTh 000000 � • 0000000000000000000 a0a0a0a0a0a0a0a0a0: ► 0 0 0 0 0 0 0 0 0 0 � •0000000000000000000� a a a a a a a a a ► 0 0 0 0 0 0 0 0 0 0 p •►000000000000000000000000000000.�wawa. �0w0�V •0•• T 11 7 a' : tip •� �i �o ►� /0 0 0 o .• .. o• too c•. ia' ,0' 'a� : a , . I � �. O �� �0� O� t0000000. il 0i o' i1 go=171 00 �• �� O� t0o�� �. 4irTKN1101�•� '0� ►• �0�0�• 1• �� .O� t0oo0o�0. ' _i ��' ►� I�� .7911 0i �0' i� /0� IIIIIII • i O o� KN 1001 0j ,0' j. /Of �.� 1• �� O• t0o� �a 01000I.000_I.0_I.0_I.0_I.000_I.001 o V� / �' �� ARGUE VA6PC ad � a PC UUV% ne CIEPIRj •n ° e - d �. °� v - S-ID01 (E) AT&T 16 15 GLEASON DRIVE 14 13 12 TKN1001 TKN1045' TKN 1050 TKN 1055 11 10 10 S. RG01 9 8 7 (E) FIRE STATION (E) CHP 6 5 KEYNOTES TKN1001 PROVIDE (2) 4" C. (U.G.) TO BLDG TELECOM ROOM. TKN1003 PROVIDE (1) 2" C. (U.G.). TKN1005 (N) ALTERNATE SERVICE PROVIDER MEET ME VAULT FOR REDUNDANCY. PROVIDE NEW PB2T VAULT WITH H2O TRAFFIC RATED LID. VERIFY EXACT LOCATION WITH CITY'S REPRESENTATIVE. TKN1045 PROVIDE PULL ROPE WITH 2500 LB STRENGTH IN ALL UNDERGROUND CONDUITS. SEE SPEC SECTION 27 05 43. TKN1050 IN ADDITION TO THE PULL ROPE, PROVIDE LENGTH MARKED TAPE IN CONDUIT. TKN1055 REFER TO UNDERGROUND DETAILS SHOWN ON SHEET TN905, TN906 & TN907. TKN1101 (2) 2" UNDERGROUND CONDUIT STUB OUTS FOR CONNECTION TO FUTURE APPARATUS BUILDING. TKN1120 MOUNT WAP ON ELECTRICAL POLE. 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. - = 351 Bth Stre& yen Francisco. CA94103 [415/ 25544140 Fax (4157 255.91 &1 Www-simi.com ink stmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title COMMUNICATIONS SITE PLAN Drawing No. TN-O-1O1 NOT FOR CONSTRUCTION R Q P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 5D 11 L If l� 5D 1 1 F 1-102A.1 1-102.4 TRAINING CLASSROOM -LARGE 1-102 11"i 5D 1 1 fr frr- L 17 Fe 1 1 5D L! m FC41 rip L� —I �11 � L1� H H FII L11 IFII 5D 1 AV 2D L v 2D LARGE CLASSROOM - STORAGE 1-102A R18 1R:aINING CLASSROOM - SMALL 1-101 AV 1D AV 4 +66" 1D 1-102.3 AV pp�� 1D�1 AV +66"1> 1D PUBLIC LOBBY 1-100 D /////////// CORRIDOR A 1-103A JANITOR CLOSET 1-105 3 1-106.1 3D TRAINERS/ADMIN OPEN OFFICE AREA 1-1d6 3D 3D TRAINING DEPUTY - CHIEF OFFICE 1-10c6A 1\ 106A.1 D GEN OFFICE STORAGE 1-106B J L T J 1- 1 105:1 / 1 W/D L _ 04 1 7 • A PUBLIC RESTROOM 1-104 1-103B.1 N / LOCKER ROOM (ALL GENDER) 1-107 ■ 0 TURNOUT ROOM 1-108 (40) XTRACTOR WATER HEATER DRYER 1111111.1111 IIIIIIII 111 IIIIIIII 111 IIIIIIII 111 IIIIIIII 1-108.21 N U M CO 0 7 n O 0 COMMONS/BREAKRO 1-100C AV +66" B 1D MAIN ENTRANCE COMMUNICATIONS IRST FLOOR PLAN - CLASSROOM BUILDING 3/1 6" = 1'-0" RECEPTION AREA 1-100A A A LOCKER ROOM (MALE) 1-112 1-112.1 1-112A.1 CORRIDOR C 1-103C 1-109.2 1-109.4 CORRIDOR B 1-103B t[1.1 t II I I I I 1 _LI_ II 1-103B.2 • • • • TELECOM/SERVER CLOSET 1-11 0 co O) / T TX2 BUS T 1LRA 1 LRB Lam,• LEV I TX1 ATS2 I I I - - - -- EHL 1D LCP1 I ,I Flor 1D • _,i• 1 ATS1 I EHD I I -L- I HLA111HDA 1 • i EXERCISE/FITNESS ROOM TN-1-401 W.H. MECH. ROOM 1-114 1-113.1 1-109 P GEN TAP BOX / 7/ )'// COVERED UTILITY YARD 1-115 GENERATOR ELEC. MAIN PANEL ROOM 1-113 /4 0 WALL MOUNT BIKE 1 RACKS L — — — MAIN SWITCH BOARD SCREEN WALL MATERIAL TO MATCH STANDING SEAM ROOF 1.D 1.A PROJECT NORTH R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause E McDonald Inc. 351 Bth Street San Francisco, CA 94103 f415) 255-9140 FBA C4151255.918 www.6Fmi.com inFo'sfmi.com Drawing Title COMM FIRST FLOOR PLAN - CLASSROOM BUILDING Drawing No. TN-1-121 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 TRAINING CLASSROOM -LARGE 19 18 17 AC 1 +10'-0" CLASSROOM STORAGE LARGE - I 1-102A 0 AC1 +12'-0' 16 TRAINING CLASSROOM RECEPTION AREA - SMALL COMMUNICATIONS FIRST FLOOR RCP - CLASSROOM BUILDING 3/16" = 1'-0" l 1.1 20 19 18 17 1-100A 16 15 ",CORRIDOR'A G-1- +"i(y -o„- ANI-TOR CLOSE 1-105 UBLIC RESTRO• 15 14 1-100C 29' - 6 29/64" AFF 14 13 12 TRAINERS/ADMIN OPEN TRAINING DEPUTY OFFICE AREA AC 1 +10'-0^ 13 11 10 CHIEF OFFICE TURNOUT ROOM 1-106 1-106A LOCKER ROOM (ALL GENDER) 1-107 _ 12 G3 o G3" +1a-a. 11 10 1-112A 9 CORRIDOR" C 1-103C y I r I WAP D ill z N. / vm 10450 T WAP 2D -�--- �_.I__IDi____�1 - [''w"11 -, ■■III■■--.i--1i�.----.�1■■III■■��:'�■� +10._0„ 8 G3 + to' -0'' - O - 7 TKN0039 6 5 KEYNOTES TKN0039 (4) 4" C. TKNO450 PROVIDE 18" WIDE, 4" HIGH SOLID BOTTOM CABLE TRAY (CTS 18-4), PAINTED WHITE, SUPPORTED FROM CEILING/STRUCTURE. SEE SPEC SECTION 27 05 36. EXERCISE/FITNESS ROOM i to • I TELECOM/SERVER CLOSET 0 • 1-110 11 COVERED YARD UTILITY 1-115 • 1ELEC. MAIN ROOM PANEL 1-113 MECH ROOM 1-114 ❑ 111 ❑ lio 1 ,ii 4 3 2 PROJECT NORTH 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. M. = 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.91 &1 Www-simi.com ink shni.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title COMM FIRST FLOOR RCP - CLASSROOM BUILDING Drawing No. TN-1-131 NOT FOR CONSTRUCTION R Q P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT AKN0001 R128-2 c(0--) R 128-1 TELECOM/STRV CLOSE OOI TKN2050 R15-2 R15-1 0 COMMUNICATIONS TELECOM/SERVER CLOSET 1-110 ENLARGED PLAN 1/2" = 1-113.1 HVAC CHILLER G3 TYP. TKN2027 COMMUNICATIONS TELECOM/SERVER CLOSET 1-110 RCP 1/2" = 1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, Drawing Title Fause COMM.TELECOM/SERVER McDonald Inc. CLOSET 1-110 ENL. 351 Bth 9treat San Francisco, CA94103 (415)25544140 Fax (415 255.9180 PLAN & RC P Www.6imi.com inkasfmi.com Drawing No. TN-1-401 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 20 19 VOICE JACK 18 r o [][] m®m ® A B -- [ ][ ] C D 4— 0 2D OUTLET 12" ?LE kR 1V OUTLET 19 18 SUGG 17 PROVIDE BLANK COVERS 12" CLEAR 17 16 VOICE JACK TEL HANDSET IS N.I.C. WALL MOUNTED TEL. MOUNTING STUDS PROVIDE STAINLESS STEEL PLATE. PROVIDE RJ-45 CAT.6A JACK Fi. 16 15 3D OUTLET 15 14 13 12 VOICE JACK 11 4D OUTLET 10 '.l �f i�,1` �"• f -.� �... lv `fA f) J �i l". �.- �... �lv �� VII. 1 ___11,--mi --Now ---- " I , . • .: : .. . , Junction Boxes placed / Note: 14 connected by slack Flexible Conduit as shown Mastic coat around entire exterior of Junction Box Acoustical Sealant to fill gap between Junction Box and Gyp Board. Gyp Board shown cut away. Batt Insulation not shown for clarity. treated as shown, shall be installed at all service openings including low voltage. 0 1i=ht'i[]2 D1 D2 -�; 3i', t,; o — u i [] a 4 D1 D2 CD ACOUSTIC SEALANT & INSULATION AT INTERIOR PARTITIONS 13 12 11 10 1/4" maximum gap to be filled with acoustical sealant. Flexible Conduit between J-Boxes. 9 8 7 4 SHEET NOTES RECEPTACLE ELEVATIONS ARE PROVIDED AS A CONVENIENCE FOR THE CONTRACTOR ONLY. RECEPTACLE ELEVATIONS GENERALLY REFLECT DESIGN BASIS OR SYSTEMS DESIGN BASIS ALTERNATES. CONTRACTOR TO COORDINATE ELEVATION WITH ALTERNATE SUBMITTED. RECEPTACLE ELEVATIONS MAY BE INCOMPLETE, REFER TO RECEPTACLE SCHEDULE FOR COMPLETE DETAILS. WHERE RECEPTACLE ELEVATIONS AND RECEPTACLE SCHEDULE CONFLICT. RECEPTACLE SCHEDULE TAKES PRECEDENCE OVER RECEPTACLE ELEVATIONS. KEYNOTES TKN TELECOMMUNICATIONS SYSTEMS, WORK OF DIVISIONS 27. LABEL THE OUTLET WITH THE IDF ROOM NUMBER, STATION NUMBER, JACK LETTER (EXAMPLE "132-1-A" WHERE "132" IS THE IDF, "1" IS THE STATION NUMBER "A" IS THE JACK LETTER. TKN2 LABEL THE CABLE AND PATCH PANEL PORTS. MATCH THE JACKS LABEL. TKN3/ PROVIDE 12" CLEAR ON ALL SIDES IN ORDER TO MOUNT THE TEL HANDSET. COORDINATE WITH ELECTRICAL AND SECURITY CONTRACTORS. HANDSET IS N.I.C. [52.3] TWO PORT SMB FRONT VIEW REAR VIEW FIBER PATCH PANEL 6 5 4 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. s = 351 Bth Street awl Francisco, CA 94103 (415)25544140 Fax (4157 255.91 &1 Www.6imi.com ink stmi.com SKA Project Number: 2020096 Contractor OVERAA\.\ Construction Drawing Title DETAILS - DEVICES Drawing No. R Q P O N M L K J H G D TN-901 A NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT LC) 23.5" 0 0 000 000 000000000 \ R15 TOP VIEW 1 Lo 24" R15 FRONT VIEW co 1 "=1'-0" 1 "=11-0" u7 N 12" WIRE MANAGER TOP VIEW 0 0 00 0 0 00 _ 0 0 0 0 9.6" 15.0" Go R15 SIDE VIEW 1 "=11-0" 1 "=1'-0" 12" 9 01 k ISOMETRIC WIRE MANAGER FRONT VIEW 1 "=1'-0" NTS EXCEPT AS OTHERWISE DIRECTED, PLACE ANY BLANK PANELS AS NEAR TO THE TOP OF THE RACK AS POSSIBLE LOAD HEAVY EQUIPMENT (UNINTERUPTED POWER SUPPLIES, POWER AMPLIFIERS, ETC.) AS NEAR TO THE BOTTOM OF THE RACK AS POSSIBLE SECURELY FASTEN RACK TO FLOOR WITH ANCHOR BOLTS, 1/2" ` HILT! KB-TZ WITH 3-1/4" EMBED 1 AT EACH CORNER, MIN. C7� RACK LOADING DETAILS 1 "=1'-0" R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause 0. a McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.91 &1 Www.6imi.com ink stmi.com Drawing Title DETAILS - RACK R15 Drawing No. TN-902 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 21 20 20 19 18 ° o®®� o o. 1 ° ° 0 0 Da 00 0 00 0 00 0 00 0 00 ° 0 Da 0 00 0 00 0 00 0 00 0 0� 0 . ° - ° 0®®0 �®®- 17 VIEWS SHOWN WITH 1.473 REAR DOOR REMOVED 19 18 16 15 14 TOP OPENING DIMENSION WITH FAN TOP REMOVED 000000000000000000000 00000000000000000000 000000000000000000000000000®000 TKN 1) iI it it i1 iJ L11 11 , 13 2 RACKSPACE REMOVABLE SERVICE PLATE BOTTOM VIEW RACK R28 DETAILS AND ELEVATIONS 17 16 15 14 13 12 11 0 19" PANEL WIDTH 0 v 12 11 10 GRILL FOR 10" FAN (FAN NOT INCLUDED) OPENING 2.250 X 3.000 (21X THIS SIDE 17X OTHER SIDE) CABLE DUCT 10 9 SOLID HINGED DOOR WITH 4 POINT MAGNETIC CLOSURE 8 SECURELY FASTEN RACK TO FLOOR WITH ANCHOR BOLTS, 3/8"E HILT! KWIK BOLT I I WITH 2 1/2" EMBED 1 AT EACH CORNER, MIN. 7 6 5 4 5-20R DEDICATED QUAD RECEPTACLE IN 4S BOX WITH UTILITY COVER. TELECOMMUNICATIONS SYSTEMS: WORK OF DIVISION 27. RACK RAILS, COMPLY WITH ANSI/EIA-310-D. POSITION ADJUSTABLE FRONT TO REAR. EXCEPT AS OTHERWISE DIRECTED, PLACE ANY BLANK PANELS AS NEAR TO THE TOP OF THE RACK AS POSSIBLE LOAD HEAVY EQUIPMENT (UNINTERUPTED POWER SUPPLIES, POWER AMPLIFIERS, ETC.) AS NEAR TO THE BOTTOM OF THE RACK AS POSSIBLE 3 2 1 CLIENT ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number Project DATE 10/02/2024 ISSUE DESCRIPTION 50% DESIGN DEVELOPMENT ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 Architect of Record SHAH KAWASAKI ARCHITECTS 570 1 0th Street, Suite 201 Oakland, CA 94607 Smith, = Fause McDonald Inc. s = 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.91 &1 Www.6imi.com ink stmi.com SKA Project Number: 2020096 Contractor OVERAA\\ Construction Drawing Title DETAILS - RACK R28 Drawing No. TN-903 NOT FOR CONSTRUCTION R Q P O N M L K J H G D 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 1/2"O SIMPSON STRONG BOLT 2 W/2 3/4" EMBED, TYPICAL PAIR TKN3 BRACES @32' O.C. WITH 1/2"O SIMPS STRONG BOLT 2 ANCHOR INT UNDERSIDE OF METAL DECK & CONC FILL. CONNECT W 1/2"O SIMPSON STRONG BOLT 2 W/2 3/4" EMBED. TKN 1 SLEEVE NUT NUT AND LOCK WASHER PROVIDE EQUAL TO B-LINE 4" J-HOOK WITH QWIK-LATCH CABLE CONTINUES TO NEXT HANGER 5 CABLE SUPPORT ARMORED FIBER 1/4" THREADED ROD BLUE BANGER SDI 143812 3/8" ALL THREAD ROD @ 8'-0" 0.C. MAX. CABLE TRAY PER PLANS & SECTION 27 05 36 2'-0" MIN. 4'-0" MAX. HOLD DOWN CLAMP WITH 3/8" DIA HEAD BOLT AND SPRING NUT DECK FLUTE ANCHOR 1" MAX OFFSET TYP. / XX .o 2 TKN3 )@ 16'-0" OC MAX # B22 CHANNEL ROD STIFFENER WITH SC 228 ASSEMBLY. SPACE BOLTS IN THE SC 228 STIFFENER ASSEMBLY @ 12"O.C. MAX, TYP. CABLE TRAY SUPPORT TYPICAL "POWER FASTENERS" #50378 /1 1/4" (32mm) HEAD PIN WITH DOMED RIGHT ANGLE CEILING CLIP AND POST NUT ' ICC-REPORT #ESR-2024 (LOCATE FASTENER PER ICC REPORT) 36" Max. 1/4" Threaded Rod Length MAX. WEIGHT PER CONNECTION = 10 LBS J-HOOK MOUNTING DETAIL PROVIDE (2) CPI WALL BRACKET 10608-701 WITH (2) 1/4" DIA SCREWS TO BACKING. PROVIDE AT 20" MAX. NTS CABLE TRAY MOUNTED VERTICALLY NTS DISTANCE FROM TOP OF HANGER ROD TO FIRST BOLT OF CHANNEL ROD STIFFENER TYP. TOP AND BOTTOM. MAX WEIGHT OF LOADED CABLE TRAY = 30 #/FT. NTS L2X2X0.105" SUPPORT ANGLE W/ (2) J-BOLTS TO CABLE RUNWAY AND (2) 1/4" DIA. SCREWS TO BACKING TYPE "B" BACKING AT WALL, SEE ARCH STUD WALL, SEE ARCH 4-CABLE TRAY WALL ATTACHMENT • PROVIDE CPI U.L. CLASSIFIED JUNCTION KIT 16298-701 • AITC NTS } CABLE TRAY INTERSECTION DETAIL NTS 1/2"X 1-1/2" MACHINE SCREW, LOCK WASHER & NUT B-LINE B3080S-1/2 WELDING LUG B-LINE B650 1/2" DIA. SIMPSON STRONG BOLT 2 (ESR-3037) Metal Deck 1 1/4 1 (Min): LOAD KEYNOTES TKN COMMUNICATIONS SYSTEMS: COMPLY WITH DIVISION 27. (TKN1 B-LINE B11 CHANNEL. TKN2) B-LINE ADJUSTABLE HINGE B-335-2 LONGITUDINAL OR TRANSVERSE BRACE. TKN3 B-LINE B11 CHANNEL LONGITUDINAL OR TRANSVERSE BRACE. 1/2" X 1-1/4" HEX HEAD CAP SCREWS & N225W0 NUTS CN 1/2" X 1 1/4" HEX HEAD CAP SCREWS & N225W0 NUTS TKN3 LOAD LONGITUDINAL OR TRANSVERSE BRACE NTS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 19th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction = Smith, Fause McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.9180 Www.6imi.com ink stmi.com Drawing Title DETAILS - INTERIOR FASTENING Drawing No. TN-904 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT 3'-4" 4"❑ TERM (16 PLACES) * = NOT SHOWN „ 1, -A -DUCT ,1 „ 3'-1" 5'-9" 0 0 \ I ' . 4" 5'-1' 0 39" 10" f 7,, 1'-3" TKN 1) TYP. ' BILL OF MATERIAL Item Product Description U.V. Code # Drawing # 1. 3'-0"x5'-0"x3'-0" BODY 0280110 PTS-002 2. 6" EXTENSION WITH TONGUE & GROOVE * 0280200 PTS-008 3. 12" EXTENSION WITH TONGUE & GROOVE * 0280190 PTS-009 O1dcastle PC. BOX 7IasantoR, CA. S. 6-0727 84X-3.58) ILITY VAULT CUMPANY, INC. 846-4904 PACIFIC BELL 13T O-' 66-90'x3-0" $T�,0`iDARD DETAIL UTILITY VAULT I\ llIV1�i IW 1 0N, CA U DRAWING THIS DOCUMENT IS THE PROPERTY OF THE RBIREINKLILTYCOMPANY. IT IS SUBMITTED FOR RQRHNWWDEONLY AND SHALL NOT BE USED IN ANY L IDNRIOUS To THE INTERESTS of SAID COMPANY. DRAWN TORTORELLI DATE 3/13/95 S.O.NO. XXXX NO. REV 0 PTS—OO1 REVISED TORTORELLI 1/8/98 WT NOT TO APPROVED SCALE SCALE SHEET OF 4" 10 1/4" 1'-7 3/4" 1'-7 3/4" 10 1/4" / / / f X d 4 e, o SECTION <, a VIEW -A- 3' TKN1 ) 0 _ 0 I ►� / / TYP. 6 3/4" 1'-10 1 /2" 6 V 3/4" 0 ► _ _ + 11 " 7" / / / / �il 1t �� 1 _ �\ 0 0 °� SUMP / / Co 6" C° o \ co \ \ \ \ Co \ O + + 0 Co o 0 0 1"❑ GROUND ROD KNOCK -OUT (BLIND) (NOT SHOWN) 1'-3 1 /2" 1'-2 1 /2' 1'-2 1/2' 1'-3 1/2" 4ea. 3/4"❑ INSERTS - 4 FOR LIFTING, CASTEI:5' INTO OUTSIDE FACE / / / / / UNIT WEIGHT :3,810 # co / / (2 PER SIDE WALL) BILL OF MATERIAL Item Qty. Product Description U.V. Code # Drawing # 1. 16 4"11 TERM -A -DUCT (TWO STEP) 5140400 --- 2. 12 1/2"❑ PLASTIC INSERTS 5100400 --- 3. 4 7/8"❑ STANDARD PULL IRONS 5180120 --- 4. 4 3/4"❑ FERRULE LOOP INSEMOT SHOWN) 5100100 --- 5. 1 NON-METTALLIC 2900010 PTS-003 6. - 3'-0"x5'-0"x3'-0" REINFORCING DETAIL --- PTS-R01 P.0. BOX PAC IFIC B ELL — 3fi19-' (56-90"x3'-0" OTIMDARD LAYOUT DEVTAIC ODE # : 0280110 UTILITY VAULT E EENAgANTO N C A O1dcastle 7 8santsn, CA. l' 6-0727 0) UTILITY VAULT COMPANY, INC. 846-4904 DRAWING THIS DOCUMENT IS THE PROPERTY OF THE DRAWN DATE S.O.NO. NO. REV ICA IILLIIYCOMPANY. IT IS SUBMITTED FOR TORTORELLI 3 14/95 XXXX 0 RQRHWWWDEONLY AND SHALL NOT BE USED IN ANY M42R'1RIOUS TO THE INTERESTS OF SAID REVISED WT — CT TO PTS—OO2 COMPANY. SCALE SCALE SCALE SHEET OF TYPICAL UNDERGROUND VAULT r1_ISOMETRIC EXPLODED PLAN & LID 30 INCH MINIMUM DISTANCE TOP OF DUCT BANK TO GRADE DUCT STACKS SHALL RUN 30" MIN:. GRADE SURFACE 30 INCH MINIMUM DISTANCE TOP OF HIGHEST CORE HOLE TO GRADE STRAIGHT & PERPENDICULAR TO EXTERIOR VAULT FACE FOR A MINIMUM DISTANCE OF 10 FEET PRIOR TO ENTERING VAULT .COMMUNICATIONS� - -BACKBONE DUCT STACKS DUCT STACKS SHALL DESCEND (OR ASCEND DEPENDING ON GRADE) AT A POINT 30 FEET PERPENDICULAR TO EXTERIOR FACE OF VAULT. 2' NTS Item 1. BILL OF MATERIAL Product Description 3'X5' (NOM) GALVANIZED CHECKER PLATE, PEDESTRIAN RATED TORSION ASSIST COVER WITH ADJUSTABLE FRAME 2. 3'X5' (NOM) GALVANIZED CHECKER PLATE, FULL TRAFFIC RATED TORSION ASSIST COVER WITH ADJUSTABLE FRAME U.V. Code # Drawing # 2040270 2040260 Oldcastle P.O. BOX 727 Pleasanton, CA. 94566-0727 (510)846-8183 UTILITY VAULT COMPANY, INC. FAX: (510) 846-4904 THIS DOCUMENT IS THE PROPERTY OF THE UTILITY VAULT COMPANY. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. DRAWN TORTORELLI DATE 5/9/95 S.O.NO. XXXX DRAWING NO. REVISED WT. PTS-01 0 REV APPROVED SCALE NOT TO SCALE SHEET OF �..• 30" . MtN.:- PACIFIC BELL - PTS-3660 3'-0"x5'-0" (NOMINAL) STEEL COVER ASSEMBLIES UTILITY VAULT COMPANY PLEASANTON, CA COMMUNICATIONS BUILDING ENTRANCE DUCT STACK DUCT TRENCH BURIED. 30" MIN. BELOW GRADE COMMUNICATIONS VAULT SECTION .:EARTH • DUCTS SHALL BE ALIGNED . PERPENDICULAR TO CORE - HOLES 10 FEET FROM EXTERIO FACE OF VAULT.. 2FOOT DEEP GRAVEL BED 30' DUCT.STACKS SHALLBE-ALIGNED . (OR ASCEND DEPENDING ON GRADE) AT A POINT 30 FEET PERPENDICULAR TO EXTERIOR FACE OF VAULT... COMMUNICATIONS DUCT SWEEP & ELEVATION VAULT APPROACH NTS NOTES: 1. BACKFILL IN TRENCH NOT SHOWN FOR CLARITY. REFER TO THE CIVIL PLANS. 2. CONTRACTOR SHALL LAY A TWO FOOT DEEP GRAVEL BED BELOW FLOOR OF NEW VAULT. 30" MIN. KEYNOTES TKN COMMUNICATIONS SYSTEMS COMPLY WITH DIV. 27 (TKN1) BELL END ENTRY DUCT TERMINATIONS. TKN2) PROVIDE INTEGRAL FRAME ELEMENT TO RECEIVE LBNL'S VAULT NUMBER. REFER TO THE DRAWINGS FOR THE VAULT NUMBER ASSIGNED TO EACH (N) VAULT INSTALLED UNDER THE WORK OF THIS PROJECT. APPLY VAULT NUMBER TO A 1/2" TALL GREEN OR BLACK LAMACOID LABEL RIVETED TO FRAME OR VAULT LID. ALTERNATIVELY, CAST NUMBER INTO VAULT COVER OR WELD ON THE FACE OF DIAMOND PLATE LID. R Q ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P O N M L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 10th Street, Suite 201 Oakland, CA 94607 Contractor OVERAA\\ Construction Smith, = Fause McDonald Inc. sal = 351 Bth Streat San Francisco, CA 94103 (415/ 2551 544140 Fax (41255.91&1 Www.6fLnhi.Coin ink stmi.com Drawing Title DETAILS - COMMUNICATIONS VAULT Drawing No. TN-905 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 281 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT COVER AS SPECIFIED. PROVIDE VAULT SECTIONAL HINGE AT ALL VAULTS LARGER THAN 24"X36" STEEL FRAME CAST -IN TO RECEIVE COVER D GALV. PULL IRON 2 PLACES SUMP KNOCKOUT, KNOCK OUT & SET IN GRAVEL TO DRAIN. BOX CONSTRUCTION AS SPECIFIED TYPICAL UNDERGROUND VAULT ISOMETRIC COMPACTED FILL IIIIII —IIIIII —III II III =III— —III— —III— —IIII III— III— II-11 III IIIIII III II II 111i11_1ii111 - IIII II EWE 11-111-1 % GRAVEL, 12" MINIMUM DEPTH CONCRETE VAULT KTKN1) CONDUIT W/BELL END, GROUT IN HANDHOLE WALL, TYP. '°°° o600�0�°*, ne°°oow O`oo :o o��o ;a00000000�0 00� so50opOcPo 000°°0°000��0°0o °cP °o°o °oo ooe 11- f1• ro NTS 1" AT UNPAVED AREAS FLUSH AT PAVED AREAS I -I I I- III I —IIIIII =1111111111==1111111111=111 — I 1I— I — I 1I— — III- - —I 1I— III III — I 1I— I11111-1 LI�� I 1-111111111111111 III III III III III III III III III I I I —I I I — °°° o .4o.00g o g REFER TO PLANS FOR CONDUIT QUANTITY CORE DRILL SUMP OPENING (2� TYPICAL UNDERGROUND VAULT SECTION REFER TO PLANS FOR CONDUIT SIZE AND QUANTITY NTS EXAMPLE OF PROPER DUCT ROUTING COMMON TRENCH CONTAINING DUCT STACKS EARTH C HI 11 -111- 11-11 -11 -1 DUCT STACKS SHALL BE STRAIGHT FORA MINIMUM OF 5 FEET WHEN ENTERING OR EXITING A PULLBOX. TYPICAL COMMUNICATIONS VAULT I I —I I I 1 1 I II 11 1 1 11 1 11 1 1I 1 F PRIOR TO TRENCH BACKFILLING: 1) INSURE PVC END BELL IS IN PLACE. 2) INSURE PULLBOX IS COMPLETELY SEALED. EARTH COMMON TRENCH CONTAINING DUCT STACKS PLAN VIEW 5' I I —I I I —I I I—1 I PLAN VIEW KEYNOTES TKN COMMUNICATIONS SYSTEMS COMPLY WITH DIV. 27 K TKN1) BELL END ENTRY DUCT TERMINATIONS. DUCT STACKS SHALL LEAVE 5 FEET OF STRAIGHT DUCT MIN. PERPENDICULAR TO CORED ENTRANCE OF PULLBOX PRIOR 5' TO BEGINNING SWEEP. 5 FOOT MINIMUM RADIUS IN ANY GIVEN SECTION OF THE 90 DEGREE DUCT SWEEP. PRODUCED 20 FOOT LENGTHS OF 4 INCH & 3 INCH CONDUIT. THE TOTAL SWEEP RADIUS SHALL BE DETERMINED BY THE MAXIMUM NATURAL BENDING CAPABILITY OF EACH 20 FOOT SECTION. PVC CONDUITS SHALL NOT BE HEATED TO PRODUCE A LARGER BEND. MANUFACTURER SUPPLIED BENDS SHALL BE USED AND CUT TO ACHIEVE FINAL BEND. FOR PARTIAL SWEEP ANGLES, 20 FOOT SECTONS SHALL BE USED TO PRODUCE THE DESIRED TOTAL BEND. HOWEVER, THE TOTAL SWEEP RADIUS SHALL BE DETERMINED BY THE MAXIMUM NATURAL BENDING CAPABILITY OF A 20 FOOT SECTION OF CONDUIT. PVC CONDUITS SHALL NOT BE HEATED TO PRODUCE A LARGER BEND. MANUFACTURER SUPPLIED BENDS SHALL BE USED AND CUT TO PRODUCE A TIGHTER BEND. TYPICAL COMMUNICATIONS VAULT COMMON TRENCH CONTAINING DUCT STACKS NOTES: COMMON TRENCH CONTAINING DUCT STACKS 1. COMPLETE BACKFILL IN TRENCH NOT SHOWN FOR CLARITY CONTRACTOR REFER TO DETAILS. 2. TOP OF DUCT STACKS SHALL BE BURIED A MINIMUM OF 36 INCHES BELOW GRADE. 3. PRIOR TO FINAL ACCEPTANCE OF DUCT WORK INSURE MANDRAL TEST OF EACH DUCT HAS BEEN COMPLETED. REFER TO SECTION 270543. EXAMPLE OF IMPROPER DUCT ROUTING n I COMMUNICATIONS DUCT (3�_ SWEEP & APPROACH AT VAULT NTS EARTH COMMON TRENCH CONTAINING DUCT STACKS R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASAKI ARCHITECTS 570 I Oth Street, Suite 201 Oakland, CA 94607 Contractor OVTQA,&t Construction = Smith, Fause McDonald Inc. 351 Bth Street awl Francisco, CA 94103 [415/ 25544140 Fax (4157 255.9180 Www.6imi.com ink stmi.com Drawing Title DETAILS - COMMUNICATIONS VAULT Drawing No. TN-906 SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION 21 20 19 18 17 16 15 14 13 12 11 10 CLIENT Guide XHEZ Through -Penetration Firestop Systems A A System No. W-J-1025 F-Rating - 2 Hr T-Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft Section A -A Guide XHEZ (W-J-1025 - B Card) Through -Penetration Firestop Systems (Cont'd from W-J-1025 - A Card) System No. W-J-1025 December 17, 1996 F Rating - 2 Hr T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft December 17, 1996 W-J-1025 - A Card (Cont'd on W-J-1025 - B Card) 1. Wall Assembly - Min 6 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space within the firestop system is dependent upon the type of through penetrant, use of the packing material, and type and thickness of fill materials as tabulated in Item 3B. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 4 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or rigid steel conduit. D. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - The firestop system shall consist of the following: A. Packing Material - Pipe and Equipment Covering Materials* - Nom 1 in. thick by min 2-1/2 in. long hollow cylindrical heavy density (min 3.5 pcf) unfaced glass fiber units wrapped around pipe and secured together by means of No. 24 AWG steel tie wire on both sides of the wall. Packing material shall be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. The use of packing material within the firestop system is dependent upon the type of through penetrant and type and thickness of fill material within the firestop system used as tabulated in Item 3B. See Pipe and Equipment Covering - Materials (BRGU) - category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specification and bearing the UL Classfication Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. B. Fill, Void or Cavity Material* - Caulk or Putty - Fill material applied within the annulus, on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the through penetrant. At the point contact location between through penetrant and concrete, a min 3/8 in. diam bead of fill material shall be applied at the concrete/through penetrant interface on both surfaces of wall. The type and thickness of fill material is dependent upon the type of through penetrant, annular within the firestop system and use of packing material within the firestop system as tabulated below: TYPE OF THROUGH PENETRANT NOM ANNULAR SPACE IN. MIN. MAX. ANNULAR IN. USE OF PACKING MTL. TYPE OF MTL. MIN THKNS OF FILL MTL IN. STEEL OR IRON PIPE 0, 1-1/2 OPTIONAL SEALANT 5/8 STEEL OR IRON PIPE 3/4 _ REQUIRED PUTTY 3/4 STEEL CONDUIT OR TUBING _ 0, 1-1/2 OPTIONAL SEALANT 5/8 Guide XHEZ Through -Penetration Firestop Systems System No. C-AJ-1259 F-Rating - 3 Hr T-Rating - 0 Hr A A Guide XHEZ (C-AJ-1259 - B Card) Through -Penetration Firestop Systems (Cont'd from C-AJ-1259 - A Card) System No. C-AJ-1259 March 09, 1999 F Rating - 3 Hr T Rating - 0 Hr March 09, 1999 C-AJ-1259 - A Card Section A -A (Cont'd on C-AJ-1259 - B Card) 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Fill, Void or Cavity Material*- Sealant Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 3/8 in. thick bead of fill material shall be applied at the concrete/penetrating item interface and on both surfaces of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102 or 105 Sealant. *Bearing the UL Classification Marking NW — A A xsm1.12,gc;System No. W-L-1029 s*;(Formerly System No. 467) F Ratings - 1 and 2 Hr (See Item 1B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft b0.25,a0.25; Section A -A Guide XHEZ (W-L-1029 - B Card) Through -Penetration Firestop Systems (Cont'd from W-L-1029 - A Card) System No. W-L-1029 December 16, 1994 (Formerly System No. 467) F Ratings - 1 and 2 Hr (See Item 1 B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft 1. Wall Assembly - The 1 or 2 h fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 and U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 6 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One metallic pipe, conduit or tubing to be centered within the firestop system. A nom annular space of 3/4 in. is required within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. C. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 1 in. thickness of min 3.5 pcf fiberglass insulation shall be wrapped around the through -penetrant and secured together by means of No. 24 AWG steel tie wire. Packing material shall be centered at mid -depth of opening and recessed from both surfaces of wall assembly required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Caulk or Putty - In 2 hr fire rated assemblies min 3/4 in. thickness fill material applied within the annulus, flush both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the penetrating item. In 1 h fire -rated assemblies, min 5/8 in. thickness of fill material applied within annulus on both surfaces of wall. Additional fill material to be installed such that a min 3/8 in. crown is formed around the penetrating item and lapping 1 in. beyond the periphery of the opening. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101 or 105 Sealant and SpecSeal Putty *Bearing the UL Classification Marking Guide XHEZ Through -Penetration Firestop Systems October 04, 2000 W-J-3170 - A Card System No. W-L-3170 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 1 Hr (See Item 3A) —A *V***` eesi .... • i ..•• .oil • imp Guide XHEZ (W-L-3170 - B Card) Through -Penetration Firestop Systems (Cont'd from W-L-3170 - A Card) System No. W-L-3170 October 04, 2000 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 1 Hr (See Item 3A) Section A -A (Cont'd on W-J-3170 - B Card) 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 6 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Steel Sleeve - Cylindrical sleeve fabricated from 0.0125 in. thick (30 gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam. Length of the sleeve to be equal to or max 2 in. greater than the thickness of the wall. Sleeve installed by coiling the sheet steel to a diam smaller than the through opening, inserting the coil through the opening and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. The ends of the steel sleeve shall be flush with or extend a max 1 in. beyond each surface of the wall. As an alternate, steel sleeve may consist of nom 6 in. diam (or smaller) Schedule 5 (or heavier) steel pipe sleeve friction -fitted into circular cutouts in the gypsum board layers. The ends of the steel sleeve shall be flush with or extend a max 1 in. beyond each surface of the wall. 3. Cables - Max 4-1/2 in. diam tight bundle of cables to be installed eccentrically or concentrically within the opening. The annular space between the cables and the periphery of the opening shall be min 0 in. (point contact) to max 1-1/2 in. Cable bundle to be rigidly supported on both sides of the wall assembly. The following types and sizes of cables may be used: A. Max 200 pair No. 24 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. B. Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross -linked polyethylene (XLPE) jacket. C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket. D. Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with PVC insulation and jacket. E. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TEK cable. F. Max 110/125 fiber optic (F.0.) cable with PVC insulation and jacket. G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable (Romex) with PVC insulation and jacket. H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. 3A. Through Penetrating Product* - As an alternate to the cables (Item 3), max 4-1/2 in. diam tight bundle of max 4/C No. 2/0 AWG (or smaller) aluminum or steel Armored Cable+ or Metal Clad Cable+ installed within the opening. Annular space between through -penetrating products and periphery of opening to be min 0 in. (point contact) to max 1-1/2 in. Through penetrating product rigidly supported on both sides of wall assembly. When Armored Cable or Metal Clad Cable is used, T Rating is 1/4 hr. AFC CABLE SYSTEMS INC 4. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 1 in. thickness of 4 pcf mineral wool batt insulation compressed and tightly packed into each end of sleeve. Recess packing material as required to accommodate fill material (Item 4B). B. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within annulus, flush with each end of steel sleeve. At point contact location, min 1/4 in. diam bead of fill material applied at cable bundle/steel sleeve interface on both sides of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Marking Guide XHEZ Through -Penetration Firestop Systems —A A October 04, 2000 W-L-3169 - A Card System No. W-L-3169 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 3/4 Hr (See Item 2A) Section A -A (Cont'd on W-L-3169 - B Card) Guide XHEZ (W-L-3169 - B Card) Through -Penetration Firestop Systems (Cont'd from W-L-3169 - A Card) System No. W-L-3169 October 04, 2000 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4 and 3/4 Hr (See Item 2A) 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 5 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Cables - Max 4-1/2 in. diam tight bundle of cables to be installed eccentrically or concentrically within the opening. The annular space between the cables and the periphery of the opening shall be min 0 in. (point contact) to max 1/2 in. Cable bundle to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of cables may be used: A. Max 200 pair No. 24 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. B. Max 1/C No. 350 kcmil (or smaller) copper conductor cable with cross -linked polyethylene (XLPE) jacket. C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PVC insulation with XLPE or PVC jacket. D. Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with PVC insulation and jacket. E. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC jacketed aluminum clad or steel clad TEK cable. F. Max 110/125 fiber optic (F.0.) cable with PVC insulation and jacket. G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable (Romex) with PVC insulation and jacket. H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation. 2A. Through Penetrating Product* - As an alternate to the cables (Item 2), max 4 in. diam tight bundle of max 4/C No. 2/0 AWG (or smaller) aluminum or steel Armored Cable+ or Metal Clad Cable+ installed within the opening. Annular space between through -penetrating products and periphery of opening to be min 0 in. (point contact) to max 1 in. Through penetrating product rigidly supported on both sides of floor or wall assembly. When Armored Cable or Metal Clad Cable is used, T Rating is 1/4 hr. AFC CABLE SYSTEMS INC 3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. Sealant to be forced into interstices of cable bundle to max extent possible. At point contact location, min 1/4 in. diam bead of fill material applied at cable bundle/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Marking COORDINATE THROUGH PENETRATION ASSEMBLIES W/ FIRE RATED PARTITIONS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. R ALAMEDA COUNTY GENERAL SERVICES AGENCY 1401 LAKESIDE DRIVE, SUITE 800 OAKLAND, CA 94612 P N L K J H G NOTE: If this drawing is not 42"x30" it has been revised from its original size and the scales noted on drawing/details are no longer applicable. © 2024 Shah Kawasaki Architects Revision Number DATE ISSUE DESCRIPTION 10/02/2024 50% DESIGN DEVELOPMENT Project ALAMEDA COUNTY FIRE TRAINING CENTER 5053 GLEASON DRIVE, DUBLIN, CA 94568 D Architect of Record SHAH KAWASA K I ARCHITECTS 570 I0th Street, Suite 201 Oakland, CA 94607 Contractor OVERAAt Construction Smith, Fause McDonald Inc. _ 351 8th Street Sass Francisco, CA 94103 (415) 255.9140 Fax (4151255.9180 www.efmi. com inFoesfmi.com Drawing Title DETAILS - FIRESTOPPING Drawing No. TN-908 A SKA Project Number: 2020096 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT FOR CONSTRUCTION Attachment 3 RESOLUTION NO. 52 -93 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN A RESOLUTION APPROVING AGREEMENT WITH COUNTY OF ALAMEDA AND SURPLUS PROPERTY AUTHORITY WHEREAS, the City is party to an agreement with the County of Alameda entitled "An Agreement Between the County of Alameda and the City of Dublin Regarding Camp Parks, Tassajara Park and Santa Rita Properties" ("Annexation Agreement"), and WHEREAS, an agreement to supersede to the Annexation Agreement has been prepared, entitled "Agreement Between County of Alameda, Surplus Property Authority and City of Dublin Regarding Transfer of Property Tax Revenues Upon Annexation, Provision of Services and Other Matters" ("Revised Agreement"), a copy of which is attached hereto as Attachment 1; and WHEREAS, the Revised Agreement has been executed by the County of Alameda and the Surplus Property Authority; and WHEREAS, the City Manager recommends approval of the Revised Agreement; and WHEREAS, the Council is familiar with the contents of the Revised Agreement; NOW, THEREFORE, BE IT RESOLVED that the Mayor is authorized and directed to execute the Revised Agreement. PASSED, APPROVED, AND ADOPTED THIS 10t.h day of by the following vote: May, 1993 AYES: Councilmenbers Burton, Houston, Howard, Moffatt & Mayor Snyder NOES: None ABSENT: None ABSTAIN: None ATTEST: J:\W[D\MNRS\114\RESOL\SURPLUS.AGA 294 AGREEMENT BETWEEN COUNTY OF ALAMEDA, SURPLUS PROPERTY AUTHORITY AND CITY OF DUBLIN REGARDING TRANSFER OF PROPERTY TAX REVENUES UPON ANNEXATION, PROVISION OF SERVICES AND OTHER MATTERS THIS AGREEMENT, dated for identification this 4. A. day of taiLLY 1992, is entered into between the CITY OF DUBLIN (CITY), a municipal corporation, the COUNTY OF ALAMEDA (COUNTY), a political subdivision of the State of California and the SURPLUS PROPERTY AUTHORITY ("AUTHORITY") of Alameda County, a public corporation. RECITALS A. COUNTY and CITY are parties to an agreement entitled "An Agreement Between the County of Alameda and the City of Dublin Regarding Camp Parks, Tassajara Park and Santa Rita Properties," which is dated August 5, 1986 (hereafter "Annexation Agreement"). B. The Annexation Agreement sets forth certain agreements regarding the annexation of the properties described in that agreement as the "Camp Parks property," the "Tassajara Park property" and the "Santa Rita property" as well as agreement between COUNTY and CITY regarding the transfer of property tax revenues upon annexation of other lands. 114\Agree\Annex.Fnl 1 August 25, 1992 A-CrA4 M at? .L 295 C. The properties described herein as the CAMP PARKS PROPERTY, TASSAJARA PARK PROPERTY, COUNTY GOVERNMENTAL PROPERTY, COUNTY SHERIFF PROPERTY and SANTA RITA PROPERTY were not within the city limits of CITY at the time of execution of the Annexation Agreement but have since been annexed to CITY and are currently within the city limits of CITY. D. CITY is in the process of preparing a general plan amendment and specific plan for the SANTARITA PROPERTY and other properties to the east of SANTA RITA PROPERTY. E. AUTHORITY owns approximately ±613 acres of property within the city limits of CITY, described herein as the SANTA RITA PROPERTY, which AUTHORITY intends to develop in a proprietary capacity. Development of the SANTA RITA PROPERTY will benefit both AUTHORITY, COUNTY and CITY through the provisions of housing, jobs, public recreational amenities and tax revenues. F. AUTHORITY owns approximately ±214 acres of property within the city limits of CITY, described as the COUNTY GOVERNMENTAL PROPERTY, which AUTHORITY and COUNTY use and intend to use for governmental purposes. The use of the COUNTY GOVERNMENTAL PROPERTY for such purposes will benefit CITY and its residents through the provision of governmental services. 114\Agree\Annex.Fnl 2 August 25, 1992 296 G. AUTHORITY owns approximately ±124 acres of property within the city limits of CITY, described as the COUNTY SHERIFF PROPERTY which is used by the Alameda County Sheriff's Department for governmental uses. H. CITY, COUNTY, and AUTHORITY desire to provide a framework for the orderly development of the SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY and needed infrastructure for such development; the provision of -services to the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY; the sharing of property taxes upon annexation by CITY - of lands to the east of CITY's current eastern city limits; the sharing of property tax revenues from properties within CITY; and other related matters. DEFINITIONS For purposes of this Agreement, the following definitions shall apply: a. CAMP PARKS PROPERTY shall mean all property currently designated as Assessor's Parcel Number 946-015-1-5, regardless of whether all or part of such property is later designated by a different Assessor's Parcel Number, and described more particularly in Exhibit A, attached hereto and incorporated herein. 114\Agree\Annex.Fu1 3 August 25, 1992 297 b. COUNTY GOVERNMENTAL PROPERTY shall mean the property owned by AUTHORITY, consisting of approximately ±214 acres, east of Arnold Road, north of Gleason Drive and west of Tassajara Creek, as shown on Exhibit B, attached hereto and incorporated herein. c. COUNTY SHERIFF PROPERTY shall mean the property owned by AUTHORITY, consisting of approximately ±124 acres used, operated and/or controlled by the Alameda County Sheriff's Department, which is located generally north of Broder Ave. and east of Arnold Road extending to Barnett Road, as shown on Exhibit C, attached hereto and incorporated herein. COUNTY SHERIFF PROPERTY shall include any portion of the COUNTY GOVERNMENTAL PROPERTY subsequently used, operated and/or controlled by the Alameda County Sheriff's Department. d. EASTERN DUBLIN shall mean any and all property lying within the City of Dublin Eastern Dublin Planning Area located to the east of CITY's easterly city limits as shown in Exhibit D. e. GENERAL COMMERCIAL PROPERTY (ONE HUNDRED ACRES) shall mean the first 100 acres of property designated as "general commercial" property by CITY's General Plan and Eastern Dublin Specific Plan to be developed on the SANTA RITA PROPERTY and/or in EASTERN DUBLIN for uses other than office uses, which property shall be shown on a map to be prepared, maintained and updated by CITY until a total of 100 acres have been developed, at which time such map shall become a part of this Agreement. 114\Agree\Annex.Fnl -4 August 25, 1992 298 f. SANTA RITA PROPERTY shall mean the property owned by AUTHORITY, consisting of approximately ±613 acres, east of Arnold Road, south of that portion of Gleason Drive west of Tassajara Creek, and west of Tassajara Road, currently designated as Assessor's. Parcel Number 946-015-2, Assessor's Parcel Number 946-15-4 and a portion of Assessor's Parcel Number 946-015-1-4, regardless of whether all or part of such property is later designated by a different Assessor's Parcel Number, and described more particularly in Exhibit E, attached hereto and incorporated herein. g. TASSAJARA PARK PROPERTY shall mean all property currently designated as Assessor's Parcel Numbers 946- 015-1-6 and 946-015-1-7, regardless of whether all or part of such property is later designated by a different Assessor's Parcel Number, and described more particularly in Exhibit F, attached hereto and incorporated herein. AGREEMENT NOW, THEREFORE, in consideration of the promises and acts described herein, the CITY, COUNTY and AUTHORITY agree as follows: 1. Recitals The foregoing recitals are true and correct and are part of this Agreement. 114\Agree\Annex.Fnl 5 August 25, 1992 299 2. Property Tax Transfer uton Future Annexations Upon annexation to CITY of any property within EASTERN DUBLIN, CITY and COUNTY agree that CITY will receive 25.4% of the full one percent ad valorem property tax and/or possessory interest tax from such property and shall retain all other revenues derived from or attributable to EASTERN DUBLIN normally received by a city on account of propertywithin its city limits. This Agreement is made pursuant to the provisions of Revenue and Taxation Code section 99 and shall constitute the agreement for exchange of property tax revenues required by Revenue and Taxation Code § 99(b)(6). Both parties agree to adopt resolutions accepting this exchange of tax revenues, if required by the executive officer of the Local Agency Formation Commission at the time of an application for annexation. 3. Property Tax Transfer following Annexation of Desianated Properties a. CITY shall continue to receive 25.4% of the full one percent ad valorem property tax and/or possessory interest tax from the TASSAJARA PARK PROPERTY and the CAMP PARKS PROPERTY whether such properties, or any part of either such properties, are held by public or private entities. b. CITY shall receive the following percentage of the full one percent ad valorem property tax and/or possessory interest tax from the portions of the SANTA RITA PROPERTY, the COUNTY SHERIFF PROPERTY and the COUNTY GOVERNMENTAL PROPERTY within the following tax rate areas (or any new tax rate areas 114\Agree\Annex.Fn1 -6 August 25, 1992 300 designated that encompass -the same property) and COUNTY shall receive the following percentage of such ad valorem property tax and/or possessory interest tax: Tax Rate Area City County 26-012 38.565216% 31%* 26-013 29.130376% 31%* 26-021 22.871071% 31% *COUNTY shall receive this percentage of the tax following detachment of the property from the Livermore Area Recreation and Park District (LARPD). c. The provisions of subsection (b) of this section shall apply regardless of the ownership of the property included in tax rate areas 26-012, 26-013 and 26-021 or any successor tax rate areas. d. The provisions of this section are entered into pursuant to Revenue and Taxation Code sections 99.4(b). e. Prior to the effective date of this Agreement, CITY shall apply to LAFCO for detachment of the property included in tax rate areas 26-012 and 26-013 from LARPD. 4. Tax Revenues from SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY a. Except as provided in subsection (b) below, CITY will receive all revenues derived from or attributable to the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and the COUNTY GOVERNMENTAL PROPERTY normally received by a city on account of property within its city limits, including the amount of ad 114\Agree\Annex.Fnl 7 August 25, 1992 301 valorem property tax and/or possessory interest tax specified in subsection 3(b) above. b. (1) The total amount of property tax revenues CITY will receive in any fiscal year from the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY shall be reduced by an amount equal to the sum of (1) thirty-five percent (35%) of the sales and use tax revenues received by CITY during the preceding sales tax four quarter period ending with the June State Board of Equalization "balance" payment (hereafter "four quarter period") from businesses located on the GENERAL COMMERCIAL PROPERTY (ONE HUNDRED ACRES) and (2) thirty-five percent (35%) of the sales and use tax revenues received by CITY during the preceding four quarter period from businesses located on the SANTA RITA PROPERTY which is not zoned "general commercial" in CITY's zoning ordinance. This amount shall be referred.to hereafter as the "Property Tax Reduction." (2) In the event that the property tax revenues allocated to CITY from the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY in any fiscal year are less than an amount equal to the Property Tax Reduction, the difference between the amount of such property tax revenues and the Property Tax Reduction shall be carried forward to succeeding fiscal years and shall be a reduction in property tax revenues allocated to 114\Agree\Annex.Fnl -g August 25, 1992 302 CITY from the SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL PROPERTY in future years until the difference is reduced to zero. The following example is provided for illustrative purposes: City's Property Amount of Amount 35% of Tax from Reduction to Carried Sales Tax Three Properties Property Tax Forward Year 1 $200,000 $100,000 $100,000 $100,000 Year 2 200,000 150,000 150,000 50,000 Year 3 250,000 800,000 400,000 0 Total $650,000 $1,050,000 $650,000 $150,000 (3) CITYshall, no later than September 30 of each year, notify COUNTY's Auditor -Controller of the amount of the Property Tax Reduction for the preceding four quarter period. For purposes of this Agreement, the amount of sales and use tax received by CITY during the preceding four quarter period shall be calculated as of the date of the June State Board of Equalization payment to the CITY. This amount shall not include the advance for the month following the fourth sales tax quarter included in the June payment. Upon reasonable notice, COUNTY shall have the right to audit CITY's sales tax records to verify the accuracy of the amount reported. (4) COUNTY shall provide CITY with an annual statement, in the form of attached hereto as Exhibit G, 114\Agree\Annex.Fnl 9 August 25, 1992 303 showing the reduction of property taxes pursuant to this subparagraph (b). (5) Upon reasonable notice, CITY shall have the right to audit COUNTY's property tax records to verify the accuracy of the amount of the reduction to CITY's property tax revenues pursuant to this section. (6) In no event shall property tax revenues allocated to CITY from any areas other than SANTA RITA PROPERTY, COUNTY SHERIFF PROPERTY and COUNTY GOVERNMENTAL ` PROPERTY be reduced by virtue of the provision of this paragraph. (7) In no event shall the reduction to the CITY's property tax revenues provided for in this section be used to reduce the CITY's "base" for calculating its allocation of property taxes pursuant to Revenue and Taxation Code section 97 nor shall it affect the CITY's "property apportionment tax factor" calculated pursuant to Revenue and Taxation Code section 97.5 or its share of the annual tax increment or supplemental assessments. (8) CITY and COUNTY agree that the reduction in property tax revenues provided for in subsection (b)(i) above shall not be deemed "proceeds of taxes" by CITY but shall be considered "proceeds of taxes" by COUNTY for purposes of Article XIIIB of the California Constitution. (9) As used herein, "sales and use tax revenues" shall mean the one percent (1%) sales and use tax revenues currently received by CITY pursuant to the Bradley - Burns Uniform Local Sales and Use Tax Law (Revenue and 114\Agree\Annex.Fnl 10 August 25, 1992 304 Taxation Code section 7200 et sea.) and CITY's Uniform Local Sales and Use Tax Ordinance (Dublin Municipal Code Chapter 3.04). c. In the event that the State changes the current basis for allocation of sales and use tax from an allocation according to situs to some other allocation basis, then CITY and COUNTY shall renegotiate the provisions of subsection (b) of this Agreement with respect to sharing of sales and use taxes. In renegotiating the provisions of subsection (b), the parties shall attempt to preserve the relationship between the total amount of the sales and use tax generated from the properties, the percentage of such tax received by the COUNTY, and the percentage retained by CITY. d. 'Notwithstanding the provisions of subsection (b) above, COUNTY agrees that should any automobile franchise, whether currently located within CITY's existing city limits or hereafter located within CITY's existing city limits (except for automobile franchises located on the SANTA RITA PROPERTY), relocate to the SANTA RITA PROPERTY within twelve (12) months from the date the automobile franchise ceased operating in the City, all sales taxes attributable to such automobile franchise shall be allocated to CITY. In such event, the property on which such automobile franchise is located shall be excluded from the definition of GENERAL COMMERCIAL PROPERTY (ONE HUNDRED ACRES) even if it would otherwise come within that definition. As used herein, "automobile franchise" shall mean any business engaged in the sale, of new automobile and/or trucks, whether or not operating pursuant to franchise agreement. 114\Agree\Annex.Fn1 11 August 25, 1992 305 5. Services to be Provided -- COUNTY SHERIFF PROPERTY a. Except as provided in subsection (b) below and except for services provided by franchise (such as garbage, electricity, gas and cable television), COUNTY shall provide all municipal services to the COUNTY SHERIFF PROPERTY, including police services. b. CITY shall provide fire suppression services to the COUNTY SHERIFF PROPERTY and COUNTY shall reimburse CITY, all as provided in paragraph A of the Letter of Agreement between CITY and COUNTY, dated March 11, 1991, a copy of which is attached hereto and incorporated herein as Exhibit H. 6. Services to be Provided-- COUNTY GOVERNMENTAL PROPERTY a. CITY shall provide all municipal services of the type normally provided by CITY to COUNTY GOVERNMENTAL PROPERTY. b. In the event that COUNTY or AUTHORITY requests services for COUNTY GOVERNMENT PROPERTY at a level in excess of municipal services normally provided by CITY, COUNTY and AUTHORITY agree that CITY may impose fees, charges, assessments or other similar mechanisms to recover the cost o= such increased services. c. As used in this Section and in Section 7, "municipal services of the type normally provided by CITY" shall mean all services on the date of this Agreement provided by CITY from funds other than revenues derived from assessments levied on property." 114\Agree\Annex.Fnl 12 August 25, 1992 306 7. Services to be Provided -- SANTA RITA PROPERTY a. CITY shall provide all municipal services of the type normally provided by CITY to the SANTA RITA PROPERTY. b. In the event that COUNTY or AUTHORITY requests services for SANTA RITA PROPERTY at a level in excess of municipal services normally provided by CITY, COUNTY and AUTHORITY agree that CITY may impose fees, charges, assessments or other similar mechanisms to recover the cost of such increased services. c. COUNTY and AUTHORITY agree that the SANTA RITA PROPERTY will be responsible for any assessments, fees, charges or special taxes, such as those imposed pursuant to the Landscape and Lighting Act of 1972 (Streets and Highways Code sections 22500 et.sea.) or the Mello -Roos Community Facilities Act (Government Code sections 53311 et.sea.), for services provided to all property of a like or similar land use city- wide. 8. Land Use Approvals -- SANTA RITA PROPERTY Notwithstanding any rights and powers which it may possess as a California county, COUNTY and AUTHORITY agree as follows with respect to the SANTA RITA PROPERTY: a. Any development or use of the property shall comply with all CITY rules, regulations, resolutions, ordinances or other enactments relating to land use, including but not limited to CITY's general plan, any applicable specific plan, Municipal Code, Zoning Ordinance, Building Code, Electrical Code, Mechanical Code and Housing Code. 114\Agree\Annex.Fn1 13 August 25, 1992 307 b. CITY, COUNTY and/or AUTHORITY may, but need not, enter into a development agreement of the sort authorized by Government Code sections 65864 et.seq. prior to any development of the property. 9. Land Use Approvals -- COUNTY GOVERNMENTAL PROPERTY and COUNTY SHERIFF PROPERTY Notwithstanding any rights and powers which it may possess as a California county, COUNTY and AUTHORITY agree as follows with respect to the COUNTY GOVERNMENTAL PROPERTY and the COUNTY SHERIFF PROPERTY: a. Except as set forth in subsection (d) below, any COUNTY governmental uses proposed for either property shall be reviewed by CITY Planning Commission for conformity with CITY's general plan in accordance with Government Code section 65402 and shall be subject to site development review in accordance with CITY's zoning ordinance. COUNTY shall be the lead agency for purposes of CEQA review. CITY and COUNTY will share the costs associated with processing site development review equally. b. Any governmental uses proposed for either property, other than COUNTY governmental uses, shall be processed in accordance with CITY's rules, regulations, resolutions, ordinances or other enactments relating to land use, including but not limited to CITY's general plan, any applicable specific plan, Municipal Code, Zoning ordinance, Building code, Electrical Code, Mechanical Code and Housing Code. COUNTY and/or AUTHORITY will assure that governmental uses of the property by any governmental entity other than COUNTY are subject to CITY's land 114\Agree`Annex.Fnl 14 August 25, 1992 308 use rules, regulations, resolutions, ordinance or other enactments by inclusion of a condition to that effect in any deed to or lease of, such property or other similar mechanism. c. If the land use designation of any portion of either property is proposed to be changed or subsequently changed to allow non -governmental uses of the property, the provision of section In such 8 of this Agreement shall be applicable to such property. event, CITY will provide municipal services of the type normally provided by CITY to sucii.property, as provided in section 7, and CITY will receive tax revenues derived from or attributable to such property, as provided in section 3(b) and section 4. d. No site development review shall be required for any uses of the COUNTY SHERIFF PROPERTY by the Sheriff's Department as long as the use is within the perimeter of the existing County Jail property or other existing Sheriff Department facilities, such as the existing training facility. e. CITY agrees to process any review pursuant to Government Code section 65402 and site development review required by subsection (a) as expeditiously as possible. 10. COUNTY Ownership of any portion of CAMP PARKS PROPERTY Notwithstanding any rights and. powers which it may possess as a California county, COUNTY and AUTHORITY agree that in the event that COUNTY or AUTHORITY acquires any interest in the CAMP PARKS PROPERTY: 114\Agree\Annex.Fnl 15 August 25, 1992 309 a. The provisions of section 8 and section 9, depending on the use, shall govern the land uses of such property; b. CITY shall continue to receive 25.4% of the full one percent ad valorem and/or possessory interest tax, as provided in Section 3(a); and c. CITY shall provide services to such property pursuant to Section 6, if the use is a governmental use, or Section 7, iftheuse is non -governmental. 11. Future Infrastructure for SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY a. CITY, COUNTY and AUTHORITY agree in concept that infrastructure should be constructed as necessitated by development and to accommodate reasonably projected development and that costs of such infrastructure shall be borne by properties benefiting therefrom in proportion to the benefit received. b. Notwithstanding any rights and powers which it may possess as a California county, and in addition to the provisions of Section 7(c), COUNTY and AUTHORITY agree that SANTA RITA PROPERTY will be subject to assessments, fees, exactions and/or special taxes for public improvements, such as but not limited to streets, roads, freeway improvements, schools, libraries, parks, police stations and fire stations (including fire equipment and apparatus), which benefit SANTA RITA PROPERTY to the extent of such benefit. c. CITY agrees that any assessments, fees, exactions and/or special taxes will be imposed or levied in a 114\Agree\Annex.Fnl 16 August 25, 1992 310 manner consistent with the manner of imposing similar assessments, fees, exactions and/or special taxes in EASTERN DUBLIN. d. CITY agrees that it will provide the same level of maintenance to the infrastructure as it provides to other similar infrastructure elsewhere in CITY. 12. Reimbursement for Oversizing Infrastructure In the event that COUNTY and/or AUTHORITY are required to install improvements containing supplemental size, capacity, number or length for the benefit of property other than the SANTA RITA PROPERTY, CITY agrees that it will enter into an agreement with COUNTY and/or AUTHORITY for reimbursement for such supplemental improvements in accordance with, and subject to, Dublin Municipal Code section 9.16.110 and Government Code sections 66485 et.seq. 13. Dedication of Easements and Right -of -Way AUTHORITY agrees to dedicate to CITY or other appropriate agencies or entities such portions of SANTA RITA PROPERTY located within the ultimate right-of-way of Gleason Drive, Dublin Boulevard and Hacienda Drive as are necessary for utility easements or right-of-way for installation of utilities such as water, sanitary sewer, communications, gas, electric, storm sewer and cable television. Such dedication shall occur when the SANTA RITA PROPERTY is developed or, in advance of such development, if needed for development of properties in EASTERN DUBLIN. 114\Agree\Annex.Fnl 17 August 25, 1992 311 AUTHORITY agrees to negotiate in good faith with CITY to dedicate any other easements necessary for development of the SANTA RITA PROPERTY and/or properties in EASTERN DUBLIN. 14. Miscellaneous Provisions a. CITY and COUNTY agree to work together to assure, to the extent legally possible, that appropriate mitigation measures are required for any development in southern Contra Costa County that adversely affects traffic circulation in EASTERN DUBLIN and SANTA RITA PROPERTY. b. CITY and COUNTY agree that it is in the interests of both parties to provide adequate sewerage capacity for development of the SANTA RITA PROPERTY and properties in EASTERN DUBLIN and, to that end, agree to work cooperatively toward that goal. c. In the event COUNTY wishes to expand its existing water storage facility located on Tassajara Hill for exclusive use of the Santa Rita Jail, COUNTY shall submit such proposed plans to CITY for review pursuant to Government Code section 65402. In the event that the purpose of expanding such facility is for future use in addition to uses needed by the Santa Rita Jail and other COUNTY governmental uses, COUNTY shall process a conditional use permit through CITY. d. CITY agrees to process an application for planned development rezoning and a development agreement simultaneously with the general plan amendment and specific plan currently being processed, provided such processing is at COUNTY's sole expense and provided, further, that it is understood and agreed that any such rezoning would be conditional 114\Agree\Annex.Fn1 18 August 25, 1992 312 pending completion of the general plan amendment and specific plan process. e. CITY and COUNTY agree that there shall be no adjustment to either party's appropriations limit by virtue of this Agreement. f. CITY agrees that it will not include the SANTA RITA PROPERTY within a redevelopment project area without the consent of COUNTY. 15. Agreement to Become Effective Upon Council Action a. This Agreement shall not become effective unless and until the CITY, acting through its City Council, adopts a general plan and specific plan for the SANTA RITA PROPERTY and COUNTY GOVERNMENTAL PROPERTY which designates land use for such properties of not less than 85% by square footage or by number of units of the land uses shown on Exhibit I, attached hereto and incorporated herein. CITY shall notify COUNTY and AUTHORITY of the effective date of the general plan amendment, which shall be the date of this Agreement. b. Notwithstanding subsection (a) above, this Agreement, once effective, shall not become ineffective if, upon application by COUNTY, AUTHORITY or their successors, CITY changes the land uses for the properties to different intensity of development than that shown on Exhibit I. c. Notwithstanding subsection (a) above, once this Agreement becomes effective, CITY later reduces the density of land uses by more than 15% (by square footage or number of units) below that shown on Exhibit I, the provisions of Section 114\Agree\Annex.p19 19 April 30, 1993 313 20(b) regarding breach shall be applicable, unless such reduction is agreed to by COUNTY. d. Once effective, and except as provided in subsection (e) below, this Agreement shall supersede the Annexation Agreement, which shall thereafter be of no force or effect. e. The Letter of Agreement dated March 11, 1991, (Exhibit H) shall remain in effect with respect to the provision of fire suppression services to COUNTY SHERIFF PROPERTY. 16. Additional Documents and Agreements The parties agree to cooperate in the execution of any additional documents or agreements which may be required to carry out the terms of this Agreement. 17. Successors This Agreement shall bind and inure to the benefit of all successors and assigns of the parties and any associates in interest, and their respective directors, officers, agents, servants, and employees, and the successors and assigns of each of them, separately and collectively, and all its provisions including paragraph 8, shall specifically bind and inure to the benefit of any subsequent owners of the SANTA RITA PROPERTY. 18. Construction of Agreement This Agreement shall be construed and enforced pursuant to the laws of the State of California. 114\Agree\Annex.Fu1 20 August 25, 1992 314 19. Time of the Essence In entering into this Agreement, the parties recognize and agree that time is of the essence. 20. Breach a. If CITY, COUNTY or AUTHORITY breach any provision of this Agreement, the non -breaching party may bring an action for specific performance, declaratory relief, writ of mandate or other appropriate action at law or equity and may recover damages, including interest at the legal rate specified in Code of Civil Procedures section 685.010 from the time of breach, sustained as result of such breach. Damages shall be recoverable only for tax revenues found to be due to the non - breaching party. The prevailing party shall be entitled to recover its attorneys' fees and costs from the breaching party. b. In the event that CITY breaches Section 15(c) of this Agreement, the provisions of Section 2 hereof shall be of no force or effect from the date of such breach forward but such breach shall not affect the allocation possessory interest taxes to CITY from of property taxes and/or property already annexed to CITY. In addition, the provisions of Section 8 hereof shall be of no force or effect and COUNTY and/or SURPLUS PROPERTY AUTHORITY shall be free to develop the SANTA RITA PROPERTY without compliance with CITY's land use regulations. c. If COUNTY fails to remit any tax revenues due to CITY in a timely manner, COUNTY shall pay CITY interest at the legal rate specified in Code of Civil Procedure section 685.010. until such tax revenues are paid. 114\Agree\Annex.Fn1 21 August 25, 1992 315 21. Notices Whenever notice is required hereunder, it shall be given to the parties as follows: To: City of DUBLIN: City Manager City of Dublin 100 Civic Plaza Post Office Box 2340 Dublin, CA 94568 To: COUNTY of Alameda: County Administrator • County of Alameda 1221 Oak Street, Room 555 Oakland, CA 94612 To: SURPLUS PROPERTY AUTHORITY: County Administrator County of Alameda 1221 Oak Street, Room 555 Oakland, CA 94612 22. Warranty of Legal Authority Each party warrants and covenants that it has the present legal authority to enter into this Agreement and to do the acts required of it hereunder. If any party is found to lack the authority to do the acts required of it hereunder or is prevented from performing the acts by a court of competent jurisdiction, this Agreement shall be void. 23. Entire Agreement This document embodies the entire terms and conditions of the Agreement described herein. This Agreement may be executed in three (3) counterparts, each of which shall constitute an original. 316 114\Agree\Annex.Fnl 22 August 25, 1992 24. Zffective Date Th.s Agreement shall become in section 15 herecf. Dated: Approved as to form'; City Attorney Dated: tAY041993 Approved as to form: County Couns _ MLIY f, d 1441 SURPLUS PROPERTY AUTHORITY effective as provided CITY OF DUBLIN Mayor COUNTY OF ALAMEDA Chairman of the Board COUNTY OF ALAMEDA SURPLUS PROPERTY AUTHORITY / _ P I hereby certify usJler penalty of perj cute th tis the eu remendotbof the Board of Supervisors was du147 authorized to exe of the County of Alameda by a majority vote of the Board on nment and that a copy j has been delivered to the President as provide y" Code Section 25103. Dated: MAY 0 41993! WILLIAM MBERWEIN, Clerk, Board of Supervisors County of Alameda, State?ofCalifornia. ! Deputy a r' ei ay.. 4 317_ Exhibit A Exhibit B Exhibit C Exhibit D Exhibit E Exhibit F Exhibit G Exhibit H Exhibit I LIST OF EXHIBITS Legal Description -- CAMP PARKS PROPERTY Legal Description -- COUNTY GOVERNMENT PROPERTY Legal Description -- COUNTY SHERIFF PROPERTY Legal Description -- EASTERN DUBLIN Legal Description -- SANTA RITA PROPERTY Legal Description -- TASSAJARA PARK PROPERTY Annual Statement of Property Tax Reductions for Year Ending June 30, 19xx Letter of agreement between CITY and COUNTY, dated March 11, 1991 Proposed Eastern Dublin General Plan Amendment And Specific Plan Land Use Summary by General Plan Use Designation For Santa Rita Property 318 15 ` note: t t000' Estate of E. A. Dougherty. •a Pg•75) Rancho Son Ramon (J.M.Amador) (Pot.8k;"A' Pg.t71) a Q Q. gNV9 . q Q u boyy �a`zl q'Q t to NZ 26-00.8 . >- 7. D 0 Q 0 0 • Amended Map of the Town of Dougherty(Fa OL) Gfa' ,. 6 / x ' !SO B (491.6Ac) _TOTAL AREA 3636.12 in contra costa - 916.1 in alcneda 2720.0 to freeway - 6.55 (2713.47) U.S.A. 1-5 1254.54Ac(R) $RRR 872 - - 47R- 20 •~„'�/� w..i S`'RRr6721.1 - 47E - 16 C d D (594.53Ac1 CAST20 VALLEY 0.111.11 COUNTY A OB.L66ACJ NO. CCIRSE 0151"�t. 5t9°33 E 149 2 S35°03E 7 3 25'25E 11� 4 S I° 45•w 57•: 5 S2G°plw 30. 5 5.5°33w IC� 7 S40 35'w 3a a s9°2l'E 55, 9 S72.04 E 3s 10 v7a°29E 79.• ' Y 4, 541 05.017 pi4`\ 1I.5Z. ; \ Yt !-5 F ,,Ya 11 .sue Il S4d10E roo.l4(265.33.:c) �''- 1z L lib.; zt'£ I5S %o , t3 5 .• o5w a'1.7.9 14 S 2Y0p'W Sl•3C .(1 IS S9'II' W 1t39.32 0 lc 5%3'-id E. 49.99 -1� tl S 19 59 . 2.5.00 p IB NLl't3'E.42. 19 S tat 35'E 59.♦2. ON 20 5ii' W E. 21II s1s WE.. 152.z3 YL S 1t 39W • 9G94 0 23 S 3' 14' W 109.11 24 9 l l' S5 4302 2 li"• 2$ 9Z9.03'E 1G..S1. ,81./6Ae1 i zt. S.4a'13•3. IS4.9L2 r 1 4 ti T7 Sl•22fi U.te53 ''�.. � ... O 2a S' Stew 64.6Q � ti y o� iv ui/. i ls•w•rc a' vcu +15 13 � 084.50..c) (25665.4.:)„,, f„ •a. .J INTER STATE J Ni z a 4,� o < o J 1 rd c! N v-0 45233 Ae. q iANCN0 .rAsfs 41i� ai yA 7•• �/ '� y+• ;:�%r 11 55.002 ,• ': country , / .c•''�+•°' 95/.B1 AC 91./ ExN I s FT .4319 4. l7 Ae. CONii./ *410 lore trr • PROPERTY I • • Ng.. MI !7' •♦ M.• •=.r dI.• r•. i =IS M NI - III - —. \ \[ —•vas L'/J Ili I ti4 • iLy'4Xj��I •1 • 11.1q1},c. 42 374 �'v -11 -i �'' 1 •� J-� S - — _ k' 4, • • if co-11NTY GOVERN M� 'I ENTAL PROPE.LlV�/ (_2R;.�14± AC) TY• li1l}�%, • . i • • • r• ._-•.�•.•-�� - . '*• of r- • Id 1 1 • nft ----.•ll II) .w 0. n. i% �— • • i v•-•� T ems-•. I ■ Mom' cJrrr'fF2 1 FFFI • ' • • : • , IMES11. Man a•••=10. . a. ' • • ' •'. • : • • : - • :-.‘ ; • ••• • • smoll ' _ , 'a • - •. , • 1•••••1 • ~M., { en—ri —_ r s • - """.. • .. : . ' ''' . ' • " . ' • . ... 7.. . .. • . ,. „ r,... .... .., .: s .t. ‘ , . .•'.. 1 :' 7 ''. :. • ';.•?. „ :-. ' ?, . . . . • , .1. . •' • • ... • • I .... ',": ,T.T.....4P...1.6. NM' P.M. 'Mr •••••••• ONO *Air, ail _ •111...... .,.../.. .,.....,,, ........; .'...., ,... ,..y, ,Ii!..i,)71 •.f 1 , „ . I Tr!. izr-,--.;-:iii.ftgR •=4giiikilidir I - i-;,-- ----- ./.- ,ii.:• vi....• .NAt ', . .... .. . - • - : :. : • ..• ... •.....; • . ,,,.,..,....., . . .. ::'..... . 1 • ' ' ,; t . A ", , , manip:a!imma...mmor sm. ••• _ 1•44•0 ..0/01 444•••• 0.04.10•0.01141.• I 4.14040•444‘ 14444%•40.41 4444 1010 1114 •441 4•44.0.4*. ..... .• m.o. -1 .004 04.0 114040.•• 4101 .14414.C.4$4. 40.1 / 44, ..... 40M. 1414•0•41 444. .^ • • • 1/14•l(414.1:11. r 14.1,Crt. I • tin TTT FAI P.V. 4-7-92 • . • •.. . • . • . • _ • • - • - • • • . • • - • •.• 1t .. 111,•:_/A 11. • •-r• I • . . -• - - • ... a - . „ID - • • . - - . • •••,, - r -•--c v4.1 - ._ • • • ‘r- 4 • •• . • • • • - , - .. • . . • •.. - -.. • . • . • _ _ -• • • • •- A_1.. -cx..t • •-• • il - •••• 2 - 4 - --.V" • Thj 41 %)'• . - • TO • • V- fv - kJ, .;111.11 u =1.111vii- - 111•11-1-• -11 • I"- 4 • " • • :> :•••• • 322 qi.••J/ -II, as - F20PI= RT 7 \ • • • • - 3. 41d t74-7 L �— —`l .. ,,,Ponocnry AIM �•,- }- . r • r• r• • • P.J.I •,, II. l•.w n r. .•.•r. i La It 11 L{a. iia1•a�( ,a/yatK •...: . %%it �` ,6�' rb r n�A U 946-15-4 r•` 946-15-2 XI -I I B IT 323= TASSAJAIPA PARK IR F2 C) F) IR. 1 o 1 h, c• N sL� o.n co m X C amr� o ._ ti NCn.O.O N c r ' cy--'• i` ti to C=wronmr93 72 (57.62Ac) 0 4 ,a N• l' • a 41°,1 czr a . 1 ro 0 i i0 co o>E 0 4aQ i c.co<aQt 26-OQ8 O }•a • 1- 1tj {26 005) U.S.A. i...e.:g ! 1 a 7 1 I o , 12.59 54Ac (Rl i D z 0 (11 .S,?RR t 872- ),-47F-20 r. ..•w••• yam«, 1 SPRR-872-.4 - 47E - 76 • C 8 0 / (58456.:e) -CASTRO VALLEY Q 0 c� 9 (49C61.4c) ...TOTAL AREA 3636.12 in contra costa - 916.1 in olarneda 2720.0 to freeway - 6.55 l2 7 1 3.4 7; w - ScoIe:I".100d Estate of E. A. Dougherty. (Ek.8 Pg.75) Rancho San Ramon (J.M.Amador) (Po1.Ek."A" Pg.17I) Amended Map of the Town of Dougherty (Ec25, - O 16 (2.5241Ac) , r?. A (I83.66Ac/ 06155014) 1 Il wv d� _ . = 'L +''` l ' -- INTER sr4iE w5 gE 457:33 Ac. Sao o•. l% 54a•laE 12 43 o 9 11' 21'E 18S4 t 5 . 5w o1.29 14 521'oo'W Sl.3c IS, S9'1l'W 189.32 �p 1G 51327E 49.S4 \ 1l S1S'S7E 25.0O 1 l8 N':.13'E 4Zt9 �i1 t9 5E6'35'E 239t. -M11 2e S33'21'E 99.a2 04'' 21 5.tS• ICE 15223 22 Zs w • 98.94 2'2 5 l 09. l 1 24 Slia 5a� 43e2, ., LN Wu/ C0LFSE C;ST. 1 Sle433E 1� 2 S55 3 E 3 525'25E I1 a S'° - 53C'2I.M - 6 57.°32'M 7 S40°3°, n . 3 5'°2i E 9 572°0 , 10 n78425E 54 ti roo.-ta(26`3.TAc) _- 25 S-.:u•o3 E 1C.s.54 r';.i 6•:•1 'i 2C $4E'13'2 lS1.91 21 S 1' 22' E 28 sea: 3o'w t4 5 s� (2C99Us) COI/NTr 95L81 Ae (R- 60) a 13 .l •h ,c566.:.c1 ,._: 500. 'j1. • Il• ac< �L. (26-0123----S1�-- USA. ?1,1. 4.17 Ae. q.� 4 � � o' s!..! 1 - 324 lr-v11_11aN=t• 11--r CITY OF DUBLIN ANNUAL STATEMENT OF PROPERTY TAX REDUCTIONS FOR YEAR ENDING JUNE 30, I9xx PROPERTY TAX REVENUES TAX ROLL SANTA RITA PROPERTY ., COUNTY SHERIFF AND GOVERNMENTAL PROPERTY Current Secured $50,000 S25.000 Current Unsecured 5,000 3,000 Supplemental Assessment 6,000 2.000 Prior Secured 4,000 1,000 Prior Unsecured 1,000 1,000 Prior Supplemental Assmt. 1,000 1,000 TOTAL $67,000 S33,000 TUFAL LESS 35q SALES TAX REVENUE . : • CARRY -FORWARD 200,000 NOTE: Tax Revenue reduced $100,000 and $100,000 carry -forward to subsequent year reduction. ANNUSTATLUM I--1 1 E3 I -I- 0325 CITY OF DUBLIN PO Box 2340. Dublin. Cahfornia 94568 March 11, 1991 Mary King, President Board of Supervisors Alameda County 1221 Oak Street, Room 536 Oakland, CA 94612 City Offices. 100 Civic Plaza. Dublin, Cai.`crrra 94568 1.1ii.:)11'i ": tti.. RE: Letter of Agreement regarding Annexation Agreement Provision of Fire Services Honorable President King and Members of the Board: cr :. ; ra • :1 The City of Dublin and the County of Alameda are parties to an agreement entitled "An Agreement Between the County of Alameda and the City of Dublin regarding Camp Parks, Tassajara Park and Santa Rita Properties," which was signed by the City and County in 1986, and is commonly referred to as the "Annexation Agreement." Paragraph 5(c). of the Annexation Agreement provides that the County will remit to the City an amount equal to the City's costs for providing services to the Santa Rita property (described in Exhibit C to the Annexation Agreement), as such costs are determined pursuant to the formulae set forth in Exhibit F to the Annexation Agreement. Paragraph 5(f) of the Annexation Agreement then provides that if the cost of services will exceed 50% of the revenue attributable to the Santa Rita property, the City and the County shall reach agreement regarding the funding of the services which exceed 50% of the revenues. The purpose of this letter is to set forth our agreement, pursuant to the provisions of paragraph 5(f) of the Annexation Agreement, regarding the County's obligation to reimburse the City for the cost of providing fire services to the Santa Rita property. In particular, this letter of agreement relates only to the method of reimbursement for the provision of fire services to the County's Santa Rita Jail (the new Santa Rita Jail) and other public facilities located on the Santa Rita property, as described in the Annexation Agreement. This letter of agreement does not alter the existing method of calculating the cost of reimbursement to the City for fire services as set forth in the "Illustrative Worksheet for Calculating Fire Service Costs," which is part of Exhibit F to the Annexation Agreement, for non-public buildings and structures which may be constructed on the Santa Rita property in the future. E )G E--I I B FT I. Administration (415) 833.6650 • City Council (415) 833-6605 • Finance 1415) 833-6640 • Budding Inspection (415) 833.6820 326 Code Enforcement (415) 833•6820 • Engineering (4151 833.6630 • Planning (4151 833-6610 ---- -• . . - ..e. (Inn or^n _ 0,. ronnnn I.11Sl By this letter of agreement, the cii y A. City's costs for . Dviding fire services (as '",efined in Exhibit 1) to the Santa Rita Jail facility, commencing 1, 1989, shall be. not less than $55,200 per Fiscal Year, commencing with the Fiscal Year beginning July 1, 1989, provided that should the number of calls to the Santa Rita Jail exceed 22 calls in any Fiscal Year beginning with Fiscal Year 1990-91, the City's costs for providing fire services for that year and subsequent years shall be $55,200, plus the "actual costs" per call in excess of 22 calls calculated as shown on Exhibit 2 hereto. B. City's costs for providing fire services on the remainder of the Santa Rita property, as described in Exhibit C to the Annexation Agreement and more particularly shown on Exhibit 3 hereto, shall be the "actual cost" per call per Fiscal Year, and calculated"as shown in Exhibit 2. This method of calculating the City's costs for fire services on the remainder of the Santa Rita property shall not be applicable upon completion of construction of, and assignment of an assessed valuation to, any non-public building on the Santa Rita property. The cost of fire services for non-public building shall be calculated as set forth in Exhibit F to the Annexation Agreement. The City, through the Dougherty Regional Fire Authority, will commence providing fire services to the remainder of the Santa Rita property on January 1, 1991. As used above, "actual cost" shall mean the average cost.per call for each Fiscal Year of the Dougherty Regional Fire Authority (a joint powers agency through which City provides fire services), its successor in interest or the City of Dublin if it directly provides fire services. "Actual Cost" shall be calculated in the manner set forth in Exhibit 2, which is attached hereto and incorporated herein. D. City's costs for providing fire services, as set forth above in paragraphs A & B, determine the amount County will remit to City pursuant to paragraph 5(c) of the Annexation Agreement. In accordance with the Annexation Agreement, City shall invoice County quarterly for fire services. County will pay 25 percent of the base contract cost ($55,200) for each of the first three quarters of the Fiscal Year. City will invoice County for the fourth quarter for the balance owed the City as calculated in accordance with Exhibit 2. County shall pay City within 30 days of receiving an invoice. Approved as to Form ELIZABETH SILVER, City Attorney By: fl -e4 C � r Attest: L U � Approved as to Form KELVIN H. BOOTY, JR., County Counsel By: COU TY OF A AMEDA By: 327 FIRE SERVICES The following definition of Fire Services is for use in the proposed Alameda County Agreement. Fire Services — For the purpose of this contract, Fire Services (or Fire Suppression Services), shall be defined as Fire Authority response to the following types of Incidents; 1. Any type of fire 2. Hazardous Materials incidents 3. Fire, smoke, or water flow alarms 4. Vehicle accidents 5. Extrications b. Rescues 7. Medical aids a. Smoke/odor investigations 9. Arcing electrical wires and equipment 10. Gas leaks 11. Hazardous conditions Fire Prevention inspection activities at the Santa Rita Jail are not included its the above definition. EXHIBIT 1 5587c 328 CITY OF DUBLIll FIRE SERVICE COST NORKSHEET FOR SANTA RITA JAIL AND SANTA RITA PUBIC PROPERTY A. Fiscal Year EL Annual Fire Authority Operating Costs C. Total Calls (Fiscal Year) D, Cost per Call (BIC) E. Calls to Santa Rita Jail F. Excess Calls (E — 22, if less than 0, enter 0) G. Excess Call Costs (D x F) H. Calls on Santa Rita Property (excluding Santa Rita Jail) I. Cost of Calls on Santa Rita Property (0 x H) J. Base Year Agreement t5,202_ K. Cost of Providing Fire Service to County Property (G f I + J) 5587c EXHIBIT 2 329 ;� r• 110 • t 1- 1 0 0 0 ette:-z-7 0 x .S ,i_ammo( `.,atilt 1 1. Aj1111 11611 r 1 1 1 e e• • 0uxtl Ca°A. a °• cox • ,,.• , , • I ii 1 XIr- j•• 7 • 1...1.r-11..�'p L�' "IC'1 1111,1 i:; .I • {r r• r w. . will, ..• till 1 • t411'i •1•.{:•)•I•.•••M, 111/I , 1. •, ••• 111 7l ''I�:.•.1 t1/12 i• �I •i'•'•'I. . . • 1, t,ioa of the Property of She Estate of E. A. Daugherty. talnm • Rah Son Ramon (J.1..Amodal 7.'11h•t rlmi Amended ?.bp of 'Town of Courperly Q 1) i1 1 '.11 t it' j 1 „ 1 •.• 1. 1 •;' 4 11 1";t • 11. t;.•t n ,•1'. t.t• �• rr • • `\♦ e.I...r APN 946-01571-4 •.•... •••eTf• A. I' 7 k. !•▪ f: I i• s , ` I. .M(,,M . 1 !2V C.l,t.1%!: A.11;1 ! 1''. ' �. •L.w/\! Ill.Jl J V' ,TT+�R •rtr• •:.,1' P.1;r 1' , . • • , , , ` , j e, „• ...1...1.2.4 >. T • ac �:: • • • APN 94 6-015-2 ' •� SI >• 'tl �t 1'. r , . 1, I. '1 541 a 11111A WTI III ' ;., 4.. • �'". • t• 1 •.�: t i i t• x •:;1t1;y:'•''- .. • 't, .4_0.'I.'•.. I.-1 • , • I's Llinarr C, Santa Meta Property, 1a defined at 'Ithat area identified 'or Alanlda County .1• Aaeeseor Parcel Xunbara 946-015-2 sad 946-013-14 as of July 1986. S••. 3100 A 1 330 T PROPOSED EASTERN DUBLIN GENERAL PLAN AMENDMENT AND SPECIFIC PLAN LAND USE SUMMARY BY GENERAL PLAN LAND USE DESIGNATION FOR SANTA RITA PROPERTY Land Use Designation Santa Rita Property COMMERCIAL Gross Acres Units General 103.0 1.217 msf Neighborhood 18.0 .235 msf Campus Office 135.8 2.924 msf Hotel 5.0 .120 msf Industrial Park 53.4 .651 msf Public/Semi-Public 0.0 0.000 msf SUBTOTAL RESIDENTIAL 315.2 5.147 msf High 36.3 1,271 5du Med. High 39.5 790 du Medium 64.2 642 du - Low 67.2 269 du Rural 0.0 0 du SUBTOTAL PARRS AND OPEN SPACE City Park Community Park Neighborhood Park Neighborhood Sq. Open space SUBTOTAL SCHOOLS 207.2 2.972 du 56.3 0.0 0.0 0.0 24.6 1 park o parks 0 parks 0 parks 80.9 1 park Elementary 10.5 1 school Jr. High 0.0 0 schools High 0.0 0 schools SUBTOTAL 10.5 1 school TOTAL LAND AREA: 613.8 114\agree\arnex.r1 Page 29 of 28 June 15, 1992 ExH IBIT 331 PROPOSED EASTERN DUBLIN GENERAL PLAN AMENDMENT AND SPECIFIC PLAN LAND USE SUMMARY BY GENERAL PLAN LAND USE DESIGNATION FOR SANTA RITA PROPERTY Land Use Designation Santa Rita Property COMMERCIAL Gross Acres Units General 103.0 1.217 msf Neighborhood 18.0 .235 msf Campus Office 135.8 2.924 msf Hotel 5.0 .120 msf Industrial Park 53.4 .651 msf Public/Semi-Public 0.0 0.000 msf SUBTOTAL 315.2 5.147 msf RESIDENTIAL High 36.3 1,271 5du Med. High 39.5 790 du Medium 64.2 642 du Low 67.2 269 du Rural 0.0 0 du SUBTOTAL PARKS AND OPEN SPACE City Park Community Park Neighborhood Park Neighborhood Sq. Open Space 207.2 2,972 du 56.3 0.0 0.0 0.0 24.6 1 park 0 parks 0 parks 0 parks SUBTOTAL 80.9 1 park SCHOOLS Elementary 10.5 1 school Jr. High 0.0 0 schools High 0.0 0 schools SUBTOTAL 10.5 1 school TOTAL LAND AREA: 613.8 EXHIBIT I 114\Agree\Annex.Fnl 24 August 25, 1992 332 DUBLIN STAFF REPORT CITY COUNCIL Agenda Item 5.7 DATE: TO: FROM: SU B.ECT: January 14, 2025 Honorable Mayor and City Councilmembers Colleen Tribby, City Manager Acceptance of California Department of Justice Tobacco Grant Program Prepared by: Phillip Corvello, Lieutenant Dublin Police Services EXECUTIVE SUMMARY: The City Council will consider approving a Memorandum of Understanding with the California Department of Justice to accept a grant award from the Tobacco Grant Program for Dublin Police Services. This grant will support increased enforcement of state laws and City ordinances related to the illegal sales and marketing of tobacco, or other nicotine related products, including e- cigarettes, to minors for three fiscal years. The grant will also assist in tobacco -related education provided to minors and local businesses. STAFF RECOMMENDATION: Adopt the Resolution Authorizing the City Manager to Enter into a Memorandum of Understanding Accepting the Grant Award from the California Department of Justice Under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016. FINANCIAL IMPACT: The grant amount for each fiscal year is shown in the table below. Eligible expenses include enforcement operation costs associated with illegal sales operations and providing education to business owners and minors. There is no matching fund requirement. Grant Award Amounts Category of Expenditure Budget FY 2024-2025 Budget FY 2025-2026 Budget FY 2026-2027 Personnel Service Costs $19,525 $20,307 $21,118 TOTAL AWARD $60,950 Page 1 of 3 333 DESCRIPTION: Dublin Police Services has conducted research on underage tobacco use in the City of Dublin and found continued use of and possession of tobacco on school campuses. Additionally, several local tobacco retailers have been cited for selling tobacco to minors. Staff also found continued complaints from school personnel about students using tobacco and vape products in local parks, along the Iron Horse Trail, and on school campuses. Approved by California voters in 2016, Proposition 56 increased taxes on cigarettes and other tobacco/nicotine related products under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016. The initiative allocates a portion of annual revenue to the California Department of Justice (DOJ) for enforcement efforts. As an example, $24.6 million was made available statewide in Fiscal Year 2023-24 to support local enforcement efforts to reduce the illegal sale of tobacco products to minors. Since 2020, the DOJ has awarded grant funds through Proposition 56 to Dublin Police Services to supplement tobacco enforcement operations. Through that grant program, staff successfully reduced tobacco sales violations at local retailers and saw a reduction in the number of minors being found in possession of tobacco/nicotine products. Continued enforcement and education efforts are essential in ensuring tobacco laws are adhered to in the community. The DOJ recently notified Dublin Police Services that the current grant application for funds will be approved in the amount of $60,950 for three fiscal years. With these funds, Dublin Police Services will perform the following: • Retail Inspections o Twenty-three tobacco retailers will be inspected per year. o Quarterly inspections will include one eight -hour inspection of licensed tobacco businesses. • Minor Decoy Operations o Five minor decoy operations will be conducted each year. o Fifteen retailers will be targeted during these operations. • Shoulder Tap Operations o Two shoulder tap operations will be conducted each year. o Six retailers will be targeted during these operations. • Retailer Education o Twenty-three retailers will receive educational materials and on -site education and will participate in grantee -provided educational classes. • Enforcement Officer Education o Five enforcement officers will receive education about tobacco laws and ordinances per year. • Prosecution o Dublin Police Services will prosecute all tobacco -related citations with adjudication through the Alameda County East County Hall of Justice. Page 2 of 3 334 The attached resolution authorizes the City Manager to execute a Memorandum of Understanding with the California Department of Justice to accept the grant award. Dublin Police Services will submit quarterly invoices to the Department of Justice outlining the operational costs incurred in meeting the enforcement goals. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: 1) Resolution Authorizing the City Manager to Enter into a Memorandum of Understanding Accepting the Grant Award from the California Department of Justice Under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016 2) Exhibit A to the Resolution - Tobacco Grant Program Memorandum of Understanding 3) Exhibit B to the Resolution - Tobacco Grant Summary of Award (DOJ-PROP56-2024-25-1-021) 4) Exhibit C to the Resolution - Tobacco Grant Program Grantee Handbook Page 3 of 3 335 Attachment I RESOLUTION NO. XX — 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN AUTHORIZING THE CITY MANAGER TO ENTER INTO A MEMORANDUM OF UNDERSTANDING ACCEPTING THE GRANT AWARD FROM THE CALIFORNIA DEPARTMENT OF JUSTICE UNDER THE CALIFORNIA HEALTHCARE, RESEARCH AND PREVENTION TOBACCO TAX ACT OF 2016 WHEREAS, Dublin Police Services staff conducted extensive research of underage tobacco use in the City of Dublin and found continued use and possession of tobacco/nicotine products in the local high schools and middle schools; and WHEREAS, on February 4, 2020, the City Council adopted an Ordinance Amending Chapter 4.40 to Title 4 of the Dublin Municipal Code prohibiting the sale of all flavored tobacco products as well as electronic smoking devices within the City of Dublin; and WHEREAS, in an effort to increase enforcement of underage tobacco use, Dublin Police Services submitted a grant application to the California Department of Justice; and WHEREAS, the California Department of Justice recently awarded Dublin Police Services Tobacco Grant Program funds in the amount of $60,950 through the California Healthcare, Research and Prevention Tobacco Tax Act of 2016; and WHEREAS, the Tobacco Grant Program also provides funding for personnel overtime costs for additional tobacco enforcement operations/education; and WHEREAS, Dublin Police Services will submit quarterly invoices to the California Department of Justice outlining the operational costs to meet the enforcement goals; and WHEREAS, the California Department of Justice agrees to reimburse the City of Dublin for the actual expenditures in performing the Scope of Work included in the approved Grant Application. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin hereby authorizes the City Manager to enter into a Memorandum of Understanding with the California Department of Justice accepting the Tobacco Grant Program funds (including incurring grant -related expenses and receiving reimbursement for those expenses) included as Exhibit A, and as shown in the Tobacco Grant Summary Award included as Exhibit B, and Tobacco Grant Program Grantee Handbook included as Exhibit C. BE IT FURTHER RESOLVED that the City Manager is authorized to execute the amendments to the Memorandum of Understanding, including increasing funding provided in the original Grant Agreement, and make any necessary, non -substantive changes to carry out the intent of this Resolution. Reso. No. XX-25, Item X.X, Adopted 01/14/25 Page 1 of 2 336 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: ATTEST: Mayor City Clerk Reso. No. XX-25, Item X.X, Adopted 01/14/25 Page 2 of 2 337 Attachment 2 co Exhibit A to Resoluti cc i liherfr and juktirc under /mr Tobacco Grant Program Grant Services Branch - Local Assistance Division of Operations Dublin Police Services DOJ-PROP56-2024-25-1-021 MEMORANDUM OF UNDERSTANDING PURPOSE This Memorandum of Understanding ("MOU") is entered into by the Department ofJustice ("DOJ") and the Dublin Police Services ("Grantee"), for the purpose of disbursing grant funds to Grantee for reimbursement of expenditures in compliance with the California Code of Regulations and the Fiscal Year 2024-25 Grantee Handbook. Commencing January 1, 2023, the California Code of Regulations, Title 11, Division 1, Chapter 5: Department of Justice Tobacco Grant Program ("TGP Regulations") shall govern the policies and procedures of the Tobacco Grant Program. The TGP Regulations, Request for Proposals, Grantee Handbook (dated April 2024), and Summary of Award document are hereby incorporated by reference into this MOU. Grantee will expend funds for the purposes identified in the approved Summary of Award document. Reimbursements are to be funded under the California Healthcare, Research and Prevention Tobacco Tax Act of 2016, approved by the voters as Proposition 56. COST REIMBURSEMENT DOJ agrees to reimburse Grantee in arrears, for Grantee's actual expenditures in performing the project or scope of work included in the approved Summary of Award document. Reimbursements for line items in the approved Budget Detail will be made upon receipt of invoices from Grantee and approval of the invoices by DOJ, in accordance with the reimbursement procedures set forth in the TGP Regulations and Grantee Handbook. BUDGET CONTINGENCY CLAUSE It is mutually agreed, if the Budget Act of the current fiscal year and/or any subsequent years covered under the MOU does not appropriate sufficient funds, the MOU shall be of no further force and effect. In the event this situation occurs, DOJ shall have no liability to reimburse/pay any funds to Grantee, or to furnish any other considerations under this MOU. As well, Grantee shall not be obligated to continue performing the provisions of this MOU, for which the Grantee would have been reimbursed. If funding for any fiscal year is reduced or deleted in the Budget Act for purposes of this MOU, DOJ shall have the option to either cancel this MOU with no liability occurring to DOJ or offer an addendum to the Grantee to reflect the reduced amount. Page 1 of 3 Dublin Police Services DOJ-P RO P56-2024-25-1-021 PROJECT BREACH -TERMINATION Failure of a Grantee to comply with this MOU or the TGP Regulations shall be treated by DOJ as a breach of contract. If an act of noncompliance occurs, DOJ may take actions described within the TGP Regulations, including termination. DOJ may terminate this MOU and be relieved of any obligation to disburse grant funds to Grantee should Grantee fail to perform the scope of work at the time and in the manner provided in this MOU. MISCELLANEOUS PROVISIONS Addendum — No addendum or variation of the terms of this MOU is valid unless made in writing and signed by the duly authorized representatives of the parties. Assignment — This MOU is not assignable by Grantee in whole or in part. Indemnification — Grantee agrees to indemnify and hold harmless DOJ, its officers, agents and employees from all claims, liabilities, or losses in connection with the performance of this MOU. Certifications — Grantee certifies that it does not receive funding from a manufacturer, distributor, or advertiser of Cigarettes or Tobacco Products. Grantee further certifies that grant funds will not supplant existing state or local funds dedicated for the same purpose. TERMS Grant Duration: 11/1/2024 — 6/30/2028 Award Amount Category of Expenditure Budget FY 2024-2025 Budget FY 2025-2026 Budget FY 2026-2027 Budget FY 2027-2028 Personal Services $19,525 $20,307 $21,118 $ Operating Expenses and Equipment $0 $0 $0 $ Administrative Costs (Not to Exceed 5%) $0 $0 $0 $ TOTAL AWARD AMOUNT $60,950 The time limit for reimbursements against this award ends 6/30/2028. Requests for reimbursement received after 7/15/2028 cannot be considered by DOJ. GRANTEE CONTACT INFORMATION Victor M. Fox, Chief of Police Dublin Police Services 6361 Clark Avenue, Dublin Ca. 94568 925-833-6670 VictorFox@dublin.ca.gov Page 2 of 3 Dublin Police Services DOJ-PROP56-2024-25-1-021 AUTHORIZATION DOJ and Grantee, by their duly authorized officials, have executed this MOU on the respective dates indicated below. This MOU and any future addendums shall be e-mailed to TobaccoGrants@doj.ca.gov, care of the Division of Operations, Local Assistance Unit, Tobacco Grant Program, and will become fully executed upon completion of signatures from all parties. ictor M. Fox Date Title: Chief of Police Agency: Dublin Police Services NAME: olleen Tribby Title: City Manager Agency: City of Dublin, Ca. NAME: Title: Agency: JENNIFER IVERYJOHNSON, Grant Manager Division of Operations California Department ofJustice NICOLE LEARNED, Administrative Manager Division of Operations California Department of Justice CHRIS RYAN, Chief Division of Operations California Department ofJustice Date Date Date Date Date Page 3 of 3 Attachment 3 Exhibit B to Resolution liberty and justice under tar A Tobacco Grant Program GRANT SERVICES BRANCH - LOCAL ASSISTANCE DIVISION OF OPERATIONS TOBACCO GRANT SUMMARY OF AWARD DOJ-PROP56-2024-25-1-021 DUBLIN POLICE SERVICES This Summary of Award document will be used by the Tobacco Grant Program when determining whether an activity or expense claimed was approved for funding and is reimbursable. Activities other than those presented here may not be reimbursable. A Grant Modification may be necessary for material deviations. Please consult with your Grant Program Officer before engaging in any activity beyond this scope. By signing the Memorandum of Understanding, your agency agrees to the commitments outlined below and this document becomes part of the Grant Agreement. AWARD SUMMARY Award Amount: $60,950 Removed from Award: N/A Other Changes or Stipulations: N/A Requested Amount: $60,950 Reduced Line Items: N/A IMPORTANT PROVISIONS FOR ALL GRANTEES I. Enforcement Activities a. Authorized - If enforcement activities were proposed, only activities that target retailers for illegal sales/marketing of tobacco products were approved. It is expected that the flavor ban will be enforced within one or more enforcement activities. b. Unauthorized - Community or school patrols, or other enforcement actions related to tobacco use and possession, are not permitted. II. Educational Activities a. Authorized — Retailer and/or officer educational activities on tobacco laws and ordinances, if included, are authorized as noted below. b. Unauthorized —School or community education efforts, including media campaigns, are not permitted as part of this award. All educational efforts should be directed to retailers and/or officers. Removed Personnel or Other Items 10/16/2024 Page 1 of 3 341 a. If specific personnel or other items were removed and not funded, they cannot be reinstated during the grant term. IV. Reduced Line Items a. If a specific line item was reduced, the intention was to not fully fund it or the activities it represents. V. Mileage/Fuel a. Budgets that include mileage or fuel were amended to include both together in one line item for flexibility and the type of backup documentation available. Mileage is limited to the state rate in effect at the time of travel. VI. Equipment a. All equipment items must be purchased during the first year of the grant as noted on the Budget Detail. Their awarding is intended to support project goals and be used to support grant activities throughout the grant term. Please reference the Tobacco Grant Program Grantee Handbook for more information regarding allowable costs. GOALS AND ACTIVITIES Reta// Inspections • Per year, 23 retailers will be inspected. • Additional details regarding these inspections: o Dublin Police Services will conduct one (1) eight hour inspection of tobacco licensed . businesses quarterly. Minor Decoy Operations • Per year, 5 minor decoy operations will be conducted. • Per year, 15 retailers will be targeted through these operations. • Additional details regarding these operations: Shoulder Tap Operations • Per year, 2 shoulder tap operations will be conducted. • Per year, 6 retailers will be targeted through these operations. • Additional details regarding these operations: Undercover Buys N/A Retailer Education • Per year, 23 retailers will receive educational materials. • Per year, 23 retailers will receive on -site education. • Per year, 23 retailers will participate in grantee -provided educational classes. • Classes ARE NOT part of a diversion program. 10/16/2024 Page 2 of 3 • Additional details regarding these retailer education activities: o Dublin Police Services will also conduct 1 meeting per year that is 4 hours in length with tobacco retail owners and employees in the importance of Responsible Tobacco Sales (RTS) training. Enforcement Officer Education • Per year, 5 enforcement officers will receive education about tobacco laws and ordinances. • Additional details regarding these officer education activities: Prosecution Grantee will conduct the following activities related to prosecution of violations for sales or marketing of tobacco products to minors: • Dublin Police Services will prosecute all tobacco -related citations with adjudication through the East County Hall ofJustice. Task Force N/A Other Activities N/A PARTNERING AGENCIES Based upon the proposal submitted and any subsequent modifications approved by DOJ, the following agencies are expected to partner with and support the activities and fulfillment of goals referenced above: N/A Please notify your Grant Program Officer of any proposed changes to partnering agencies, particularly if they are included within your budget. 10/16/2024 Page 3 of 3 Attachment 4 Exhibit C to the Resolution TOBACCO GRANT PROGRAM GRANTEE HANDBOOK AP R I L 2024 ROB BONTA Attorney General OFFICE OF THE ATTORNEY GENERAL 344 HANDBOOK FOR GRANTS MADE BY THE CALIFORNIA DEPARTMENT OF JUSTICE (DOJ) TO LOCAL AGENCIES UNDER PROPOSITION 56, THE HEALTHCARE, RESEARCH AND PREVENTION TOBACCO TAX ACT OF 2016 (ACT) All items contained in this Handbook are subject to change. 345 TABLE OF CONTENTS GRANT TERMS AND CONDITIONS 3 Award Acceptance 3 Required Opening Documents 3 Grant Agreement 4 Start of Grant Activities 4 Declination of Award 4 Performance Compliance, Audit, and Responsibility 4 Reviews of Performance and Compliance 4 Non -Assignment 4 Procurement of Goods or Services 4 Supplanting 5 Overpayment of Funds 5 Project Income 5 Non -Use of Funds 5 Non -Compliance 6 Withholding of 10% Pending Closeout 6 Audits 6 DOJ Grant Management 7 Access 7 Funding 7 Cost Criteria 7 Allowable 7 Reasonable 8 Allocable 8 Project Costs 8 Personal Services (Personnel) 8 Operating Expenses and Equipment 8 Administrative Costs 10 Restricted Items 10 Record and Materials Maintenance 11 1 346 Records Retention Period 11 Records to Maintain 11 Tobacco Products 11 Equipment 11 Use of Submitted Data 11 Public Records Act Notice 12 GRANT MANAGEMENT 13 Invoicing 13 Invoice Packages 13 Other Requirements 13 Invoicing Frequency and Deadlines 13 Reporting Requirements 14 Quarterly Progress Reports 14 Enforcement Data Requirement 14 Reporting Frequency and Deadlines 14 Modifications 14 Budget Modifications 14 Grant Modifications 15 Extensions 15 Closeout 15 DEFINITIONS 16 2 347 GRANT TERMS AND CONDITIONS By accepting these funds, your agency agrees to comply with, and be bound by, the conditions set forth in the Memorandum of Understanding (MOU) and documents incorporated by reference including the Request for Proposals (RFP), Program Regulations, Summary of Award, and this Handbook. AWARD ACCEPTANCE REQUIRED OPENING DOCUMENTS Agencies must complete and submit each of the following documents in order to receive reimbursement from DOJ. Documents should be sent via email to TobaccoGrants@doi.ca.gov. Letter of Intent Your award is not final upon initial notification. A Letter of Intent (LOI) to accept the award will be attached to the award notification. An awarded agency must affirm that either (1) it will seek a resolution to accept the award, if your agency has a governing body, or (2) no governing body exists and no resolution is required. In order to officially accept the award, an awarded agency must return the completed, signed LOI within 15 calendar days of the date of the award letter. Governing Body Resolution If the awarded agency has a governing body from which it requires approval, the agency must submit a resolution from this governing body to DOJ in order to formally accept the grant. Once notified of selection, the awarded agency should promptly request the resolution to avoid funding delays. The resolution must authorize the applicant to enter into agreement with DOJ, incur grant -related expenses, and receive reimbursement for those expenses. Also, the resolution should expressly authorize future amendments, if any, for the purpose of increasing funding provided in the original Grant Agreement, without an additional resolution from the governing body. Government Taxpayer ID Form The Governmental Taxpayer ID form is required in order for DOJ to reimburse your agency for grant expenses. Summary ofA ward The Summary of Award must be completed to reflect any reductions, restrictions, or requested revisions communicated by DOJ. Memorandum of Understanding (MOU) In order to be eligible for reimbursement of expenditures under the grant and start grant activities, an MOU between DOJ and the awarded agency is required. The MOU must be approved by a duly authorized representative of your agency or your agency's governing body. The MOU and other accompanying documents must be returned to DOJ via email to TobaccoGrants@doi.ca.gov within 90 calendar days of receipt. 3 348 GRANT AGREEMENT The Grant Agreement represents the final agreement between DOJ and a Grantee that sets forth the terms and conditions of the Grant. The Grant Agreement includes the executed MOU, Request for Proposals (RFP) and associated documents, Summary of Award, Budget Detail, and this Handbook. START OF GRANT ACTIVITIES As noted above, prompt action to obtain the Governing Body Resolution (if the agency has a governing body) is imperative to start activities in a timely manner. Once DOJ has signed the fully -executed MOU and verified that all required opening documents have been completed, the Grantee may begin funded activities and be eligible for reimbursement of expenditures. DECLINATION OF AWARD DOJ will consider an award declined in one the following instances: • Failure to return the LOI within 15 calendar days of the date of the Award Letter; • Failure to execute the MOU and any other required documents within 90 calendar days of the date sent by DOJ; or • Written notification from the awarded agency that they do not wish to accept the grant award. PERFORMANCE COMPLIANCE, AUDIT, AND RESPONSIBILITY REVIEWS OF PERFORMANCE AND COMPLIANCE Grants and funding are subject to performance compliance reviews by DOJ and/or its designee in the form of site visits and other meetings, interviews with Grantees, contractors and other stakeholders, and review of relevant documents. NON -ASSIGNMENT The Grantee is the responsible agency and may not transfer or assign the grant to another entity. PROCUREMENT OF GOODS OR SERVICES The Grantee shall follow its own written procurement policies and procedures when procuring goods or services for activities relating to performance of the grant. All documents related to the procurement of goods or services shall be maintained by the Grantee for the records retention period of five years and copies shall be provided to DOJ when requesting reimbursement. Use of Contractors Grantees may contract for services under the following conditions: • Contractor services must be clearly included within the Grantee's approved Summary of Award and limited to the purpose of achieving the grant objectives specified. 4 349 • Grantees shall have a written agreement with each contractor and, prior to execution, shall submit a copy of the agreement to DOJ for review of alignment with the Summary of Award and provisions of the Grant Agreement as applicable. • Grantees are responsible for ensuring that each contractor complies with the Grant Agreement, including, if applicable, collecting and reporting of progress and inspection data and disallowance of supplanting and restricted items. • Contracting shall not affect the Grantee's overall responsibility for the management of a Project, and the Grantee shall reserve sufficient rights and control to enable it to fulfill its responsibilities for the grant. SUPPLANTING Supplanting is prohibited. Supplanting is defined as using grant funds to pay for costs that are already funded within your agency's budget, or for which other funding has already been received, in order to reallocate existing funding to other purposes. The effect of supplanting would be to reduce the total amount that would have been available for the purpose stated in the application or grant agreement. If DOJ or the California State Auditor identifies that supplanting has occurred, DOJ may pursue remedies for non-compliance. OVERPAYMENT OF FUNDS If an agency is inadvertently reimbursed for more than the amount expended, the overpayment of funds must be returned to DOJ. lithe grant for which the funds are being returned is still active (within the term of the MOU), then the returned funds can be shown as a credit on the next claim submitted for reimbursement. If the grant term has ended, the agency must return the funds within 90 days of notice of overpayment. Checks should be made payable to the California Department of Justice and mailed to: California Department of Justice Division of Operations Tobacco Grant Program — 8th floor P.O. Box 160187 Sacramento, CA 95816 PROJECT INCOME Income generated from a project, if any, may be reinvested by the Grantee into the project for which the grant was awarded, returned to DOJ, or DOJ may approve other uses by the Grantee in accordance with the general purposes of the grant. Project income does not include fines, penalties, legal costs, attorney's fees, or other property collected as a result of enforcement actions by the Grantee. NON-USE OF FUNDS Grantees are expected to start operations within six months of the execution date of the MOU, or approved start date, and are responsible for advising DOJ if they are unable to do so. Grantees who have not started their project and expended any funds within the first year of the beginning of the grant term shall forfeit their award. 5 350 NON-COMPLIANCE In the event a Grantee fails to comply with any of the terms and conditions of the California Healthcare, Research and Prevention Tobacco Tax Act of 2016 Fund or Grant Agreement, DOJ will notify the Grantee in writing. In the event DOJ and a Grantee are unable to resolve a Grantee's non-compliance with the terms and conditions of the California Healthcare, Research and Prevention Tobacco Tax Act of 2016 Fund or Grant Agreement within 30 calendar days of the written notice, DOJ may take one or more of the following actions: • Withhold payments • Recover funds paid to the Grantee • Impose additional conditions on the Grantee • Terminate the Grant Agreement • Disqualify the Grantee from consideration for future grants WITHHOLDING OF 10% PENDING CLOSEOUT DOJ may withhold the final reimbursement claim(s) or 10% of the grant amount, whichever is more, pending approval by DOJ of the final Quarterly Progress Report (QPR). AUDITS Grantees and sub -recipients are subject to audit by both the California State Auditor and DOJ (Rev. & Tax. Code, § 30130.56, subdiv. (a)). In addition to formal audits, DOJ may conduct site visits and request other meetings with reasonable notice. Grantees are expected to be available for these meetings. All documentation related to the receipt and use of grant funds shall be made open to inspection upon request by the California State Auditor and/or DOJ. Grantees are subject to a financial compliance review in the form of an audit, an agreed -upon - procedure, and/or both. A review will be conducted in accordance with the Generally Accepted Government Auditing Standards and Revenue and Tax Code, sections 30130.56 and 30130.57, subdivisions (e)(1), (f) & (g), designed to accomplish any one or more of the following: to monitor compliance with the requirements of the grant program and the terms and conditions of the grant agreement; to assess the quantity, quality, timeliness and cost of services the Grantee produces and delivers under the terms and conditions of the grant agreement; and to assess the performance of any contract entered into by a Grantee relating to a grant. Grounds for Audit Exception One or more of the following shall be grounds for an audit exception, which may require the refund of amounts paid with grant funds: (1) Failure to fully complete the work or services described in the Summary of Award document; (2) Failure to assess the performance of any contract entered into by a Grantee; or 6 351 (3) Failure to maintain documents, records, receipts, and financial accounts supporting the expenditures reimbursed with grant funds. DOJ GRANT MANAGEMENT Each agency will be assigned a Grant Program Officer from DOJ for assistance with implementation and oversight of the agency's specific grant program throughout the life cycle of the grant. Grant Program Officers will maintain regular communications with their agencies and will provide administrative direction and guidance. ACCESS Upon reasonable notice, Grantees shall allow DOJ access to the records of the project, the project sites (if applicable), and any employees or contractors who may reasonably have information related to the project. Also, upon reasonable notice, Grantees shall allow DOJ to accompany the Grantee on project - related activities. FUNDING All expenses claimed for reimbursement, including contracted services, must already be paid by the Grantee. Expenses incurred by subcontractors as part of the project must be invoiced to and paid by the Grantee for reimbursement. DOJ will not reimburse any amount greater than the actual cost of the expenses to the Grantee. Goods and services must be received, invoiced, and paid by the Grantee during the Grant Term in order to be eligible for reimbursement. Any funds spent after the expiration of the Grant Agreement cannot be reimbursed, regardless of when they were obligated or problems with vendor fulfillment. COST CRITERIA ALLOWABLE In general, costs must meet all of the following general criteria to be allowable. An allowable cost must: • Be reasonable for the performance of the grant, and allocable to the grant • Be accorded consistent treatment • In the event a cost is assigned in one way and another cost incurred for the same purpose in like circumstances was previously allocated in the agency's budget in another way, the Grantee shall provide a description of both the current and the prior assignments. The description shall be sufficient for DOJ to ascertain whether or not funds have been supplanted. • Be adequately documented • Comply with the California Healthcare, Research and Prevention Act and terms and conditions of the Grant Agreement • Not be disallowed under the terms of the Grant Agreement 7 352 • Comply with applicable laws and regulations REASONABLE A cost is reasonable if, in its nature and amount, it does not exceed that which would be incurred by a prudent person under the circumstances prevailing at the time the decision was made to incur the cost. In determining the reasonableness of a given cost, consideration will be given to: • Whether the cost is generally recognized as ordinary and necessary for the proper and efficient performance of the grant • The requirements of the grant program and the terms and conditions of the grant agreement • Market prices for comparable goods or services for the geographic area • Whether the Grantee deviates from its established practices and policies regarding the incurrence of costs, which may unjustifiably increase a cost ALLOCABLE A cost is allocable to the grant if the cost is incurred for grant -related activities. Unless otherwise provided for in the grant agreement, if a cost is incurred for the performance of grant - related activities and also for other non -grant -related activities, and benefits both grant and non -grant activities, the proportion that is incurred for the performance of grant -related activities may be approximated using reasonable and properly documented methods and assigned to the grant. PROJECT COSTS Project costs may include the reasonable and necessary cost of tobacco -enforcement related items required to conduct grant -related operations. Specific costs that may be supported by funds awarded under the Tobacco Grant Program are as follows: PERSONAL SERVICES (PERSONNEL) Salaries, overtime, and benefits are allowable expenses as approved within the Grantee's budget. Amounts claimed must be based on actual wages and supported by payroll and attendance records kept by the agency and must be made available to DOJ upon request. OPERATING EXPENSES AND EQUIPMENT Equipment Equipment that directly supports the applicant's project proposal may be purchased using grant funds if approved within the Grantee's budget. Equipment should be purchased within the first year of the project in order to maximize its utility during the grant term. Acceptable documentation for equipment purchases include copies of receipts and proof of payment (copies of checks or credit card statements). Maintenance of property records related to equipment is required. Travel Travel by Grantees for tobacco -related grant activities (if approved within the Grantee's budget) shall be in accordance with the State of California's written travel policies, and subject to any further 8 353 requirement in the grant agreement. Travel that directly supports the applicant's project may be reimbursed using grant funds subject to limitations indicated below. Out-of-state travel requires prior approval and may be subject to additional restrictions. Travel Cost and Reimbursement Limitations Travel may be billed and reimbursed only as allowed by the State of California's established travel reimbursement rates in effect as of the date(s) of travel and must be included in the approved budget. Travel expenditures that exceed the State's allowable rates will be reimbursed only up to the amount allowed and the Grantee will be responsible for the balance. Travel costs may only consist of the reasonable and necessary charges for commercial fares, public transportation, private vehicle, overnight and day parking of private or rental vehicles, bridge and road tolls, meals, lodging, and incidentals, incurred for travel necessary for the performance of the grant. Documentation of Travel Expenses Travel costs shall be substantiated by receipts made available to DOJ upon request for reimbursement. Acceptable documentation of travel expenses includes copies of receipts for meals, lodging, etc., and if applicable, completed agency mileage forms. All receipts must show 'paid'. Training Each grant recipient should send at least one representative to a workshop offered by the Tobacco Grant Program during the first year of each grant award. All trainings must be Tobacco Grant -related. If the training is not offered by DOJ and specifically related to the Grant Agreement, then prior approval must be sought. To obtain prior approval for training, the Grantee must submit specific training information (e.g., flyer, agenda, registration notification, etc.) to confirm it covers tobacco -related content. No portion of training covering non -tobacco topics (e.g. alcohol, cannabis, or other drugs) will be reimbursable. Acceptable documentation for reimbursement of training expenses includes copies of receipts, proof of payment, and training information and approval notification from DOJ as noted above. Any travel associated with the training must comply with travel requirements noted above. Other Expenses Supplies and Materials Supplies and materials that directly support the applicant's project and are not restricted items may be purchased using grant funds. Items in this category must not meet the definition of Equipment and may be consumable. All items which include artwork and/or anti -tobacco messaging require pre -approval from DOJ. As a guideline, the anti -tobacco logo/message must be the prominent feature and should be at least 25% larger than any other logo/message in the design. If there is a front and back to an item, the anti - tobacco logo/message must be placed on the front. Examples of allowable supplies/materials (if approved in the budget) include but are not limited to: • Education materials (pamphlets, brochures, flyers). • Community outreach items (e.g., pop-up tent, table, tablecloth, prize wheel). 9 354 • Promotional materials with an anti -tobacco message (e.g., hats, t-shirts, pencils/pens, water bottles, draw string/reusable bags, lanyards). The anti -tobacco messaging should be predominant and can be an image and/or text. Approval of logo/messaging is required from DOJ prior to purchase of the items. Operating Costs Examples of allowable operating costs (if approved in the budget) include, but are not limited to: • Contracts and inter -agency agreements. • Cell phone, including monthly service costs, allocable to grant project activities. • Media campaigns (prior approval of logos, language/statements to be used, pictures/graphics, etc., must be obtained from DOJ prior to expenditure of funds). • Office equipment (e.g., laptop/PC/printer) allocable to the grant project activities. • Video/Audio recording devices (for enforcement operations). • "Buy Money" used in the course of enforcement operations. ADMINISTRATIVE COSTS Administrative costs, if included in the Grantee's budget, are limited to no more than 5% of direct project expenses (See Rev. & Tax. Code, § 30130.57, subd. (f) and (g)). RESTRICTED ITEMS Grant funds shall not be used to purchase items that are considered restricted and/or intended for personal use. Examples include but are not limited to: • Ammunition • Awards • Award certificates • Balloons • Briefcases • Calendars (decorative) • Cleaning supplies • Coffee pots and supplies • Drones • Facilities lease/rent • Facilities renovations • Firearms and related accessories (scopes, holsters, racks, etc.) • Food, beverages, and any other consumables (including for meetings/conferences) • Gift Cards • Hand sanitizers • K9 • Kleenex/tissue papers • Luggage 10 355 • Luggage carriers • Pepper spray • Personalized products used to advertise an agency and/or programs (e.g., pens, magnets) that are not specific to an anti-smoking/anti-tobacco campaign • Picture frames • Plastic eating utensils • Portable fans • Portable heaters • Refrigerators • Ribbons • Uniforms and standard complement items (battle dress uniforms, vests, boots, etc.) • Vehicles and/or vehicle trailer purchases (vehicle usage, leases, fees, and mileage reimbursement are allowable) If there is a question about whether an item will be approved for reimbursement, then prior approval from the Tobacco Grant Program should be sought. RECORD AND MATERIALS MAINTENANCE RECORDS RETENTION PERIOD Your agency must maintain grant records for the retention period established by your agency for those types of records OR for five years after a grant is closed out by DOJ, whichever is longer. RECORDS TO MAINTAIN Your agency must maintain records relating to the application, grant agreement, budget, and performance of projects. These records include, but are not limited to, reports of enforcement activities, educational programs, policy programs; personnel activity records; payroll records; travel claims; receipts; documents showing the calculation or methodology for determining whether funds were supplanted; and documents showing the calculation or methodology for determining administrative costs. TOBACCO PRODUCTS Grantees shall retain and preserve the tobacco products purchased or otherwise obtained during the course of performing a project, and the purchase records for such tobacco products, in accordance with the Grantee's written policies regarding retention, destruction or forfeiture of such items. EQUIPMENT Grantees shall maintain property records for the records retention period for each item of tangible property considered as equipment. USE OF SUBMITTED DATA Data submitted pursuant to the Grant Agreement may be compiled for DOJ use. 11 356 PUBLIC RECORDS ACT NOTICE Grant documents, including correspondence, are considered public records and subject to the disclosure requirements of the California Public Records Act (CPRA) as solely determined by DOJ. 12 357 GRANT MANAGEMENT INVOICING INVOICE PACKAGES Submit invoices using DOJ-provided forms with all required attachments via email to TobaccoGrants@doi.ca.gov. A complete invoice package must include: • The invoice cover page signed by the agency representative; • The invoice detail pages; and • Documentation of costs incurred and their subsequent payment for all Operating Expenses and Equipment (Section B) claimed. Goods and services received must be shown to have been paid in full. Grantee must be in possession of supporting documentation for all claimed expenses prior to requesting reimbursement. OTHER REQUIREMENTS Prior to authorizing reimbursement on invoices submitted, DOJ will compare expenses claimed against all required reporting. INVOICING FREQUENCY AND DEADLINES Invoices, or requests for reimbursement, must be submitted quarterly (in arrears) by the deadlines listed below. If the date falls on a weekend or holiday, the reimbursement package will be due on the next business day: Table 1. Invoicing Timeline Quarter Date Range Covered (based on payment dates) Due Date Summer July 1— September 30 October 15 Fall October 1— December 31 January 15 Winter January 1— March 31 April 15 Spring April 1—June 30 July 15 13 358 REPORTING REQUIREMENTS QUARTERLY PROGRESS REPORTS Quarterly progress reports (QPRs) must be submitted electronically using a unique link and instructions sent by DOJ via email prior to each report due date. Grantees are expected to describe grant activities undertaken pursuant to the grant during the reporting period. ENFORCEMENT DATA REQUIREMENT Grantees performing tobacco retail enforcement or inspections must provide supplemental data regarding these activities on the same schedule as QPRs. This data must be submitted separately to TobaccoData@doi.ca.gov using the DOJ-provided form. REPORTING FREQUENCY AND DEADLINES Reports referenced below must be submitted quarterly by the deadlines listed below. If the date falls on a weekend or holiday, the report will be due on the next business day. Table 2. Reporting Timeline Quarter Date Range Covered (based on activity dates) Due Date Summer July 1— September 30 October 15 Fall October 1— December 31 January 15 Winter January 1— March 31 April 15 Spring April 1—June 30 July 15 MODIFICATIONS Grantees seeking to modify any aspect of their grant should first contact their Grant Program Officer by emailing TobaccoGrants@doi.ca.gov for assistance. Specific cut-off dates and limitations may apply. BUDGET MODIFICATIONS A Budget Modification is limited to moving funds from one fiscal year to another and/or realigning funds between existing line items up to a 10% increase of the original amount awarded for any single line item across all fiscal years. Budget Modification requests require the submission of the Modification Request form and a revised Budget Detail. Up to three Budget Modifications are allowed per fiscal year during the Grant Term. 14 359 GRANT MODIFICATIONS A Grant Modification involves change to the Grant Agreement that exceeds the scope of a Budget Modification. Requests for a Grant Modification may propose changes to the use of grant funds, project description, project timeline, or other changes related to the project or budget. Grant Modification requests require submission of the Modification Request form including written justification of the need for changes and description of how the proposed changes align with the grant award. Requests modifying the budget require submission of a revised Budget Detail. Requests modifying goals and activities require submission of a revised Summary of Award. Only one Grant Modification is allowed during the Grant Term. EXTENSIONS DOJ cannot reimburse for any expenses paid after the end date of the Grant Term as specified in the MOU. Flexibility to expend funds across four fiscal years is built into the MOUs. DOJ will not consider requests to extend the Grant Term unless received by DOJ at least six months prior to the end date of the MOU. CLOSEOUT DOJ shall conduct closeout review activities prior to closing out each grant to ensure that all necessary administrative actions and projects have been completed by the Grantee. Closeout review activities include, but are not limited to, review of required reporting, verification that any performance issues are resolved, and verification that any audit or agreed -upon -procedure findings are resolved. 15 360 DEFINITIONS The following definitions apply to the Tobacco Grant Program: Administrative Costs The necessary and reasonable indirect expenses as allowed under the terms and conditions of the grant agreement. Application An application is a request by an eligible agency to receive a grant from DOJ pursuant to Revenue and Taxation Code section 30130.57, subdivision(e)(1). Contractor An entity or person, including a consultant, that enters into a contract with a Grantee to perform an approved grant -related activity. May also be referred to as a "Partner." DOJ The California Department of Justice. Equipment An item that has a per -unit acquisition cost of $5,000 or more and a useful life of at least one year. Equipment should be purchased within the first year of the project in order to maximize its utility during the grant term. Grant An award of financial assistance made to a Grantee, the principal purpose of which is the transfer of funds to carry out a project of public benefit authorized and intended by Revenue and Taxation Code section 30130.57, subdivision (e)(1), a Proposal, and the Grant Agreement between the Grantee and DOJ. Grant Agreement The final agreement entered into between DOJ and a Grantee, which sets forth the terms and conditions of the Grant. The grant agreement includes the executed MOU, Request for Proposals and associated documents, Summary of Award document, Budget Detail, and this Handbook. Grant Program Officer A DOJ staff member assigned as the primary point -of -contact for Grantees with regards to the implementation and administration of the grant. Formerly titled "Grant Administrator." Grant Term The period of time provided for in the Grant Agreement. Previously referred to as "Grant Duration." Grantee A local agency to which a Grant is awarded. 16 361 Inspection Data Information regarding retailer inspection or enforcement activity by a Grantee under the terms of the grant agreement, including, but not limited to, information about retailer location, retailer violations, retailer inspections, and retail -related citations, licensing actions, administrative proceedings, diversion proceedings, and prosecutions. Inspection data includes information regarding such activities whether or not a violation was found or a citation was issued. A grant agreement may contain further information about what constitutes inspection data, how it is to be gathered and retained by a Grantee, and how and when it is to be reported to DOJ. Letter of Intent (LO/) A document affirming an awarded agency's intent to accept the grant award. Local Law Enforcement Agency A local government entity, such as a county, city, district, public authority, public agency, and any other political subdivision or public corporation that can support and hire law enforcement peace officers (as defined in Penal Code section 830) and is authorized to: (1) Investigate or conduct an official inquiry into enforcement of state and local laws, ordinances, regulation, and policies related to the illegal sales and marketing of tobacco products to minors and youth, or (2) Prosecute or otherwise conduct a criminal or civil proceeding arising from the illegal sales of tobacco products to minors and youth. Project An undertaking that is planned to conduct activities and achieve stated goals and objectives for which funds were awarded by DOJ to a Grantee from the California Healthcare, Research and Prevention Tobacco Tax Act of 2016 Fund. Quarterly Progress Reports (QPRs) Reports of grant -related activity performed in accordance with the approved project. Submission of these reports is required on a quarterly basis. Records Retention Period The period of time after the grant is closed out that a Grantee must maintain records related to the grant, which is at least five years from the date the grant is closed by DOJ. Request for Proposals (RFP) A solicitation for project proposals from eligible Local Law Enforcement Agencies. Summary ofA ward Document that contains the Grantee's approved goals/objectives and budget narrative reflective of any reductions and/or revisions. Supplant Using grant funds to pay for costs that are already funded within your agency's budget, or for which other funding has already been received, in order to reallocate existing funding to other purposes. The 17 362 effect of supplanting would be to reduce the total amount that would have been available for the purpose stated in the application or grant agreement. Tobacco Products The same meaning as in Revenue and Taxation Code section 30121. 18 363 Agenda Item 5.8 DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Revisions to the Personnel System Prepared by: Sarah Monnastes, Human Resources Director EXECUTIVE SUMMARY: The City Council will consider proposed changes to the City's Personnel System, specifically the Classification Plan and Salary Plan related to part-time job classifications. STAFF RECOMMENDATION: Adopt the following: 1) Resolution Amending the Classification Plan; and 2) Resolution Amending the Salary Plan for Part -Time Personnel. FINANCIAL IMPACT: The proposed changes to the Personnel System, if approved by the City Council, will not require a budget adjustment as there are no financial impacts of updating the part-time job classifications. Part-time salary rate adjustments resulting from updates to the salary ranges have already been projected and included in the approved Fiscal Year 2024-25 budget. DESCRIPTION: Pursuant to the City's Personnel System Rules, a job description must be adopted for each classification in the organization. The job description typically includes key elements, knowledge, skills, abilities, and position requirements. The job descriptions make up the City's Classification Plan. The revisions to the part-time, temporary/seasonal job classifications are proposed to restructure some classifications in order to illustrate a clearer path of promotional opportunities within the City's Park and Community Services Department. The desire is to encourage retention and growth through opportunities for greater responsibility within programmatic areas, which will increase retention and reduce turnover. Specifically, we are proposing moving to a Recreation Leader I/II/III series and the addition of a Pool Manager as the highest level of part-time staff at The Page 1 of 3 364 Wave. Attachment 1 includes the following amendments: • Updating the Classification Plan by eliminating the classifications of Customer Services Assistant and Food Service Worker. These classifications are no longer in use, and there are no plans to utilize them in the future. • Updating the titles of Recreation Aide to Recreation Leader I (Exhibit A) and Recreation Leader to Recreation Leader II (Exhibit B). Changing titles will easily identify employees' progress through the job series. Additional miscellaneous updates to the job specification are also proposed. • Adding the classification of Recreation Leader III (Exhibit C) to the Classification Plan. Recreation Leader III's will be reserved for a few designated shift -lead roles at after -school recreation, summer camps, and as preschool teachers. • Adding Pool Manager (Exhibit D) back to the Classification Plan. In 2020, the duties of a Pool Manager were consolidated into the Program Specialist job specification. It has come to the Staff's attention that the duties of the Pool Manager are different and distinct from the other Program Specialists throughout the Parks and Community Services Department. This will more clearly delineate career progression, specifically at The Wave. • Revising the Program Specialist (Exhibit E) job specification to remove the components related to pool management, as those duties will now be incorporated into the Pool Manager classification discussed above. • Revising the Head Lifeguard (Exhibit F) job specification to lower the minimum education requirement. This change will improve retention rates and provide a longer training period for newly promoted employees. Salary Plan Amendment Included in the City's Personnel System are resolutions that address salary ranges for City personnel. Attachment 8 is a proposed amendment to update the salary ranges for the part-time classifications. To maintain competitive in the market, the recommended hourly rates were determined based on an analysis of comparable salaries within surrounding local government agencies in the Bay Area as well as local fast-food and retail establishments in and around Dublin. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. Page 2 of 3 365 ATTACHMENTS: 1) Resolution Amending the Classification Plan 2) Exhibit A to the Resolution - Recreation Leader I Job Specification 3) Exhibit B to the Resolution - Recreation Leader II Job Specification 4) Exhibit C to the Resolution - Recreation Leader III Job Specification 5) Exhibit D to the Resolution - Pool Manager Job Specification 6) Exhibit E to the Resolution - Program Specialist Job Specification 7) Exhibit F to the Resolution - Head Lifeguard Job Specification 8) Resolution Amending the Salary Plan for Part -Time Personnel Page 3 of 3 366 Attachment I RESOLUTION NO. XX — 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN AMENDING THE CLASSIFICATION PLAN WHEREAS, in accordance with the City's Personnel System Rules, the City Council adopted Resolution No. 30-84 and subsequent resolutions which comprise the Classification Plan; and WHEREAS, it is necessary to periodically amend job descriptions to the Classification Plan. NOW, THEREFORE, BE IT RESOLVED that Resolution No. 30-84 and subsequent Resolutions shall be further amended to delete the following job descriptions: Customer Service Assistant Food Service Worker BE IT FURTHER RESOLVED that Resolution No. 30-84 and subsequent Resolutions shall be further amended to change the titles and update the following job descriptions: Recreation Aide to Recreation Leader I (Exhibit A) Recreation Leader to Recreation Leader II (Exhibit B) BE IT FURTHER RESOLVED that Resolution No. 30-84 and subsequent Resolutions shall be amended to include the following position: Recreation Leader III (Exhibit C) Pool Manager (Exhibit D) BE IT FURTHER RESOLVED that Resolution No. 30-84 and subsequent Resolutions shall be amended to update the following job description: Program Specialist (Exhibit E) Head Lifeguard (Exhibit F) BE IT FURTHER RESOLVED that this document shall become a part of the official Classification Plan for the City of Dublin; and that the changes contained herein shall be effective January 14, 2025. {Signatures on the following page} Reso. No. XX-25, Item X.X, Adopted XX/XX/25 Page 1 of 1 367 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-25, Item X.X, Adopted XX/XX/25 Page 2 of 2 368 Attachment 2 Exhibit A to the Resolution Date Adopted: February 18, 2020 Date Revised: January 14, 2025 Title: Recreation Leader I FLSA: Non -Exempt, Part-Time/Temporary-Seasonal/At-Will Description General Purpose Under general supervision, assist in the proper use of a community recreational facility and assist in providing a variety of recreation programs related to preschool, playground, after -school programs, parks, teens, sports, special events, and senior citizen activities; assist in the oversight of the proper use of a community recreational facility; perform a variety of custodial tasks; assist the public and staff in the use of City facilities. Supervision Received and Exercised Receive general supervision from a Recreation Coordinator and may receive technical and/or functional supervision from a Recreation Leader II, Recreation Leader III or Program Specialist. Essential Duties and Responsibilities The following duties are normal for this classification. The omission of specific statements of duties does not exclude them from the position if the work is similar, related or a logical assignment to this class. Inspect playing field area and equipment prior to play to ensure preparation and safety for play to begin, ensuring safety of players and spectators. • Notify appropriate City staff regarding necessary repair and/or replacement of play areas/related equipment. • Set up furniture or equipment for activities scheduled and see that it is in proper condition and is replaced after use. • Assist in setting up, taking down, and cleaning up recreational facilities; as assigned, open and close facilities as scheduled for use, and secure the facility upon leaving. • Assist in carrying out recreational activities appropriate to a variety of locations such as playgrounds, parks, community centers, preschool classrooms, school sites, and sports facilities. • Assist in leading activities in areas such as arts and crafts, games, sports, music, drama, and nature study. • Monitor activities of facility users for appropriate and safe conduct. • Exercise precautions necessary to ensure the safety of recreation program participants and spectators. • Answer the telephone, provide information to callers and write messages, as needed. • Assist customers at the front counter. • Collect fees from public swimming pool patrons and aquatics class registrants, and issue pool passes. 369 • Perform general clerical work such as issuing receipts, photocopying, and filing; complete and submit required forms and reports. • Complete daily attendance and cash receipt report forms. • Assist in interpreting and applying Parks and Community Services Department policies and procedures in various program areas. • Clean up after facility users and set up for subsequent activities; sweep and mop floors as required, empty trash receptacles throughout the facility, as necessary; keep restrooms and kitchen clean and well stocked with paper towels, tissues, etc. • Clean and sanitize workstation and equipment. • Provide minor first aid to recreation program participants and/or perform related first aid/emergency techniques. • Build and maintain positive working relationships with co-workers, other City employees and the public using principles of good customer service. • Perform other duties as assigned. Minimum Qualifications Knowledge of • English language skills, including punctuation and spelling. • Basic knowledge of a variety of recreation activities. • Techniques of instruction for conducting recreation programs in preschool, playground, parks, after school programming, teens, sports, museum, special events, and senior citizen activities. • Basic arithmetic, including addition, subtraction, multiplication and division. • Point of sale or cash registers. • Customer services techniques. Ability to • Learn skills needed to conduct basic recreation activities. • Follow written and oral instructions. • Communicate clearly and concisely, both orally and in writing. • Deal with difficult or stressful situations in a calm and professional manner. • Establish and maintain cooperative working relationships with those contacted in the course of work. • Use a personal computer (desirable). • Exercise courtesy and tact in dealing with recreation program participants and spectators. • Work effectively with preschool, elementary and teenage children and parents. • Explain and enforce rules, regulations, procedures, and program objectives. • Administer basic First Aid/CPR. • Work nights, weekends, and holidays. Training and Experience Any combination equivalent to education and experience likely to provide the required knowledge and abilities are qualifying. A typical way to obtain the knowledge and abilities would be: 370 Education There is no educational requirement for this class. Experience Work experience is not required; experience in handling money and cashiering is desirable. Demonstrated experience (paid or volunteer) working with school age children in a structured or supervised social/recreational program is desirable. Licenses; Certificates; Special Requirements 1. At time of hire, must be 15 years of age or older. 2. Any offer of employment to an adult who will have direct contact with minors is conditional upon submission of completed fingerprint screening and a satisfactory background check. 3. Current certification in First Aid and CPR is required within one month of employment. 4. Possession of a valid California Class C driver's license is not required for this class; however, if an employee possesses a valid license, he/she may be required to provide a Certificate of Automotive Insurance for Personal Liability. 5. This classification is designated as a Mandated Reporter; Completion of Mandated Reporter training is required within one month of employment. Other Necessary Requirements Physical Standards • The physical standards described are representative of those that must be met by employees to successfully perform the essential functions of this class. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. • On a continuous basis, know and understand all aspects of the job; intermittently analyze work papers, reports and special projects; identify and interpret technical and numerical information; observe and report operational and technical policy and procedures. • Employees must be able to stand and/or sit for extended periods; communicate in person, during meetings, and by phone; and use hands to operate office equipment. Physical tasks include bending, twisting, standing, walking, and lifting up to 50 pounds or pushing/pulling equipment up to 100 pounds. Duties require written and verbal communication, interpreting information and layouts, and interacting with staff, volunteers, vendors, and the public. 371 Attachment 3 Exhibit B to the Resolution tit yea 82 1\•(..,...<014,1111 Date Adopted: February 18, 2020 Date Revised: January 14, 2025 Title: Recreation Leader II FLSA: Non -Exempt, Part-Time/Temporary-Seasonal/At-Will Description General Purpose Under general supervision, lead and conduct activities in the delivery of recreation program areas including preschool, playground, after school programs, parks, teens, sports, special events, and senior citizen; oversee the proper use of a community recreational facility; perform a variety of custodial tasks; assist the public and staff in use of City facilities. Distinguishing Characteristics The Recreation Leader II classification is distinguished from the Recreation I classification in the complexity of duties assigned, independence of action taken, the amount of time spent performing the duties, the nature of the public contact made, and its training responsibilities of new staff. Positions at this level are required to be fully trained in all procedures related to assigned area of responsibility. Supervision Received and Exercised • Receive general supervision from a Recreation Coordinator and may receive technical and/or functional supervision from a Recreation Leader III or Program Specialist. • Exercise technical and functional supervision over Recreation Leader I. Essential Duties and Responsibilities The following duties are typical for this classification. The omission of specific statements of duties does not exclude them from the position if the work is a similar, related, or logical assignment to this class. • Perform all duties and responsibilities as Recreation Leader I. • Lead and conduct recreational activities in program areas such as preschool, playground, parks, after school programming, teens, sports, museum, special events, and senior citizen activities. • Lead and conduct activities in areas such as arts and crafts, games, sports, music, drama, and nature study. • Lead and instruct participants in the rules and methods of playing indoor and outdoor games. • Inspect activity areas and related equipment, make written reports of damage to equipment or facility and recommend maintenance and repair, as appropriate. • Enforce safety rules and regulations; maintain orderly participant conduct. • Provide minor first aid to recreation program participants/spectators and/or perform related first aid/emergency techniques. • Exercise precautions necessary to ensure the safety of program participants, spectators, and renters. 372 • Build and maintain positive working relationships with co-workers, other City employees and the public using principles of good customer service. • Open and close facilities as scheduled for use; clean up after facility users and set up for subsequent activities; secure the facility upon leaving. • Set up furniture or equipment for activities scheduled and see that it is in proper condition and is replaced after use. • Sweep and mop floors as required; keep restrooms and kitchen clean and well stocked with paper towels, tissues, etc.; empty trash receptacles throughout the facility as necessary. • Responsible for monitoring adherence to building rules and party limitations. • Maintain records and complete written program plans and reports. • When work assignments are in public area of assigned facility, greet visitors, collect fees, have visitors sign guest book. • Provide facility and exhibit orientations and/or tours including appropriate tour materials. • Lead and conduct lessons, games, crafts and songs for after school, camps, and preschool programs. • Function as supervising attendant for facility rentals, as necessary. • Monitor patrons, patrol parks and enforce rules to ensure that permit areas are safe, clean, and functional; notify Dublin Police Services as deemed necessary. • Observe park conditions to ensure that permit areas, including picnic areas and fields are within appropriate standards. • Post City information as required and remove outdated and or unauthorized notices. • Confirm reservations for specific permitted areas; resolve conflicts when appropriate. • Provide advice and information on park and recreation regulations to the public when requested and/or as needed; prepare incident reports and related documentation as needed. • Ensure that activities operate in accordance with general department philosophy, objectives and guidelines. • Perform related duties as assigned. Minimum Qualifications Knowledge of • English language skills, including punctuation and spelling. • Operational characteristics of assigned recreation programs. • Principles and practices of facility maintenance and operational practices. • Principles and practices of standard safety precautions. • Techniques of instruction, and use of equipment and supplies, for conducting recreation programs in preschool, playground, parks, after school programming, teens, sports, museum, special events, and senior citizen activities. • Basic arithmetic, including addition, subtraction, multiplication and division. • Point of sale or cash registers. • Customer service principles and conflict resolution. Ability to • Lead and conduct recreation programs and activities. • Lead and conduct effective program curriculum/content and assist in planning and scheduling activities. • Organize people, supplies, equipment and facilities. 373 • Follow written and oral instructions. • Express ideas and communicate effectively both verbally and in writing. • Exercise courtesy and tact in dealing with program participants, spectators, and renters. • Deal with difficult or stressful situations in a calm and professional manner. • Problem -solve conflicts and disputes as applicable. • Establish and maintain cooperative working relationships with those contacted in the course of work. • Work effectively with preschool, elementary, and teenage children and parents. • Learn tour and exhibit content; provide tours to diverse audiences. • Analyze and interpret facility policies and procedures. • Explain and enforce rules, regulations, procedures and program objectives. • Administer basic First Aid/CPR. • Work nights, weekends, and holidays. Training and Experience Any combination equivalent to education and experience likely to provide the required knowledge and abilities are qualifying. A typical way to obtain the knowledge and abilities would be: Education There is no educational requirement for this class. Experience A minimum of one-year experience performing duties similar to that of a Recreation Leader I. Licenses; Certificates; Special Requirements 1. At time of hire, must be 16 years of age (18 years of age or older depending on assignment). 2. Any offer of employment to an adult who will have direct contact with minors is conditional upon submission of completed fingerprint screening and a satisfactory background check. 3. Current certification in First Aid and CPR is required. 4. Possession of a valid California Class C Driver's License and certificate of automobile insurance for personal liability may be required, depending on assignment. 5. This classification is designated as a Mandated Reporter; Completion of Mandated Reporter training is required within one month of employment. Physical Standards • The physical standards described are representative of those that must be met by employees to successfully perform the essential functions of this class. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. • On a continuous basis, know and understand all aspects of the job; intermittently analyze work papers, reports and special projects; identify and interpret technical and numerical information; observe and report operational and technical policy and procedures. • Employees must sit and/or stand for extended periods; communicate in person, during meetings, and by phone; and use hands to operate office equipment. Physical tasks include bending, twisting, standing, walking, and lifting up to 50 pounds or pushing/pulling equipment up to 100 pounds. Duties require written and verbal communication, interpreting information and layouts, and interacting with staff, volunteers, vendors, and the public. 374 Attachment 4 Exhibit C to the Resolution Date Adopted: January 14, 2025 Date Revised: Title: Recreation Leader III FLSA: Non -Exempt, Part-Time/Temporary-Seasonal/At-Will Description General Purpose Under general supervision, assist in planning and oversee the delivery of recreation program areas including preschool, playground, after school programs, parks, teens, sports, special events, and senior citizen; oversee the proper use of a community recreation facilities; perform a variety of custodial tasks; assist the public and staff in use of City facilities. Distinguishing Characteristics The Recreation Leader III classification is distinguished from the Recreation Leader I/II in the complexity of duties assigned, independence of action taken, the amount of time spent performing the duties, the nature of the public contact made, and its training responsibilities of new staff. Positions at this level are required to be proficient in all tasks associated with the delivery of recreation programs in assigned area of responsibility. Supervision Received and Exercised • Receives general supervision from a Recreation Coordinator. May receive technical and/or functional supervision from a Program Specialist. • Exercise technical and functional supervision over Recreation I/II. Essential Duties and Responsibilities The following duties are normal for this classification. The omission of specific statements of duties does not exclude them from the position if the work is a similar, related or logical assignment to this class. • Perform all duties and responsibilities as Recreation Leader I/II. • Assist in planning and oversight of various recreation activities in program areas such as preschool, playground, parks, after school programming, teens, sports, museum, special events, and senior citizen activities. • Serve as the site or program lead for assigned program area, including but not limited to afterschool programs, summer camps, and preschool programs. • Ensure facilities are safe, clean, and prepared for programs or events. • Develop and implement engaging program activities while addressing participant behavior. • Provide regular updates to parents/guardians and communicate effectively with staff, participants, and the public. 375 • Provide minor first aid to recreation program participants/spectators and/or perform related first aid/emergency techniques. • Exercise precautions necessary to ensure the safety of recreation program participants and spectators. • Build and maintain positive working relationships with co-workers, other City employees and the public using principles of good customer service. • Provide program reports as necessary and assist Recreation Coordinators and Program Specialists. • Perform other duties as assigned. Minimum Qualifications Knowledge of • English language skills, including punctuation and spelling. • Operational characteristics of assigned recreation programs. • Principles and practices of facility maintenance and operational practices. • Principles and practices of standard safety precautions. • Basic arithmetic, including addition, subtraction, multiplication and division. • Point of sale or cash registers. • Techniques of instruction, and use of equipment and supplies, for conducting recreation programs in preschool, playground, parks, afterschool programming, teens, sports, museum, special events, and senior citizen activities. • Principles and techniques of effective leadership and supervision. • Customer service principles and conflict resolution. Ability to • Assist in planning and overseeing the delivery of recreation programs and activities. • Provide functional supervision of Staff in Recreation Leader I/II classifications. • Organize people, supplies, equipment and facilities. • Follow written and oral instructions. • Express ideas and communicate effectively both verbally and in writing. • Exercise courtesy and tact in dealing with program participants, spectators, and renters. • Deal with difficult or stressful situations in a calm and professional manner. • Problem -solve conflicts and disputes as applicable. • Establish and maintain cooperative working relationships with those contacted in the course of work. • Work effectively with preschool, elementary, and teenage children and parents. • Learn tour and exhibit content; provide tours to diverse audiences. • Analyze and interpret facility policies and procedures. • Explain and enforce rules, regulations, procedures, and program objectives. • Administer basic First Aid/CPR. • Work nights, weekends, and holidays. Training and Experience Any combination equivalent to education and experience likely to provide the required knowledge and abilities are qualifying. A typical way to obtain the knowledge and abilities would be: 376 Education Equivalent to the completion of the twelfth grade; college level course work in recreation, leisure services, or a related field is desirable. Experience A minimum of two years' experience performing duties similar to that of Recreation Leader II with the City of Dublin. Licenses; Certificates; Special Requirements 1. At time of hire, must be 18 years of age or older. 2. Any offer of employment to an adult who will have direct contact with minors is conditional upon submission of completed fingerprint screening and a satisfactory background check. 3. Current certification in First Aid and CPR is required. 4. Possession of a valid California Class C Driver's License and certificate of automobile insurance for personal liability may be required, depending on assignment. 5. This classification is designated as a Mandated Reporter; completion of Mandated Reporter training is required within one month of employment. Other Necessary Requirements Physical Standards • The physical standards described are representative of those that must be met by employees to successfully perform the essential functions of this class. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. • On a continuous basis, know and understand all aspects of the job; intermittently analyze work papers, reports and special projects; identify and interpret technical and numerical information; observe and report operational and technical policy and procedures. • Employees must stand and/or sit for extended periods; communicate in person, during meetings, and by phone; and use hands to operate office equipment. Physical tasks include bending, twisting, standing, walking, and lifting up to 50 pounds or pushing/pulling equipment up to 100 pounds. Duties require written and verbal communication, interpreting information and layouts, and interacting with staff, volunteers, vendors, and the public. 377 Attachment 5 Exhibit D to the Resolution Date Adopted: January 14, 2025 Date Revised: Title: Pool Manager FLSA: Non -Exempt, Part-Time/Temporary-Seasonal/At-Will Description General Purpose To plan, organize, and supervise aquatics programs related to the management and operation of a public swimming pool. Distinguishing Characteristics The Pool Manager classification is distinguished from the Head Lifeguard classification in the complexity of duties assigned, independence of action taken, the amount of time spent performing the duties, the nature of the public contact made, and its training responsibilities of staff. Positions at this level are required to be proficient in all tasks associated with the delivery of recreation programs in assigned area of responsibility. Supervision Received and Exercised • Receives general supervision from a Recreation Coordinator. May receive technical and/or functional supervision from a Program Specialist. • Exercise technical and functional supervision over part-time staff. Essential Duties and Responsibilities The following duties are normal for this classification. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to this class. • Plan, organize, and supervise swimming activities at a public swimming facility. • Schedule, supervise and evaluate part-time staff; plan and conduct in-service training. • Schedule and maintain staff rotation and breaks; determine appropriate duties for lifeguards during periods when not assigned to lifeguard chair. • Assist with staff recruitment and hiring. • Teach certification classes adhering to all third -party standards, and/or serve as swim instructor or lifeguard, as needed. • Maintain up-to-date safety inspection records, chemical testing records, employee audit records, related swim lesson records, and prepare required reports promptly. • Assist in the supervision of pool and building maintenance; conduct necessary inventory and notify Recreation Coordinator when supplies are needed, or equipment needs repair. 378 • Performs routine administrative duties including answering phone calls, counter reception, cash handling, and participant registration. • Build and maintain positive working relationships with co-workers, other City employees, and the public using principles of good customer service. • Perform other duties as assigned. Minimum Qualifications Knowledge of • English language skills, including punctuation and spelling. • Operational characteristics of assigned aquatics facilities. • Principles and practices of facility maintenance and operational practices. • Principles and practices of standard safety precautions. • Basic arithmetic, including addition, subtraction, multiplication, and division. • Point of sale or cash registers and cash handling procedures. • Public aquatics facility rules, regulations, and policies. • Principles and techniques of effective leadership and supervision. • Customer service principles and conflict resolution. • Use and care of lifesaving techniques and equipment used at public aquatics facilities. • Basic pool chemistry and maintenance. • Basic computer and professional communication skills. Ability to • Plan, organize, and supervise programs related to the management and operation of a public aquatic facility. • Supervise, train, and evaluate part-time staff. • Demonstrate competency in all swimming strokes and adhere to physical standards. • Exercise courtesy and tact in dealing with program participants, spectators, and renters. • Deal with difficult or stressful situations in a calm and professional manner. • Problem -solve conflicts and disputes as applicable. • Establish and maintain cooperative working relationships with those contacted during work. • Analyze, interpret, and enforce facility and city policies and procedures. • Organize people, supplies, equipment, and facilities. • Explain and enforce guidelines, procedures, and program objectives to staff and customers. • Maintain order and safety in a crowded and noisy environment. • Perform and demonstrate lifesaving and emergency first aid techniques and practices. • Prepare, oversee, and/or review reports related to pool management and operations. • Express ideas and communicate effectively both verbally and in writing. • Independently organize work, set priorities, meet deadlines, and follow-up on assignments. • Use modern office practices, methods, and computer equipment and applications. • Work nights, weekends, and holidays. 379 Training and Experience Any combination equivalent to education and experience likely to provide the required knowledge and abilities are qualifying. A typical way to obtain the knowledge and abilities would be: Education Equivalent to the completion of the twelfth grade. Some college coursework in recreation administration, sports management or related field is desirable. Experience Two years of experience managing aquatics facilities and/or programs like those of the City of Dublin, or experience equivalent to completion of two seasonal assignments as Head Lifeguard with the City of Dublin. Licenses; Certificates; Special Requirements 1. At time of hire, must be 18 years of age or older. 2. American Red Cross Water Safety Instructor and Lifeguard Instructor certification is desirable. 3. Completion of Rope Access and Fall Protection certification offered by the City of Dublin within one year of employment. 4. Any offer of employment to an adult who will have direct contact with minors is conditional upon submission of a completed fingerprint screening and a satisfactory background check. 5. Current certification in American Red Cross CPR/AED for the Professional Rescuer, First Aid, Administering Emergency Oxygen, Lifeguard Training, Blood Bourn Pathogen, and First Aid for Public Safety Personnel (Title 22). 6. This classification is designated as a Mandated Reporter; Completion of Mandated Reporter training is required within one month of employment. Physical Standards • The physical standards described are representative of those that must be met by employees to successfully perform the essential functions of this class. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. • On a continuous basis, know and understand all aspects of the job; intermittently analyze work papers, reports and special projects; identify and interpret technical and numerical information; observe and report operational and technical policy and procedures. • Employees must stand and/or sit for extended periods; communicate in person, during meetings, and by phone; and use hands to operate office equipment. Physical tasks include bending, twisting, standing, walking, and lifting up to 50 pounds or pushing/pulling equipment up to 100 pounds. Duties require written and verbal communication, interpreting information and layouts, and interacting with staff, volunteers, vendors, and the public. • The employee is required to adhere to physical standards set by third -party certification requirements during employment and engage in ongoing conditioning during specified employee training. 380 ffie_ Attachment 6 Exhibit E to the Resolution Date Adopted: December 16, 2014 Date Revised: February 18, 2020 January 14, 2025 Title: Program Specialist FLSA: Non -Exempt, Part-Time/Temporary-Seasonal/At-Will Description General Purpose The purpose of the Program Specialist classification is to assist in the development, organization, and operations of programs and projects within the City. Distinguishing Characteristics: Employees assigned to this classification are responsible for performing a broad range of tasks that support planning, coordinating and implementing programs within an assigned area. The individual is expected to perform routine and difficult staff work and take specific responsibility for the assigned programs. Supervision Received/Exercised Receive direction from full-time personnel. As appropriate, may exercise technical and functional supervision over part-time recreation staff and volunteers Essential Duties and Responsibilities The following duties are normal for this classification. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to this class. • Under supervision, assist with planning, coordinating and implementing programs and projects within an assigned area. • Aid in the analysis, implementation and monitoring of City programs. • Assist in the development of new program elements and program modifications as necessary to meet stated goals and objectives. • Conduct surveys and perform routine research and statistical analyses as requested; prepare related reports. • Compile materials and assist in the preparation of reports, manuals, publications and miscellaneous public information literature. • Oversee part-time recreation staff as assigned and review the activities of volunteers. • Assist with administrative tasks including the maintenance of records, files and other data. • Participate in assessing supplies needed for programs and requisition additional supplies as needed. 381 • Assist in the assurance that City activities start and finish in the prescribed manner and time frames. • Build and maintain positive working relationships with co-workers, other City employees and the public using principles of good customer service. Minimum Qualifications Knowledge of • Techniques and methods related to the coordination of the assigned program or project. • Basic budgeting techniques. • Pertinent local, State and Federal laws, ordinances and rules. • English language usage, spelling, punctuation, and grammar. • Principles and practices of record keeping. • Principles and practices of standard safety precautions. • Methods of program planning and evaluation. • Operational characteristics of the assigned Parks and Community Services program or project. • Principles and techniques of effective leadership and supervision. • Customer service principles and conflict resolution. Ability to • Assist with planning, coordinating and implementing programs and projects. • Communicate in an effective manner, both orally and in writing. • Use a personal computer, including word processing, spreadsheet, database, and desktop publishing applications. • Establish and maintain cooperative working relationships with those contacted in the course of work. • Attend day, evening, and weekend meetings and events. • Problem -solve conflicts and disputes. • Supervise, train, and evaluate part-time staff. • Analyze, interpret and explain program policies and procedures. • Prepare written reports, newsletters, flyers and other written materials. • Exercise good judgment, tact and courtesy. Training and Experience Any combination equivalent to education and experience is likely to provide the required knowledge and abilities are qualifying. A typical way to obtain the knowledge and abilities would be: Education • Completion of twelfth grade and some college course work in the area relevant to the assigned program area. • Completion of Associates Arts or Science degree (A.A/A.S.) is desirable. • If assigned to Preschool Program, college course work must include specialization in early childhood education. Experience Two years of progressively responsible paid experience in programming and project areas representative of the assigned program area, with at least one-year of experience supervising 2 382 Staff. Licenses; Certificates; Special Requirements 1. At time of hire, must be 18 years of age or older 2. Possession of valid Red Cross CPR and First Aid Certification. 3. Any offer of employment to an adult who will have direct contact with minors is conditional upon submission of a completed fingerprint screening and a satisfactory background check. 4. Possession of a valid California Class C Driver's License and a Certificate of Automotive Insurance for Personal Liability may be required, depending on assignment. 5. This classification is designated as a Mandated Reporter; Completion of Mandated Reporter training is required within one month of employment. Physical Standards • The physical standards described are representative of those that must be met by employees to successfully perform the essential functions of this class. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. • On a continuous basis, know and understand all aspects of the job; intermittently analyze work papers, reports and special projects; identify and interpret technical and numerical information; observe and report operational and technical policy and procedures. • Employees must sit and/or stand for extended periods; communicate in person, during meetings, and by phone; and use hands to operate office equipment. Physical tasks include bending, twisting, standing, walking, and lifting up to 50 pounds or pushing/pulling equipment up to 100 pounds. Duties require written and verbal communication, interpreting information and layouts, and interacting with staff, volunteers, vendors, and the public. 3 383 Attachment 7 Exhibit F to the Resolution Date Adopted: June 7, 2016 Date Revised: January 14, 2025 Title: Head Lifeguard FLSA: Non -Exempt, Part-Time/Temporary-Seasonal/At-Will Description General Purpose To assist in planning, organizing, and supervising aquatics programs related to the management and operation of a public swimming pool. Distinguishing Characteristics The Head Lifeguard classification is distinguished from the Lifeguard classification in the complexity of duties assigned, independence of action taken, the amount of time spent performing the duties, the nature of the public contact made, and its training responsibilities of staff. Positions at this level are required to be proficient in all tasks associated with the delivery of recreation programs in assigned area of responsibility. Supervision Received and Exercised • Receives general supervision from the Recreation Coordinator, Pool Manager, or Program Specialist. • May exercise technical and functional supervision over part-time staff, as appropriate. Essential Duties and Responsibilities The following duties are normal for this classification. The omission of specific statements of duties does not exclude them from the position if the work is similar, related or a logical assignment to this class. • Enforce pool safety rules and regulations; maintain orderly patron conduct. • Oversee lifeguard team; serve as lifeguard as needed. • Maintain up-to-date records and prepare related reports as required. • Build and maintain positive working relationships with co-workers, other City employees and the public using principles of good customer service. • Perform other duties as assigned. Minimum Qualifications Knowledge of • City swimming pool rules, regulations, and policies. • Basic techniques of motivation and leadership. • Use and care of lifesaving techniques and equipment used at public swimming pools. 384 • English usage, spelling, punctuation, and grammar. Ability to • Assist in the management and operation of a public swimming pool. • Oversee part-time staff activities, as assigned. • Perform all lifesaving strokes according to American Red Cross standards, engage in physical activity. • Perform and demonstrate lifesaving and emergency first aid techniques and practices. • Deal with difficult or stressful situations in a calm and professional manner. • Prepare reports related to pool management and operations, as assigned. • Communicate clearly and concisely, both orally and in writing. • Establish and maintain cooperative working relationships with those contacted in the course of work. • Use of computer applications is desirable. • Explain and enforce rules, regulations, procedures, and program objectives. • Work nights, weekends, and holidays. Training and Experience Any combination equivalent to education and experience likely to provide the required knowledge and abilities are qualifying. A typical way to obtain the knowledge and abilities would be: Education There is no educational requirement for this class. Experience Three years' experience or equivalent to completion of three seasonal assignments as Lifeguard with the City of Dublin. Licenses; Certificates; Special Requirements 1. At time of hire, must be 16 years of age or older. 2. American Red Cross Water Safety Instructor and Lifeguard Instructor certification is desirable. 3. Any offer of employment to an adult who will have direct contact with minors is conditional upon submission of a completed fingerprint screening and a satisfactory background check. 4. Current certification in American Red Cross CPR/AED for the Professional Rescuer, First Aid, Administering Emergency Oxygen, Lifeguard Training, Blood Bourn Pathogen, And First Aid for Public Safety Personnel (Title 22). 5. This classification is designated as a Mandated Reporter; Completion of Mandated Reporter training is required within one month of employment. Other Necessary Requirements Physical Standards • The physical standards described are representative of those that must be met by employees to successfully perform the essential functions of this class. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions. • On a continuous basis, know and understand all aspects of the job; intermittently analyze work 385 papers, reports and special projects; identify and interpret technical and numerical information; observe and report operational and technical policy and procedures. • Employees must stand and/or sit for extended periods; communicate in person, during meetings, and by phone; and use hands to operate office equipment. Physical tasks include bending, twisting, standing, walking, and lifting up to 50 pounds or pushing/pulling equipment up to 100 pounds. Duties require written and verbal communication, interpreting information and layouts, and interacting with staff, volunteers, vendors, and the public. 386 Attachment 8 RESOLUTION NO. XX — 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN AMENDING THE SALARY PLAN FOR PART-TIME PERSONNEL WHEREAS, in accordance with the City's Personnel System Rules, the City Council adopted Resolution No. 143-21 and subsequent resolutions which comprise the Salary Plan for part-time personnel; and WHEREAS, competitive salary provisions which will attract and retain quality employees are important to the organization; and WHEREAS, it is necessary to periodically update salary provisions for part-time employees in the City's personnel system. NOW, THEREFORE, BE IT RESOLVED that the following salary ranges are adopted in accordance with the Personnel Rules: Part -Time Classification Minimum Maximum Administrative Intern $25.00 $30.00 Head Lifeguard $20.00 $22.50 Lifeguard/Swim Instructor $18.00 $20.50 Pool Manager $22.00 $28.50 Program Specialist $23.00 $33.00 Recreation Leader I Minimum Wage $19.50 Recreation Leader II $18.50 $21.50 Recreation Leader III $21.00 $27.50 Slide Attendant Minimum Wage $19.50 BE IT FURTHER RESOLVED that this document shall become a part of the official Salary Plan for the City of Dublin; and that the changes contained herein shall be effective January 14, 2025. {Signatures on the following page} Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 2 387 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 388 r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 6.1 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Housing Element Implementation - Zoning Ordinance Amendments (PLPA- 4020-2024) Prepared by: Kristie Wheeler, Interim Assistant Community Development Director EXECUTIVE SUMMARY: The City Council will consider City -initiated amendments to the Zoning Ordinance to implement certain programs of the General Plan Housing Element. Amendments are proposed to Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance). The City Council will also consider an exemption from the requirements of the California Environmental Quality Act. STAFF RECOMMENDATION: Conduct the public hearing, deliberate, waive the reading, and INTRODUCE the Ordinance Approving Amendments to the Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance). Page 1 of 5 389 FINANCIAL IMPACT: None. DESCRIPTION: Background Each local government in California is required to adopt a comprehensive, long-term General Plan for the physical development of the jurisdiction. A certified Housing Element is one of seven mandatory elements of the General Plan. Housing Element law mandates that local governments update their Housing Element every eight years to demonstrate how the jurisdiction has adequately planned to meet the existing and projected housing needs of all economic segments of the community. On November 15, 2022, the City Council adopted Resolution No. 133-22, which approved the draft Housing Element and associated General Plan and Specific Plan amendments and rezonings. The Resolution also directed staff to submit the draft Housing Element to the State Department of Housing and Community Development (HCD) for review and certification. On November 18, 2022, staff submitted the draft 2023-2031 Housing Element for review and certification. The Housing Element was certified by HCD on January 19, 2024, and includes a number of programs that are required to be implemented by the City. Proposed Project The City has initiated amendments to the Zoning Ordinance to provide timely and effective implementation of the Housing Element. Amendments are proposed to Dublin Municipal Code (DMC) Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance). The proposed amendments would implement the following Housing Element programs: B.3: Density Bonus - Review and revise the Density Bonus Ordinance to ensure continued compliance with State law through the Planning Period. B.10: Objective Design Standards and Streamlined Ministerial Review - Amend the Site Development Review Permit findings to remove subjective language in Findings 3 and 6 to provide objective standards in accordance with Senate Bill (SB) 35. B.11: Transitional and Supportive Housing - Amend the Zoning Ordinance to comply with statutory requirements by permitting transitional and supportive housing as a residential use by -right in all zones where housing is permitted and only subject to those restrictions that apply to other residential dwellings of the same types in the same zones. B.12: Single Room Occupancy Units (SROs) - Review permitting procedures for SROs and amend Page 2 of 5 390 DMC Section 8.12.050 to remove potential constraints. B.17: Community Care Facilities - Amend the Zoning Ordinance to allow community care facilities in all zones allowing residential uses. Amend the Zoning Ordinance to revise the definition of "Family" to eliminate constraints to persons with disabilities. D.3: Emergency Shelters - Review and amend, if necessary, the Emergency Shelters Ordinance for consistency with Government Code Section 65583(a)(4). Amend the Emergency Shelters Ordinance and Zoning Ordinance to comply with Assembly Bill (AB) 139 parking requirements. D.6: Parking Requirements Near Public Transit - Amend Zoning Ordinance to comply with the requirements established in AB 2097. Analysis The following provides an overview of the proposed amendments to the Zoning Ordinance: Chapter 8.08 (Definitions) - Amendments to Chapter 8.08 are proposed to remove reference to "small" and "large" in the definitions of "Community Care Facility," "Supportive Housing" and "Transitional Housing" and to ensure that the definitions of each are consistent with applicable Government Code requirements. In addition, the definition of "Family" has been updated to eliminate constraints to disabled persons. Finally, the definition of "Single -Room Occupancy Unit" has been updated to provide a minimum size requirement. Chapter 8.12 (Zoning Districts and Permitted Uses of Land) - Amendments are proposed to the permitted and conditionally permitted land use matrix to remove reference to "small" and "large" "Community Care Facility," "Supportive Housing" and "Transitional Housing" and to permit each land use in zoning districts that permit residential uses by -right and require a Conditional Use Permit approved by the Planning Commission for each land use type in the C-1 (Retail Commercial), C-2 (General Commercial), M-P (Industrial Park) and M-1 (Light Industrial) zoning districts. In addition, the matrix would be amended to permit "Single -Room Occupancy Units" in the C-2 zoning district. Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts) and Chapter 8.24 (Commercial Zoning Districts) - Amendments are proposed to Chapters 8.16, 8.20 and 8.24 to provide consistency with the amendments proposed to the land use matrix in Chapter 8.12 related to community care facilities, supportive housing, transitional housing and single - room occupancy units. Chapter 8.45 (Emergency Shelters) - Amendments are proposed to the development standards in Chapter 8.45 to ensure that they are consistent with Government Code Section 65583(a)(4). Chapter 8.46 (Single Room Occupancy Units) - Amendments are proposed to Chapter 8.46 to remove potential constraints to development of single room occupancy units, including permitting them by -right subject to ministerial approval of a Zoning Clearance. Chapter 8.47 (Supportive Housing) and Chapter 8.50 (Transitional Housing) - Amendments are Page 3 of 5 391 proposed to Chapters 8.47 and 8.50 to remove reference to "small" and "large" and update where supportive housing and transitional housing are permitted by -right and where they require approval of a Conditional Use Permit. Chapter 8.52 (Density Bonus Regulations) - Amendments are proposed to Chapter 8.52 to ensure continued compliance with State law. Chapter 8.76 (Off -Street Parking and Loading Regulations) - Amendments are proposed to Chapter 8.76 to add an exception to the City's off-street parking requirements for residential, commercial and other development projects located within one-half mile of public transit as defined by Section 2155 of the Public Resources Code consistent with AB 2097. In addition, proposed off- street parking requirements for community care facilities, supportive housing and transitional housing would be updated to ensure that they are the same as would be applied to other residential uses in the same zoning districts. Finally, proposed parking requirements for emergency shelters would be amended consistent with AB 139. Chapter 8.104 (Site Development Review) - Amendments are proposed to two of the findings required to approve a Site Development Review Permit contained in DMC Sections 8.104.090(C) and (F) to clarify that they would not apply to a housing development project subject to ministerial review under SB 35 as defined by Government Code Section 65589.5(h)(2). Chapter 8.116 (Zoning Clearance) - Amendments to Chapter 8.116 are proposed to add single room occupancy units as a project that requires ministerial approval of a Zoning Clearance. Attachment 1 is the draft Ordinance approving the proposed Zoning Ordinance Amendments. A redlined version of the proposed Zoning Ordinance Amendments is included as Attachment 2 where underlined text is proposed to be added and text with a strikcthrough is proposed to be deleted. Consistency with the General Plan, Specific Plans, and Zoning Ordinance The proposed Zoning Ordinance Amendments are consistent with the Dublin General Plan in that the amendments are necessary to implement programs identified in the Housing Element. Specifically, the proposed Zoning Ordinance Amendments would implement Programs B3: Density Bonus, B.10 Objective Design Standards and Streamlined Ministerial Review, B.11 Transitional and Supportive Housing, B.12 Single Room Occupancy Units, B.17: Community Care Facilities, D.3: Emergency Shelters, and D.6: Parking Requirements Near Transit. ENVIRONMENTAL DETERMINATION: The California Environmental Quality Act (CEQA), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and that environmental documents be prepared. The proposed Zoning Ordinance Amendments are exempt from the requirements of CEQA pursuant to CEQA Guidelines Section 15061(b)(3) because it can be seen with certainty that there is no possibility that the amendments will have a significant effect on the environment and are not subject to CEQA review. Page 4 of 5 392 PLANNING COMMISSION REVIEW: The Planning Commission held a public hearing on December 10, 2024, to consider the proposed Zoning Ordinance Amendments and unanimously recommended approval to the City Council. Planning Commission Resolution No. 24-09 is included as Attachment 3. STRATEGIC PLAN INITIATIVE: Strategy 3: Housing Inclusivity and Affordability Objective A: Implement the goals, policies, and programs in the 2023-2031 Housing Element. NOTICING REQUIREMENTS/PUBLIC OUTREACH: In accordance with State law, a public notice was published in the East Bay Times and posted at several locations throughout the City. Additionally, the City Council Agenda was posted. ATTACHMENTS: 1) Ordinance Approving Amendments to the Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance) 2) Redlined Zoning Ordinance Amendments 3) Planning Commission Resolution No. 24-09 Recommending City Council Approval of Amendments to the Zoning Ordinance Page 5 of 5 393 Attachment I ORDINANCE NO. XX — 25 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING AMENDMENTS TO DUBLIN MUNICIPAL CODE CHAPTER 8.08 (DEFINITIONS), CHAPTER 8.12 (ZONING DISTRICTS AND PERMITTED USES OF LAND), CHAPTER 8.16 (AGRICULTURAL ZONING DISTRICT), CHAPTER 8.20 (RESIDENTIAL ZONING DISTRICTS), CHAPTER 8.24 (COMMERCIAL ZONING DISTRICTS), CHAPTER 8.45 (EMERGENCY SHELTERS), CHAPTER 8.46 (SINGLE ROOM OCCUPANCY UNITS), CHAPTER 8.47 (SUPPORTIVE HOUSING), CHAPTER 8.50 (TRANSITIONAL HOUSING), CHAPTER 8.52 (DENSITY BONUS REGULATIONS), CHAPTER 8.76 (OFF-STREET PARKING AND LOADING REGULATIONS), CHAPTER 8.104 (SITE DEVELOPMENT REVIEW), AND CHAPTER 8.116 (ZONING CLEARANCE) (PLPA-004020-2024) The Dublin City Council does ordain as follows: SECTION 1. RECITALS A. The City occasionally initiates amendments to the Dublin Municipal Code (DMC) to clarify, add, or amend certain provisions to ensure that the DMC remains current with federal and state law, internally consistent, simple to understand and implement, and relevant to changes occurring in the community. B. Staff initiated amendments to Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance) (the "Project") to implement certain programs contained in the General Plan Housing Element. C. The Project would implement General Plan Housing Element Programs B.3: Density Bonus, B.10: Objective Design Standards and Streamlined Ministerial Review, B.11: Transitional and Supportive Housing, B.12: Single Room Occupancy Units, B.17: Community Care Facilities, D.3: Emergency Shelters, and D.6: Parking Requirements Near Transit. D. The Planning Commission held a duly noticed public hearing on December 10, 2024, during which all interested persons were heard, and adopted Resolution No. 24-09 recommending that the City Council approve the Project. E. A Staff Report was submitted to the Dublin City Council recommending approval of the Project. F. The City Council held a public hearing on the Project on January 14, 2025, at which time all interested persons had an opportunity to be heard. G. Proper notice of said hearing was given in all respects as required by law. Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 10 394 H. The City Council did hear and consider all said reports, recommendations, and testimony set forth above and used its independent judgment to evaluate the project. SECTION 2. FINDINGS A. Pursuant to Dublin Municipal Code Section 8.120.050.B., the City Council hereby finds that the Project is consistent with the General Plan in that the proposed Dublin Municipal Code Amendments are necessary to implement programs identified in the General Plan Housing Element. Specifically, the proposed Dublin Municipal Code Amendments would implement Programs B3: Density Bonus, B.10: Objective Design Standards and Streamlined Ministerial Review, B.11: Transitional and Supportive Housing, B.12: Single Room Occupancy Units, B.17: Community Care Facilities, D.3: Emergency Shelters, and D.6: Parking Requirements Near Transit. B. The California Environmental Quality Act (CEQA), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures, require that certain projects be reviewed for environmental impacts and that environmental documents be prepared. The City Council hereby finds that the Project is exempt from the requirements of CEQA pursuant to CEQA Guidelines Section 15061(b)(3) because it can be seen with certainty that the Project will not have a significant effect on the environment and is not subject to CEQA review. SECTION 3. AMENDMENT TO CHAPTER 8.08 Dublin Municipal Code Section 8.08.020 is amended to remove reference to "small" and "large" Community Care Facility, Supportive Housing and Transitional Housing and amend the following definitions: 8.08.020 Definitions (A-Z). Community Care Facility (use type). The term Community Care Facility shall mean a 24-hour residential facility licensed or supervised by a federal, state or local health/welfare agency providing non -medical care to unrelated persons who are disabled and in need of personal services, supervision or assistance that is essential for sustaining the activities of daily living or for the protection of the individual. This may include, elderly persons, persons in an alcoholism or drug abuse recovery or treatment program, persons with developmental disabilities, physically disabled persons or dependent and neglected children, persons living in an intermediate care facility/developmentally disabled-habilitative, intermediate care facility/ developmentally disabled - nursing, and congregate living health facilities. A Community Care Facility may be located in any type of residence. Family. The term Family shall mean one or more persons who live together in a dwelling as a single, non-profit housekeeping unit. Single Room Occupancy Units (use type). The term Single Room Occupancy Units shall mean a building or buildings constructed or converted for residential living consisting of one -room dwelling units with a minimum size of 150 square feet, where each unit is occupied by a single individual or two persons living together as a domestic unit, and where the living and sleeping space are combined. A one -room dwelling unit is not required to contain a bathroom or a kitchen Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 10 395 except that if a bathroom or kitchen is not provided within the unit, such common facilities shall be provided on -site for residents. A unit that contains both a bathroom and kitchen shall be considered a studio unit and not a Single Room Occupancy Unit. Common facilities for laundry may or may not be provided on -site. Supportive Housing (use type). The term Supportive Housing shall mean housing with no limit on length of stay, that is occupied by a target population, and that is linked to on -site or off -site services that assist the supportive housing resident(s) in retaining housing, improving their health status, and maximizing their ability to live and, when possible, work in the community. A target population means persons, including persons with disabilities, and families who are "homeless," as that term is defined by Section 11302 of Title 42 of the United States Code, or who are "homeless youth," as that term is defined by paragraph (2) of subdivision (e) of Section 12957 of the Government Code. Transitional Housing (use type). The term Transitional Housing shall mean a dwelling unit occupied by homeless persons or families, which is operated under program requirements that call for the termination of assistance and recirculation of the assisted unit to another eligible program recipient at some predetermined future point in time which shall be no less than six months. SECTION 4. AMENDMENT TO CHAPTER 8.12 Dublin Municipal Code Section 8.12.050 is amended to remove reference to "small" and "large" Community Care Facility, Supportive Housing and Transitional Housing, remove Community Care Facility/Large as a Commercial Use Type and amend portions of the land use matrix as follows: 8.12.050 Permitted and Conditionally Permitted Land Uses. RESIDENTIAL USE TYPE A R-1 R-2 R-M C-O C-N C-1 C-2 M-P M-1 M-2 Community Care Facility P P P P - - C/PC C/PC C/PC C/PC - Single Room Occupancy Units - - - - - - - P - - - Supportive Housing P P P P - - C/PC C/PC C/PC C/PC - Transitional Housing P P P P - - C/PC C/PC C/PC C/PC - SECTION 5. AMENDMENT TO CHAPTER 8.16 Dublin Municipal Code Section 8.16.020.A. is amended to read as follows: 8.16.020 A (Agricultural Zoning District) A. Use types permitted in A zoning district. Animal Keeping - Residential, Community Care Facility, Garage/Yard Sale, Mobile Home, Single Family Residence, Small Family Day Care Home, Large Family Day Care Home, Supportive Housing, Transitional Housing; similar and related uses; temporary uses; and conditional uses. All Agriculture use types as shown in the Land Use Matrix require a Conditional Use Permit by the Zoning Administrator. SECTION 6. AMENDMENT TO CHAPTER 8.20 Dublin Municipal Code Section 8.20.020.A.1., Section 8.20.020.A.2, Section 8.20.020.B.1, Section 8.20.020.B.2 and Section 8.20.020.C.2 are amended to read as follows: Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 3 of 10 396 8.20.020 Residential Zoning Districts A. R-1 (Single Family Residential Zoning District). 1. Intent. The R-1 zoning district is intended to provide for and protect neighborhoods comprised of detached, single-family homes and residential use types. 2. Use types permitted in R-1 zoning district. Animal Keeping — Residential, Community Care Facility, Garage/Yard Sale, Mobile Home, Single Family Residence, Small Family Day Care Home, Large Family Day Care Home, Supportive Housing, Transitional Housing; similar and related uses; temporary uses; and conditional uses. B. R-2 (Two Family Residential Zoning District). 1. Intent. The R-2 zoning district is intended to provide for and protect neighborhoods comprised of single family dwellings, two family dwellings at have development characteristics similar to single-family neighborhoods, duplexes, and residential use types. 2. Use types permitted in R-2 zoning district. Animal Keeping — Residential, Community Care Facility, Duplex, Garage/Yard Sale, Mobile Home, Multi - Family Residence, Single Family Residence, Small Family Day Care Home, Large Family Day Care Home, Supportive Housing, Transitional Housingi similar and related uses; temporary uses; and conditional uses. C. R-M (Multi -Family Residential Zoning District). 2. Use types permitted in R-M zoning district. The use types intended for the R-M zoning district include Animal Keeping — Residential, Community Care Facility, Duplex, Garage/Yard Sale, Multi -Family Residence, Single Family Residence, Small Family Day Care Home, Large Family Day Care Home, Supportive Housing, Transitional Housing;_ similar and related uses; temporary uses; and conditional uses. SECTION 7. AMENDMENT TO CHAPTER 8.24 Dublin Municipal Code Section 8.24.020.D.2. is amended to read as follows: 8.24.020 Commercial Zoning Districts D. C-2 (General Commercial Zoning District). 2. Use types permitted in the C-2 zoning district. Ambulance Service, Automobile/ Vehicle Brokerage, Automobile/Vehicle Rentals, Automobile/Vehicle Repairs and Service, Banks and Financial Services, Building Materials Sales, Copying and Blueprinting, Eating and Drinking Establishment, Health Services/Clinics, Laboratory, Mini -Storage, Office — Contractor's, Office — Professional/Administrative, Parking Lot/Garage — Commercial, Personal Services, Repair Shop, Retail — General, Retail — Neighborhood, Retail — Service, Single Room Occupancy Units,_and School — Commercial; similar and related uses; temporary uses; and conditional uses. Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 4 of 10 397 SECTION 8. AMENDMENT TO CHAPTER 8.45 Dublin Municipal Code Section 8.45.030 is amended to delete subsections F., H., I. and J. and re -letter as follows: 8.45.030 Development Standards and Regulations A. Permitted in the M-1 (Light Industrial) Zoning District and Certain PD (Planned Development) Zoning Districts. An Emergency Shelter may only be established in the M-1 (Light Industrial) Zoning District and similar PD (Planned Development) Zoning Districts if the project site has an Industrial Park or Business Park/Industrial General Plan land use designation. B. Compliance with M-1 (Light Industrial) Zoning District Standards. An Emergency Shelter shall comply with all development standards and regulations contained in Chapter 8.28 (Industrial Zoning Districts) and Chapter 8.36 (Development Regulations) for an M-1 (Light Industrial) Zoning District. An Emergency Shelter located within a PD (Planned Development) Zoning District shall comply with all development standards and regulations contained within the approved Development Plan for the PD Zoning District. Where the PD Zoning District does not specify a development standard or regulation, the M-1 (Light Industrial) standards and regulations shall apply. C. Off -Street Parking. An Emergency Shelter shall comply with all applicable provisions of Chapter 8.76 (Off -Street Parking and Loading Regulations). D. On -Site Management and Security. On -site management and on -site security shall be provided during the hours when the Emergency Shelter is in operation. E. External Lighting. The Emergency Shelter shall provide external lighting in accordance with building security requirements contained in Chapter 7.32 to maintain a safe and secure environment. F. Length of Stay. No individual or family shall reside in an Emergency Shelter for more than 30 consecutive days. SECTION 9. AMENDMENT TO CHAPTER 8.46 Dublin Municipal Code Section 8.46.020.A. is amended as follows: 8.46.020 Permitting Procedures A. C-2 (General Commercial) and Comparable PD (Planned Development) Zoning Districts. Single Room Occupancy Units that meet the development standards and regulations below shall be permitted in the C-2 Zoning District, or comparable PD Zoning District, subject to a Zoning Clearance by the Community Development Director, which shall be processed in accordance with Chapter 8.116 (Zoning Clearance). Dublin Municipal Code Section 8.46.020.A.1. is deleted and re -numbered as follows: 1. Common bathroom facilities are provided on -site if individual units do not contain a bathroom. Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 5 of 10 398 2. Common kitchen facilities are provided on -site if individual units do not contain a kitchen. 3. Individual Single Room Occupancy Units may contain either kitchen or bathroom facilities, but shall not contain both. 4. Off-street parking is provided in accordance with Chapter 8.76 (Off -Street Parking and Loading Regulations). 5. All new construction or conversion of existing structures complies with Chapter 8.104 (Site Development Review). 6. All other applicable provisions of the Zoning Ordinance are met. SECTION 10. AMENDMENT TO CHAPTER 8.47 Dublin Municipal Code Section 8.47.020.A. is deleted and Section 8.47.020.B. is re -lettered and amended to read as follows: 8.47.020 Permitting Procedures A. Supportive Housing. Supportive Housing that provides shelter in a dwelling unit, and such persons are identified as a target population, shall be permitted in the A (Agricultural ), R-1 (Single Family Residential), R-2 (Two Family Residential), and R-M (Multi -Family Residential), and conditionally permitted in the C-1 (Retail Commercial), C-2 (General Commercial), M-P (Industrial Park), M-1 (Light Industrial) and comparable PD (Planned Development) Zoning Districts if the following development standards and regulations are met: 1. All required findings in Chapter 8.100 (Conditional Use Permit) can be made when a Conditional Use Permit is applicable. 2. On -site or off -site services are provided to assist Supportive Housing residents in retaining housing, improving their health status, and maximizing their ability to live, and where possible, work in the community. 3. Off-street parking is provided in accordance with Chapter 8.76 (Off -Street Parking and Loading Regulations). 4. All new construction or conversion of existing structures complies with Chapter 8.104 (Site Development Review). 5. All other applicable provisions of the Zoning Ordinance are met. SECTION 11. AMENDMENT TO CHAPTER 8.50 Dublin Municipal Code Section 8.50.010.A. is deleted and Section 8.50.010.B. is re -lettered and amended to read as follows: 8.50.010 Purpose and Intent. The purpose of this Chapter is to provide procedures and standards to encourage and facilitate the establishment of Transitional Housing. Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 6 of 10 399 A. Transitional Housing. Transitional Housing that provides shelter for persons in a dwelling unit shall be permitted in the A (Agricultural ), R-1 (Single Family Residential), R-2 (Two Family Residential), and R-M (Multi -Family Residential), and conditionally permitted in the_C-1 (Retail Commercial), C-2 (General Commercial), M-P (Industrial Park), M-1 (Light Industrial) and comparable PD (Planned Development) Zoning Districts if the following development standards and regulations are met: 1. All required findings in Chapter 8.100 (Conditional Use Permit) can be made when a Conditional Use Permit is applicable. 2. The housing is operated under specific program requirements that call for the termination of assistance and recirculation of the assisted unit to another eligible program recipient at a predetermined future point in time which shall be no less than 6 months. 3. Off-street parking is provided in accordance with Chapter 8.76 (Off -Street Parking and Loading Regulations). 4. All new construction or conversion of existing structures complies with Chapter 8.104 (Site Development Review). 5. All other applicable provisions of the Zoning Ordinance are met. SECTION 12. AMENDMENT TO CHAPTER 8.52 Dublin Municipal Code Section 8.52.140.E.2. and Section 8.52.140.F.1. are amended to read as follows: 8.52.140 Density Bonus Application Review. E. If a request for a concession or incentive is otherwise consistent with this Chapter, the approval body may deny a concession or incentive only if it makes a written finding, based upon substantial evidence, of one or more of the following: 2. That the concession or incentive would have a specific adverse impact upon public health or safety or on any real property that is listed in the California Register of Historical Resources and/or National Register of Historic Places, and there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact without rendering the development unaffordable to lower and moderate income households. F. If a request for a waiver or modification is otherwise consistent with this Chapter, the approval body may deny a waiver or modification only if it makes a written finding, based upon substantial evidence, of one of the following: 1. That the waiver or modification would have a specific adverse impact upon health or safety, and there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact without rendering the development unaffordable to lower and moderate income households. SECTION 13. AMENDMENT TO CHAPTER 8.76 Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 7 of 10 400 Dublin Municipal Code Section 8.76.050 is amended to add subsection D.3. to read as follows: 8.76.050 Adjustment to the Number of Parking Spaces D. Parking Exception. 3. Near Public Transit. No off-street parking spaces shall be required for a residential, commercial, or other development project, if the project is located within one-half mile of public transit as defined in Section 2155 of the Public Resources Code, unless otherwise authorized by Section 65863.2 of the Government Code. Dublin Municipal Code Section 8.76.080 is amended to read as follows: 8.76.080 Parking Requirements by Use Type. Except as provided in Section 8.76.050.D., the number of off-street parking spaces required for the Use Types in this Chapter shall be as provided in this Section. Square footage requirements are in terms of Gross Floor Area. Dublin Municipal Code Section 8.76.080.E and Section 8.76.080.D are amended to revise the parking requirements for the following use types: B. Residential Use Types. Residential Use Types shall provide off-street parking spaces as follows: RESIDENTIAL USE TYPES NUMBER OF PARKING SPACES REQUIRED Community Care Facility 2 per dwelling Emergency Shelter 1 parking space for each employee on the largest shift, not to exceed the parking requirement for residential or commercial uses in the applicable zoning district Supportive Housing 2 per dwelling Transitional Housing 2 per dwelling D. Commercial Use Types. Commercial Use Types shall provide off-street parking spaces as follows: COMMERCIAL USE TYPES NUMBER OF PARKING SPACES REQUIRED Community Care Facility 1 per 3 employees on largest shift, plus 1 per 3 beds Supportive Housing 1 per 3 employees on largest shift, plus 1 per 3 beds Transitional Housing 1 per 3 employees on largest shift, plus 1 per 3 beds Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 8 of 10 401 SECTION 14. AMENDMENT TO CHAPTER 8.104 Dublin Municipal Code Section 8.104.090.C. and Section 8.104.090.F. are amended to read as follows: 8.104.090 Required Findings. C. Except where the project is a "Housing Development Project" as defined in Government Code Section 65589.5(h)(2), the design of the project is appropriate to the City, the vicinity, surrounding properties and the lot in which the project is proposed. F. Except where the project is a "Housing Development Project" as defined in Government Code Section 65589.5(h)(2), architectural considerations including the character, scale and quality of the design, site layout, the architectural relationship with the site and other buildings, screening of unsightly uses, lighting, building materials and colors and similar elements result in a project that is harmonious with its surroundings and compatible with other development in the vicinity. SECTION 15. AMENDMENT TO CHAPTER 8.116 Dublin Municipal Code Section 8.116.020 is amended to add subsection L. to read as follows: 8.116.020 Applications Requiring a Zoning Clearance. L. Single Room Occupancy Units. Single Room Occupancy Units that meet the standards specified in Chapter 8.46 (Single Room Occupancy Requirement). SECTION 16. POSTING OF ORDINANCE The City Clerk of the City of Dublin shall cause this Ordinance to be posted in at least three (3) public places in the City of Dublin in accordance with Section 36933 of the Government Code of the State of California. SECTION 17. EFFECTIVE DATE This Ordinance shall take effect 30 days following its adoption. {Signatures on the following page} Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 9 of 10 402 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Ord. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 10 of 10 403 Attachment 2 Chapter 8.08 DEFINITIONS 8.08.020 Definitions (A-Z). Community Care Facility/Largc (use type). The term Community Care Facility/Large shall mean a 24-hour residential facility licensed or supervised by a federal, state or local health/welfare agency providing non -medical care to unrelated persons who are disabled and in need of personal services, supervision or assistance that is essential for sustaining the activities of daily living or for the protection of the individual. This may include, for seven or more persons, including the elderly persons, persons in an alcoholism or drug abuse recovery or treatmentprogram facility, persons with developmental disabilities in a facility for mentally disordered, handicapped physically disabled persons or dependent and neglected children, persons living in an intermediate care facility/developmentally disabled-habilitative, intermediate care facility/developmentally disabled -nursing, and congregate living health facilities. A Community Care Facility may be located in any type of residence. tcrm Community Carc Facility/Small shall m an a 24 hour residential facility providing care for six or fcwcr persons including the elderly, persons in an alcoholism or drug abuse recovery or treatment facility, persons in a facility for d persons or dcpcndcnt and neglected children, persons in an intermediate care facility/developmentally disabled habilitativc, A Community Carc Facility for six or fcwcr persons shall be considered a residential use of property. Family. The term Family shall mean one or more persons who live together in occupying a dwelling and living as a single, non-profit housekeeping unit., including any servants. This is distinguishcd from a group occupying a boarding c or transitional housing whcn configurcd as group housing, hotcl or motel, , Single Room Occupancy Units (use type). The term Single Room Occupancy Units shall mean a building or buildings constructed or converted for residential living consisting of one -room dwelling units with a minimum size of 150 square feet, where each unit is occupied by a single individual or two persons living together as a domestic unit, and where the living and sleeping space are combined. A one -room dwelling unit is not required to contain a bathroom or a kitchen except that if a bathroom or kitchen is not provided within the unit, such common facilities shall be provided on -site for residents. A unit that contains both a bathroom and kitchen shall be considered a studio unit and not a Single Room Occupancy Unit. Common facilities for laundry may or may not be provided on -site. Supportive Housing arge-(use type). The term Supportive Housing Large shall mean a dwelling unit housing with no limit on length of stay, that is occupied by a 1 404 Attachment 2 target population of 7 or morc persons, with no limit on Icngth of stay, and that is linked to on -site or off -site services that assist the supportive housing resident(s) in retaining thc housing, improving their health status, and maximizing their ability to live and, when possible, work in the community. A target population means persons, with low incomcs having one or morc disabilitics, including mcntal illncss, HIV or AIDS, cmancipatcd youth, familics, familics with childrcn, cldcrly persons, young adults aging out of thc fostcr carc systcm, individuals cxiting from institutional scttings, vctcrans and homcicss pcoplc. including persons with disabilities, and families who are "homeless," as that term is defined by Section 11302 of Title 42 of the United States Code, or who are "homeless youth," as that term is defined by paragraph (2) of subdivision (e) of Section 12957 of the Government Code. supportivc housing resident(s) in rctaining thc housing, improving thcir h alth status, and maximizing thcir ability to livc and, whcn possiblc, work in thc community. A target population mews persons with low incomcs having one or morc disabilitics, HIV or AIDS, substancc abusc, or othcr chronic h alth Dcvclopmcntal Disabilitics Scrviccs Act (Wclfarc and Institutions Codc Scction 4500) and may includc, among othcr populations, adults, cmancipatcd youth, familics, familics with childrcn, cldcrly persons, young adults aging out of thc fostcr carc systcm, individuals cxiting from institutional scttings, vctcrans and homcicss pcoplc. Ord. 4 11 (April 2011) Transitional Housing Largc (use type). The term Transitional Housing Largc shall mean a dwelling unit occupied by 7 or morc homeless persons or families, which is operated under program requirements that call for the termination of assistance and recirculation of the assisted unit to another eligible program recipient at some predetermined future point in time which shall be no less than six months. Transitional Housing Small (usc typc). The tcrm Transitional Housing Small d by 6 or fcwcr homcicss persons or familics, which prcdctcrmincd futurc point in timc which shall be no Icss than six months. 2 405 Attachment 2 Chapter 8.12 ZONING DISTRICTS AND PERMITTED USES OF LAND 8.12.050 Permitted and Conditionally Permitted Land Uses. RESIDENTIAL USE TYPE A R-1 R-2 R-M N C-1 C-2 M-P M-1 2 Community Care Facility/Small P P P P - - C/PC C/PC C/PC C/PC - Single Room Occupancy Units - - - - - - - CfRC - - P Supportive Housing P P P P - - - C/PC - C/PC - C/PC - C/PC - (Small) Supportivc Housing (Largc) - CRC Cl-RE - €PG GI CfPC €RG -PG ARG Transitional Housing P P P P - - - C/PC - C/PC - C/PC - C/PC - (Small) Transitional Housing - C—/-RC CPC Cl-RE - €7L1)-G CPC GI €/-1)-G (Largc) -PG COMMERCIAL USE TYPE A R-1 R-2 R-M C-0 C-N C-1 C-2 M-P M-1 M-2 Cf RC € PG C'-RG - - G RC CRC CRC G RC - Chapter 8.16 AGRICULTURAL ZONING DISTRICT 8.16.020 A (Agricultural Zoning District). A. Use types permitted in A zoning district. Animal Keeping - Residential, Community Care Facility/Small, Garage/Yard Sale, Mobile Home, Single Family Residence, Small Family Day Care Home, Large Family Day Care Home Supportive Housing, Transitional Housing; similar and related uses; temporary uses; and conditional uses. All Agriculture use types as shown in the Land Use Matrix require a Conditional Use Permit by the Zoning Administrator. Chapter 8.20 RESIDENTIAL ZONING DISTRICTS 8.20.020 Residential Zoning Districts. A. R-1 (Single Family Residential Zoning District). 1. Intent. The R-1 zoning district is intended to provide for and protect neighborhoods comprised of detached, single-family homes and residential use types. compatiblc with a quict, family living cnvironmcnt. 2. Use types permitted in R-1 zoning district. Animal Keeping - Residential, Community Care Facility/Small, Garage/Yard Sale, Mobile Home, Single Family Residence, Small Family Day Care Home, Large Family 3 406 Attachment 2 Day Care Home, Supportive Housing, Transitional Housing; similar and related uses; temporary uses; and conditional uses. B. R-2 (Two Family Residential Zoning District). 1. Intent. The R-2 zoning district is intended to provide for and protect neighborhoods comprised of single family dwellings, two family dwellings at have development characteristics similar to single-family neighborhoods, duplexes, and residential use types. compatiblc with a quict, family living cnvironmcnt. 2. Use types permitted in R-2 zoning district. Animal Keeping - Residential, Community Care Facility/Small, Duplex, Garage/Yard Sale, Mobile Home, Multi -Family Residence, Single Family Residence, Small Family Day Care Home, Large Family Day Care Home, Supportive Housing, Transitional Housing; similar and related uses; temporary uses; and conditional uses. C. R-M (Multi -Family Residential Zoning District). 2. Use types permitted in R-M zoning district. The use types intended for the R-M zoning district include Animal Keeping - Residential, Community Care Facility/Small, Duplex, Garage/Yard Sale, Multi - Family Residence, Single Family Residence, Small Family Day Care Home, Large Family Day Care Home, Supportive Housing, Transitional Housing; similar and related uses; temporary uses; and conditional uses. Chapter 8.24 COMMERCIAL ZONING DISTRICTS 8.24.020 Commercial Zoning Districts. D. C-2 (General Commercial Zoning District). 2. Use types permitted in the C-2 zoning district. Ambulance Service, Automobile/ Vehicle Brokerage, Automobile/Vehicle Rentals, Automobile/Vehicle Repairs and Service, Banks and Financial Services, Building Materials Sales, Copying and Blueprinting, Eating and Drinking Establishment, Health Services/Clinics, Laboratory, Mini -Storage, Office - Contractor's, Office - Professional/Administrative, Parking Lot/Garage - Commercial, Personal Services, Repair Shop, Retail - General, Retail - Neighborhood, Retail - Service, Single Room Occupancy Units, and School - Commercial; similar and related uses; temporary uses; and conditional uses. Chapter 8.45 EMERGENCY SHELTERS 8.45.030 Development Standards and Regulations. 4 407 Attachment 2 A. Permitted in the M-1 (Light Industrial) Zoning District and Certain PD (Planned Development) Zoning Districts. An Emergency Shelter may only be established in the M-1 (Light Industrial) Zoning District and similar PD (Planned Development) Zoning Districts if the project site has an Industrial Park or Business Park/Industrial General Plan land use designation. B. Compliance with M-1 (Light Industrial) Zoning District Standards. An Emergency Shelter shall comply with all development standards and regulations contained in Chapter 8.28 (Industrial Zoning Districts) and Chapter 8.36 (Development Regulations) for an M-1 (Light Industrial) Zoning District. An Emergency Shelter located within a PD (Planned Development) Zoning District shall comply with all development standards and regulations contained within the approved Development Plan for the PD Zoning District. Where the PD Zoning District does not specify a development standard or regulation, the M-1 (Light Industrial) standards and regulations shall apply. C. Off -Street Parking. An Emergency Shelter shall comply with all applicable provisions of Chapter 8.76 (Off -Street Parking and Loading Regulations). D. On -Site Management and Security. On -site management and on -site security shall be provided during the hours when the Emergency Shelter is in operation. E. External Lighting. The Emergency Shelter shall provide external lighting in accordance with building security requirements contained in Chapter 7.32 to maintain a safe and secure environment. . The operator of Development Director that includes, as applicable, thc following: staff training to mcct thc nccds of shcltcr rcsidcnts; community outr ach; adequate sccurity measures to protcct shcltcr rcsidcnts and surrounding uscs; services provided to assist rcsidcnts GF. Length of Stay. No individual or family shall reside in an Emergency Shelter for more than 30 consecutive days. mcct thc daily nccds of shcltcr rcsidcnts. If ncccssary, an Emcrgcncy Shcltcr shall supportive services provided off site. . "ll act;-NAti-es-asseciatcd with an Emcrgcncy Shcltcr shall be advcrsc impact on surrounding uses. No loudsp ikcrs or amplificd sound shall be place d o .mot o tsi.dc of the shcltcr 5 408 Attachment 2 maintain in good standing all rcquircd licenses, permits, and approvals from City, County and State agencies or departments. An Emcrgcncy Shcltcr shall comply with all County and State h alth and safety rcquircmcnts for food, medical and othcr �upportivc scrviccs providcd on sitc. Chapter 8.46 SINGLE ROOM OCCUPANCY UNITS 8.46.020 Permitting Procedures. A. C-2 (General Commercial) and Comparable PD (Planned Development) Zoning Districts. Single Room Occupancy Units that meet the development standards and regulations below shall be conditionally permitted in the C-2 Zoning District, or comparable PD Zoning District, arc mct: subject to a Zoning Clearance by the Community Development Director, which shall be processed in accordance with Chapter 8.116 (Zoning Clearance). 1. All rcquircd findings in Chaptcr 8.100 (Conditional Usc Permit) can be made. 21. Common bathroom facilities are provided on -site if individual units do not contain a bathroom. 32. Common kitchen facilities are provided on -site if individual units do not contain a kitchen. 43. Individual Single Room Occupancy Units may contain either kitchen or bathroom facilities, but shall not contain both. 54. Off-street parking is provided in accordance with Chapter 8.76 (Off -Street Parking and Loading Regulations). 65. All new construction or conversion of existing structures complies with Chapter 8.104 (Site Development Review). 76. All other applicable provisions of the Zoning Ordinance are met. Chapter 8.47 SUPPORTIVE HOUSING 8.47.020 Permitting Procedures. Unit). - eFt veJ the A (Agricultural), R 1 (Singlc Family Rcsidcntial), R 2 (Two Family Rcsidcntial), R M 6 409 Attachment 2 assist Supportivc Housing rcsidcnts in retaining housing, improving thcir hcalth community. 8.76 (Off Strcct Parking and Loading Rcgulations). 3. All new construction or convcrsion of cxisting structures complics with 4. All othcr applicablc provisions of the Zoning Ordinancc arc mct. $ A. Supportive Housing ▪ } Supportive Housing that provides shelter for 7 or morc persons in a dwelling unit, and such persons are identified as a target population, shall be conditionally permitted in the A (Agricultural ), R-1 (Single Family Residential), R-2 (Two Family Residential), and R-M (Multi -Family Residential), and conditionally permitted in the C-1 (Retail Commercial), C-2 (General Commercial), M-P (Industrial Park), M-1 (Light Industrial) and comparable PD (Planned Development) Zoning Districts if the following development standards and regulations are met: 1. All required findings in Chapter 8.100 (Conditional Use Permit) can be made when a Conditional Use Permit is applicable. 2. On -site or off -site services are provided to assist Supportive Housing residents in retaining housing, improving their health status, and maximizing their ability to live, and where possible, work in the community. 3. Off-street parking is provided in accordance with Chapter 8.76 (Off -Street Parking and Loading Regulations). 4. All new construction or conversion of existing structures complies with Chapter 8.104 (Site Development Review). 5. All other applicable provisions of the Zoning Ordinance are met. Chapter 8.50 TRANSITIONAL HOUSING 8.50.010 Purpose and Intent. The purpose of this Chapter is to provide procedures and standards to encourage and facilitate the establishment of Transitional Housing. 7 410 Attachment 2 Unit). Transitional Housing that provides shcltcr for 6 or fcwcr persons in a dwclling unit shall be a permittcd use in thc /{Agricultural), R 1 (Singlc Family Rcsidcntial), R Dcvclopmcnt) Zoning Districts if thc following dcvclopmcnt standards and regulations arc mct: than 6 months. 2. Off strcct parking is providcd in accordance with Chapter 8.76 (Off Strcct Parking and Loading Rcgulations). 3. All new construction or convcrsion of cxisting structures complics with 1—All othcr applicable provisions of thc Zoning Ordinancc arc mct. 13-A. Transitional Housing ). Transitional Housing that provides shelter for 7 or more persons in a dwelling unit shall be conditionally permitted in the A (Agricultural ), R-1 (Single Family Residential), R-2 (Two Family Residential), and R-M (Multi -Family Residential), and conditionally permitted in the C-1 (Retail Commercial), C-2 (General Commercial), M-P (Industrial Park), M-1 (Light Industrial) and comparable PD (Planned Development) Zoning Districts if the following development standards and regulations are met: 1. All required findings in Chapter 8.100 (Conditional Use Permit) can be made when a Conditional Use Permit is applicable. 2. The housing is operated under specific program requirements that call for the termination of assistance and recirculation of the assisted unit to another eligible program recipient at a predetermined future point in time which shall be no less than 6 months. 3. Off-street parking is provided in accordance with Chapter 8.76 (Off -Street Parking and Loading Regulations). 4. All new construction or conversion of existing structures complies with Chapter 8.104 (Site Development Review). 5. All other applicable provisions of the Zoning Ordinance are met. Chapter 8.52 DENSITY BONUS REGULATIONS 8.52.140 Density Bonus Application Review. 8 411 Attachment 2 E. If a request for a concession or incentive is otherwise consistent with this Chapter, the approval body may deny a concession or incentive only if it makes a written finding, based upon substantial evidence, of one or more of the following: 2. That the concession or incentive would have a specific adverse impact upon public health or safety or thc physical cnvironmcnt or on any real property that is listed in the California Register of Historical Resources and/or National Register of Historic Places, and there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact without rendering the development unaffordable to lower and moderate income households. F. If a request for a waiver or modification is otherwise consistent with this Chapter, the approval body may deny a waiver or modification only if it makes a written finding, based upon substantial evidence, of one of the following: 1. That the waiver or modification would have a specific adverse impact upon health, or safety, or thc physical cnvironmcnt, and there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact without rendering the development unaffordable to lower and moderate income households. 9 412 Attachment 2 Chapter 8.76 OFF-STREET PARKING AND LOADING REGULATIONS 8.76.050 Adjustment to the Number of Parking Spaces D. Parking Exception. 3. Near Public Transit. No off-street parking spaces shall be reauired for a residential, commercial, or other development project, if the project is located within one-half mile of public transit as defined in Section 2155 of the Public Resources Code, unless otherwise authorized by Section 65863.2 of the Government Code. 8.76.080 Parking Requirements by Use Type. Except as provided in Section 8.76.050.D., the number of off-street parking spaces required for the Use Types in this Chapter shall be as provided in this Section. Square footage requirements are in terms of Gross Floor Area. B. Residential Use Types. Residential Use Types shall provide off-street parking spaces as follows: RESIDENTIAL USE TYPES NUMBER OF PARKING SPACES REQUIRED Community Care Facility/Small 2 per dwelling Emergency Shelter 1 for 20 beds 1 for parking space every plus parking space each the largest 1 for employee on shift, plus parking space each company vehicle not to exceed the parking requirement for residential or commercial uses in the applicable zoning district Supportive Housing Small 2 per dwelling Supportive Housing Large 1 3 largest 1 3 bcds per employees on shift, plus per Transitional Housing Small 2 per dwelling Transitional Housing Large 1 3 largest 1 3 bcds per cmployccs on shift, plus per D. Commercial Use Types. Commercial Use Types shall provide off-street parking spaces as follows: COMMERCIAL USE TYPES NUMBER OF PARKING SPACES REQUIRED Community Care Facility/Large 1 per 3 employees on largest shift, plus 1 per 3 beds Supportive Housing 1 per 3 employees on largest shift, plus 1 per 3 beds Transitional Housing 1 per 3 employees on largest shift, plus 1 per 3 beds Chapter 8.104 SITE DEVELOPMENT REVIEW 10 413 Attachment 2 8.104.090 Required Findings. C. Except where the project is a "Housing Development Project" as defined in Government Code Section 65589.5(h)(2), the design of the project is appropriate to the City, the vicinity, surrounding properties and the lot in which the project is proposed. F. Except where the project is a "Housing Development Project" as defined in Government Code Section 65589.5(h)(2), architectural considerations including the character, scale and quality of the design, site layout, the architectural relationship with the site and other buildings, screening of unsightly uses, lighting, building materials and colors and similar elements result in a project that is harmonious with its surroundings and compatible with other development in the vicinity. Chapter 8.116 ZONING CLEARANCE 8.116.020 Applications Requiring a Zoning Clearance. L. Single Room Occupancy Units. Single Room Occupancy Units that meet the standards specified in Chapter 8.46 (Single Room Occupancy Requirement). 11 414 Attachment 3 RESOLUTION NO. 24-09 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN RECOMMENDING CITY COUNCIL APPROVAL OF AMENDMENTS TO DUBLIN MUNICIPAL CODE CHAPTER 8.08 (DEFINITIONS), CHAPTER 8.12 (ZONING DISTRICTS AND PERMITTED USES OF LAND), CHAPTER 8.16 (AGRICULTURAL ZONING DISTRICT), CHAPTER 8.20 (RESIDENTIAL ZONING DISTRICTS), CHAPTER 8.24 (COMMERCIAL ZONING DISTRICTS), CHAPTER 8.45 (EMERGENCY SHELTERS), CHAPTER 8.46 (SINGLE ROOM OCCUPANCY UNITS), CHAPTER 8.47 (SUPPORTIVE HOUSING), CHAPTER 8.50 (TRANSITIONAL HOUSING), CHAPTER 8.52 (DENSITY BONUS REGULATIONS), CHAPTER 8.76 (OFF-STREET PARKING AND LOADING REGULATIONS), CHAPTER 8.104 (SITE DEVELOPMENT REVIEW), AND CHAPTER 8.116 (ZONING CLEARANCE) (PLPA-004020-2024) WHEREAS, the City occasionally initiates amendments to the Dublin Municipal Code to clarify, add, or amend certain provisions to ensure that it remains current with federal and state law, internally consistent, simple to understand and implement, and relevant to changes occurring in the community; and WHEREAS, Staff initiated amendments to Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance) (the "Project") to implement certain programs contained in the General Plan Housing Element; and WHEREAS, the Project would implement General Plan Housing Element Programs B.3: Density Bonus, B.10 Objective Design Standards and Streamlined Ministerial Review, B.11 Transitional and Supportive Housing, B.12 Single Room Occupancy Units, B.17: Community Care Facilities, D.3: Emergency Shelters, and D.6: Parking Requirements Near Transit; and WHEREAS, the California Environmental Quality Act ("CEQA"), together with the State Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and WHEREAS, the Planning Commission recommends that the City Council find the Project exempt from the requirements of CEQA pursuant to CEQA Guidelines Section 15061(b)(3) as the Project would not result in any physical changes and it can be seen with certainty that there is no possibility that the Project would have a significant effect on the environment and are not subject to CEQA review; and WHEREAS, the Planning Commission held a duly noticed public hearing on December 10, 2024, during which all interested persons were heard; and WHEREAS, proper notice of said hearing was given in all respects as required by law; and Reso. No. 24-09, Item 6.2, Adopted 12/10/2024 Page 1 of 2 415 WHEREAS, a Staff Report dated December 10, 2024, was submitted to the Dublin Planning Commission recommending approval of the proposed amendments to Dublin Municipal Code Chapter 8.08 (Definitions), Chapter 8.12 (Zoning Districts and Permitted Uses of Land), Chapter 8.16 (Agricultural Zoning District), Chapter 8.20 (Residential Zoning Districts), Chapter 8.24 (Commercial Zoning Districts), Chapter 8.45 (Emergency Shelters), Chapter 8.46 (Single Room Occupancy Units), Chapter 8.47 (Supportive Housing), Chapter 8.50 (Transitional Housing), Chapter 8.52 (Density Bonus Regulations), Chapter 8.76 (Off -Street Parking and Loading Regulations), Chapter 8.104 (Site Development Review), and Chapter 8.116 (Zoning Clearance); and WHEREAS, the Planning Commission did hear and consider all said reports, recommendations and testimony herein above set forth and used its independent judgment to evaluate the recommendations. NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct and made a part of this Resolution. BE IT FURTHER RESOLVED that the City of Dublin Planning Commission does hereby recommend that the City Council adopt the Ordinance attached hereto as Exhibit A, and incorporated herein by reference. PASSED, APPROVED AND ADOPTED this 10th day of December 2024, by the following vote: AYES: Aini, Grier, Rashid, and Tyler NOES: ABSENT: Wright and Ochoa ABSTAIN: ATTEST: E:igned bby__: Assistant oUbb!Zovvyo,uni mm. ty Development Director Signed by: D5C7A1DA0471341-0_. Planning Commission Chair Reso. No. 24-09, Item 6.2, Adopted 12/10/2024 Page 2 of 2 416 HOUSING ELEMENT IMPLEMENTATION - ZONING ORDINANCE AMENDMENTS City Council Meeting January 14, 2025 II DUBLIN CALIFORNIA 417 Background • Housing Element one of seven mandatory elements of General Plan • Updated every eight years to demonstrate how existing and projected housing need would be met • November 15, 2022 - City Council approved draft Housing Element • January 19, 2024 - HCD certified Housing Element Proposed Project • City -initiated amendments to Zoning Ordinance • Implement the following Housing Element Programs: — B.3: Density Bonus — B.10: Objective Design Standards and Streamlined Ministerial Review B. I (:Transitional and Supportive Housing B.12:Single Room Occupancy Units B.17: Community Care Facilities D.3: Emergency Shelters D.6: Parking Requirements Near Transit Proposed Amendments • DMC Chapter 8.08 (Definitions) — Remove reference to small and large in definition of community care facility, supportive housing and transitional housing and ensure definitions are consistent with Government Code — Update definition of family — Update definition of single room occupancy (SRO) unit Proposed Amendments • DMC Chapter 8.12 (Zoning Districts and Permitted Uses of Land) — Remove reference to small and large community care facility, supportive housing and transitional housing — Allow by -right in residential districts — Allow in commercial zoning districts with a CUP — Allow SROs in C-2 district Proposed Amendments • DMC Chapters 8.16 (Agricultural Zoning District), 8.20 (Residential Zoning Districts) and 8.24 (Commercial Zoning Districts —Amendments proposed to provide consistency with amendments to land use matrix Proposed Amendments • DMC Chapter 8.45 (Emergency Shelters) — Remove four development standards that are inconsistent with state law • DMC Chapter 8.46 (Single Room Occupancy Units) — Allow SROs in by -right in C-2 district subject to ministerial review of Zoning Clearance Proposed Amendments • DMC Chapters 8.47 (Supportive Housing) and 8.50 (Transitional Housing) — Remove reference to small and large —Update where supportive and transition housing are permitted by -right and where they require approval of CUP Proposed Amendments • DMC Chapter 8.52 (Density Bonus Regulations) — Remove adverse impact to the physical environment as reason to deny a request for: • Concession or incentive • Waiver or modification Proposed Amendments • DMC Chapter 8.76 (Off -Street Parking and Loading Regulations) — Add exception to off-street parking requirements for projects located within one-half mile of public transit — Update off-street parking requirements for community care facilities, supportive housing and transitional housing to ensure they are the same as would be applied to other residential uses — Update off-street parking requirements for emergency shelters Proposed Amendments • DMC Chapter 8.104 (Site Development Review) —Add exception to two Site Development Review findings to clarify that they would not apply to housing projects subject to ministerial review under SB 35 (Affordable Housing: Streamlined Review) Proposed Amendments • DMC Chapter 8.1 16 (Zoning Clearance) — Add SRO units as a project that requires ministerial approval of Zoning Clearance Planning Commission • On December 10,2024, Planning Commission held a public hearing, considered the proposed Zoning Ordinance Amendments and unanimously recommended approval to City Council Recommendation • Waive the reading and INTRODUCE the Ordinance approving the proposed Zoning Ordinance Amendments r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 6.2 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: Planned Development Rezoning (PLPA-4094-2024) Prepared by: Kristie Wheeler, Interim Assistant Community Development Director EXECUTIVE SUMMARY: The City Council will consider a City -initiated rezoning of four residential properties located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential) in response to the recently certified General Plan Housing Element. Pursuant to Housing Element Program B.18: Planned Development (PD) Zoning, City staff has reviewed vacant and underutilized residential properties with existing PD zoning and proposes to rezone these properties to a residential zoning district with established development standards. No development is proposed at this time. The City Council will also consider an exemption from the requirements of the California Environmental Quality Act. STAFF RECOMMENDATION: Conduct the public hearing, deliberate, waive the reading, and INTRODUCE the Ordinance Amending the Zoning Map and Rezoning Property Located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) to R-M (Multi -Family Residential). FINANCIAL IMPACT: None. DESCRIPTION: Background Each local government in California is required to adopt a comprehensive, long-term General Plan for the physical development of the jurisdiction. A certified Housing Element is one of seven mandatory elements of the General Plan. Housing Element law mandates that local governments update their Housing Element every eight years to demonstrate how the jurisdiction has adequately planned to meet the existing and projected housing needs of all economic segments of Page 1 of 8 431 the community. On November 15, 2022, the City Council adopted Resolution No. 133-22, which approved the draft Housing Element and associated General Plan and Specific Plan amendments and rezonings. The Resolution also directed Staff to submit the draft Housing Element to the State Department of Housing and Community Development (HCD) for review and certification. On November 18, 2022, Staff submitted the draft 2023-2031 Housing Element for review and certification. The Housing Element was certified by HCD on January 19, 2024, and includes a number of programs that are required to be implemented by the City, including the subject of this Staff Report. Proposed Project The City initiated a rezoning of four residential properties located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential) in response to the recently certified Housing Element. Table 1 provides a summary of the proposed rezoning. Figure 1 shows the existing General Plan land use designations for the four properties and Figure 2 shows the existing zoning. Table 1: Summary of Proposed Rezoning Property Address Property Size Existing Use Existing General Plan Land Use Existing Zoning Proposed Zoning 5378 Tassajara Road 9.43 acres Equestrian center, single-family home and associated structures Medium Density Residential PD (Ordinance No. 07-00) R-M 5868 Tassajara Road 1 acre Single-family home and associated structures Medium Density Residential and Stream Corridor PD (Resolution No. 104-94) R-M* 6060 Tassajara Road 3.12 acres Single-family home and associated structures Medium Density Residential and Open Space PD (Ordinance No. 10-05) R-M* 7440 Tassajara Road 12.5 acres Single-family home and associated structures Medium Density Residential and Open Space PD (Ordinance No. 09-07) R-M* * Rezoning from PD to R-M would only apply to the portion of the property with a Medium Density Residential land use designation Page 2 of 8 432 Fi • ure 1: Existin • General Plan Land Use Desi • nations %%%%%%% ..0.0„.„4„..,,...r., ...,„,... 0 ...„„.....,.... !!!!::0„!!;tg11 � • ♦ .....� 44 0410.11111/ ♦♦�► �i♦�I• NI, ,-;131-filirafar ♦..Ai Vey Nis 'e �umnur est •� n :i Q Proposed Parcels for Rezoning Parcel Address 1® 7440Tassajara Rd O2 6060Tassajara Rd 0 5868Tassajara Rd ® 5378Tassajara Rd ® City Limit Parcel General Plan Land Use ▪ Public/Semi-Public ▪ Semi -Public - Public Lands Stream Corridor ▪ Open Space _ Regional Park Parks/Public Recreation Single -Family Residential (0.9 - 6.0 du/ac) - Medium Density Residential (6.1 - 14.0 du/ac) Medium -High Density Residential (14.1 - 25.0 ▪ du/ac) Rural Residential/Agriculture (0.01 du/ac) 0 750 1,500 Feet -c2 id Opt IN► set ;1111 II ro ro' 1111111 1011111k 16010 MOO Page 3 of 8 433 Fi ure 2: Existin ! Zonin Q Proposed Parcels for Rezoning Parcel Address O 0 0 0 7440 Tassajara Rd 6060 Tassajara Rd 5868 Tassajara Rd 5378Tassajara Rd City Limit Zoning ▪ A -Agriculture PD - Planned Development 0 750 1,500 Feet PD ORD?07-00 dart .9: rr . rr.I N I U▪ 1 MEM 1Ma IWO , .n1.7 • lam • Page 4 of 8 434 Analysis To eliminate potential constraints to housing development, Housing Element Program B.18: Planned Development (PD) Zoning specifies that the City will review vacant and underutilized residential properties with existing PD zoning for residential uses and rezone those properties to a residential zoning district with established development standards. Development of property with PD zoning requires legislative action by the City Council, which HCD views as a constraint to residential development. The purpose of the proposed rezoning is to ensure that PD zoning is not mandated on residential properties. The four subject properties would be rezoned R-M but the property owners would still have the option to pursue PD zoning in the future if they desire greater flexibility regarding development standards. The rezoning would benefit property owners by providing zoning certainty without requiring further legislative action by the City while also maintaining the flexibility of PD zoning as an option. The proposed project would rezone four residential properties with existing PD zoning to R-M. As shown in Table 1 and Figure 1, above, three of the four properties include General Plan land use designations of Open Space or Stream Corridor. Therefore, only those portions of the three properties with a Medium Density Residential land use designation would be rezoned R-M. The remaining portions with Open Space or Stream Corridor land use designations would maintain their existing PD zoning. Refer to Figure 3 for the proposed rezoning. Page 5 of 8 435 Fi ure 3: Pro I osed Rezonin QProposed Parcels for Rezoning Parcel Address 0 0 O 0 7440 Tassajara Rd 6060 Tassajara Rd 5868 Tassajara Rd 5378Tassajara Rd ® City Limit Zoning A - Agriculture PD - Planned Development R-M - Multi -Family Residential 0 750 I ,500 Feet PD ORD. 09-07 PD RESO. 104-94 Page 6 of 8 436 Attachment 1 is the draft Ordinance amending the Zoning Map and approving the proposed rezoning. Consistency with the General Plan, Specific Plans, and Zoning Ordinance The proposed rezoning of the four subject properties from PD to R-M is consistent with the Dublin General Plan in that the rezoning would continue to allow residential uses and the rezoning is necessary to implement Housing Element Program B.18. ENVIRONMENTAL DETERMINATION: The California Environmental Quality Act (CEQA), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and that environmental documents be prepared. The proposed rezoning is exempt from the requirements of CEQA pursuant to CEQA Guidelines Section 15061(b)(3) because the General Plan land use designations for the subject properties, which establish maximum density and intensity of development, would not change and, thus, the potential development permitted under the current and proposed zoning would not change. Furthermore, no development is proposed at this time. Therefore, it can be seen with certainty that there is no possibility that the rezoning would have a significant effect on the environment and is not subject to CEQA review. PLANNING COMMISSION REVIEW: The Planning Commission held a public hearing on December 10, 2024, to consider the proposed rezoning and unanimously recommended approval to the City Council. Planning Commission Resolution No. 24-10 is included as Attachment 2. STRATEGIC PLAN INITIATIVE: Strategy 3: Housing Inclusivity and Affordability Objective A: Implement the goals, policies, and programs in the 2023-2031 Housing Element. NOTICING REQUIREMENTS/PUBLIC OUTREACH: Planning staff mailed letters to each of the four property owners notifying them of the City -initiated rezoning of their properties and offering to meet with them if they had any questions. To date, Staff has spoken with the property owner at 5378 Tassajara Road and they did not express opposition to the rezoning. In accordance with State law, a public notice was mailed to the subject property owners and all property owners and occupants within 300 feet of the subject properties. A public notice was also published in the East Bay Times and posted at several locations throughout the City. Additionally, the City Council Agenda was posted. Page 7 of 8 437 ATTACHMENTS: 1) Ordinance Amending the Zoning Map and Rezoning Property Located at 5378, 5868, 6060, and 7440 Tassajara Road from Planned Development (PD) to R-M (Multi -Family Residential) 2) Planning Commission Resolution No. 24-10 Recommending City Council Approval of the Ordinance Amending the Zoning Map and Approving the Rezoning Page 8 of 8 438 Attachment I ORDINANCE NO. xx-25 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DUBLIN AMENDING THE ZONING MAP AND REZONING PROPERTY LOCATED AT 5378, 5868, 6060, AND 7440 TASSAJARA ROAD FROM PLANNED DEVELOPMENT (PD) TO R-M (MULTI -FAMILY RESIDENTIAL) (APNS 986-0003-001-02, 986-0028-002-00, 986-0027-001-00 AND 986-0004-001-00) (PLPA-004094-2024) THE CITY COUNCIL OF THE CITY OF DUBLIN DOES HEREBY ORDAIN AS FOLLOWS: SECTION 1. RECITALS A. The City initiated a Rezoning of four residential properties located at 5378, 5868, 6060 and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential). B. The proposed Rezoning would implement Housing Element Program B.18: Planned Development (PD) Zoning. C. The Planning Commission held a duly noticed public hearing on December 10, 2024, during which all interested persons were heard, and adopted Resolution No. 24-10 recommending that the City Council approve the Rezoning. D. A Staff Report was submitted to the Dublin City Council recommending approval of the Rezoning. E. The City Council held a public hearing on the Rezoning on January 14, 2025, at which time all interested persons had an opportunity to be heard. F. Proper notice of said hearing was given in all respects as required by law. G. The City Council did hear and consider all said reports, recommendations, and testimony set forth above and used its independent judgment to evaluate the project. SECTION 2. FINDINGS A. Pursuant to Dublin Municipal Code Section 8.120.050.B., the City Council hereby finds that the Rezoning is consistent with the General Plan in that the Rezoning would continue to allow residential uses and the Rezoning is necessary to implement Housing Element Program B.18. B. The California Environmental Quality Act ("CEQA"), together with State Guidelines and City of Dublin CEQA Guidelines and Procedures, require that certain projects be reviewed for environmental impacts and that environmental documents be prepared. The proposed Rezoning is exempt from the requirements of CEQA pursuant to CEQA Guidelines Section 15061(b)(3) because the General Plan land use designations for the subject properties, which Ordinance. No. XX-25, Item X.X, Adopted XX/XX/25 Page 1 of 4 439 Attachment I establish maximum density and intensity of development, would not change and, thus, the potential development permitted under the current and proposed zoning would not change. Furthermore, no development is proposed at this time. Therefore, it can be seen with certainty that there is no possibility that the Rezoning would have a significant effect on the environment and is not subject to CEQA. SECTION 3. ZONING MAP AMENDMENT Pursuant to Dublin Municipal Code Chapter 8.120, the Dublin Zoning Map is hereby amended to to Rezone 5378, 5868, 6060 and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential). Ordinance. No. XX-25, Item X.X, Adopted XX/XX/25 Page 2 of 4 440 Attachment I A map of the Rezoning is shown below: QProposed Parcels for Rezoning Parcel Address 0 0 0 0 7440 Tassajara Rd 6060 Tassajara Rd 5868 Tassajara Rd 5378Tassajara Rd ® City Limit Zoning - A -Agriculture PD - Planned Development R-M - Multi -Family Residential PD ORD. 07-00 0 750 1,500 Feet SECTION 4. EFFECTIVE DATE This Ordinance shall take effect thirty (30) days following its adoption. Ordinance. No. XX-25, Item X.X, Adopted XX/XX/25 Page 3 of 4 441 Attachment I SECTION 5. POSTING OF ORDINANCE The City Clerk of the City of Dublin shall cause this Ordinance to be posted in at least three (3) public places in the City of Dublin in accordance with Section 36933 of the Government Code of the State of California. PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Ordinance. No. XX-25, Item X.X, Adopted XX/XX/25 Page 4 of 4 442 Attachment 2 RESOLUTION NO. 24 — 10 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN RECOMMENDING CITY COUNCIL APPROVAL OF AN ORDINANCE AMENDING THE ZONING MAP AND REZONING PROPERTY LOCATED AT 5378, 5868, 6060 AND 7440 TASSAJARA ROAD FROM PLANNED DEVELOPMENT ZONING DISTRICT TO R-M ZONING DISTRICT (APNS 986-0003-001-02, 986-0028-002-00, 986-0027-001-00 AND 986-0004-001-00) (PLPA-004094-2024) WHEREAS, the City initiated a Rezoning of four residential properties located at 5378, 5868, 6060 and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential); and WHEREAS, the proposed Rezoning would implement Housing Element Program B.18: Planned Development (PD) Zoning; and WHEREAS, the California Environmental Quality Act ("CEQA"), together with the State Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and WHEREAS, the Planning Commission recommends that the City Council find the proposed Rezoning exempt from the requirements of CEQA pursuant to CEQA Guidelines Section 15061(b)(3) because the General Plan land use designations for the subject properties, which establish maximum density and intensity of development, would not change and, thus, the potential development permitted under the current and proposed zoning would be the same. Furthermore, no development is proposed at this time. Therefore, it can be seen with certainty that there is no possibility that the Rezoning would have a significant effect on the environment and is not subject to CEQA review; and WHEREAS, the Planning Commission held a duly noticed public hearing on December 10, 2024, during which all interested persons were heard; and WHEREAS, proper notice of said hearing was given in all respects as required by law; and WHEREAS, a Staff Report dated December 10, 2024, was submitted to the Dublin Planning Commission recommending approval of the proposed Rezoning of four residential properties located at 5378, 5868, 6060 and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential); and WHEREAS, the Planning Commission did hear and consider all said reports, recommendations and testimony herein above set forth and used its independent judgment to evaluate the recommendations. NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct and made a part of this Resolution. Reso. No. 24-10, Item 6.3, Adopted 12/10/2024 Page 1 of 2 443 BE IT FURTHER RESOLVED that the City of Dublin Planning Commission does hereby recommend that the City Council adopt the Ordinance attached hereto as Exhibit A, and incorporated herein by reference. PASSED, APPROVED AND ADOPTED this 10th day of December 2024, by the following vote: AYES: Aini, Grier, Rashid, and Tyler NOES: ABSENT: Wright and Ochoa ABSTAIN: ATTEST: Signed by: I kS�UtSyl; F1/1 4y.i... Assistant Community uevelopment Director Signed by: /L DA84784F8... Planning Commission Chair Reso. No. 24-10, Item 6.3, Adopted 12/10/2024 Page 2 of 2 444 PLANNED DEVELOPMENT REZONING City Council Meeting January 14,2025 II DUBLIN CALIFORNIA 445 Background • Housing Element one of seven mandatory elements of General Plan • Updated every eight years to demonstrate how existing and projected housing need would be met • November 15, 2022 - City Council approved draft Housing Element • January 19, 2024 - HCD certified Housing Element Proposed Project • City -initiated rezoning of four residential properties from Planned Development to R-M (Multi -family Residential) • Implement Housing Element Program B.I8: Planned Development (PD) Zoning Summary of Proposed Rezoning Property Address Property Size Existing Use Existing General Plan Land Use 5378 Tassajara Road 5868 Tassajara Road 6060 Tassajara Road 7440 Tassajara Road 9.43 acres 1 acre 3.12 acres 12.5 acres Equestrian center, single-family home and associated structures Single-family home and associated structures Single-family home and associated structures Single-family home and associated structures Medium Density Residential Medium Density Residential and Stream Corridor Medium Density Residential and Open Space Medium Density Residential and Open Space Existing Zoning PD (Ordinance No. 07-00) PD (Resolution No. 104-94) PD (Ordinance No. I 0-05) PD (Ordinance No. 09-07) Proposed Zoning R-M R-M* R-M* R-M* 448 Existing General Plan and Zoning - Proposed Parcels for Rezoning Parcel Address O 7440Tassajara Rd 0 6060Tassajara Rd 0 5868Tassajzm Rd 04 53787assajara Rd City Limit Parcel General Plan Land Use - Pub1lUSeml-Publa ▪ Semi -Public - Public lands MI Stream Corridor - open Spare - Regional Park Parks/Public Recreation Single -Family Residential (09-60 dulac) ▪ Medium Density Residential (6,1 - 14.0 dufac) - dMeledluac}ns-High Density Residential (14,1 -25,0 Rural Residental/Agriculture (0.01 du/ac) 750 1,500 Feet Q Proposed Parcels for Rezoning Parcel Address 0 7440Tassajara Rd 02 60607assajara Rd O 58687assajara Rd 0 5378Tassajara Rd Cry Lint. Zoning - A -Agriculture PD - Planned Development 750 1,500 Feet DUBLIN CALIFORNIA 449 Housing Element Program B. 18: Planned Development (PD) Zoning • Development of property with PD zoning requires legislative action by City Council and is viewed by HCD as constraint to residential development • Review vacant and underutilized residential properties with existing PD zoning and rezone to residential district with established development standards Proposed Rezoning • Proposed rezoning would ensure that PD zoning is not mandated on residential properties • Property owners would still have option to pursue PD zoning if they desire greater flexibility regarding development standards • Rezoning would benefit property owners by providing zoning certainty without requiring further legislative action • PD zoning would remain an option • Proposed PD rezoning would not result in additional housing that would not already be allowed under the General Plan Proposed Rezoning Q Proposed Parcels for Reigning Parcel Address Q 7440Tassajala Rd 0 6060Tassajam Rd Q 5868 Tassajara Rd ® 5378Tassapara Rd ® City Limit Zoning A -Agriculture PD - Planned Development - R-M - Muld-Family Residential 1500 Foci PD ORD.09.07 PD RE50. 109-94 PD ORR07-00 9` N DubVin� DUBLIN CALIFORNIA 452 Planning Commission • On December 10,2024, Planning Commission held a public hearing, considered the proposed PD Rezoning and unanimously recommended approval to City Council Recommendation • Waive the reading and INTRODUCE the Ordinance Amending the Zoning Map and Rezoning 5378, 5868, 6060 and 7440 Tassajara Road from Planned Development (PD) Residential to R-M (Multi -Family Residential) r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 6.3 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT : Amendment to the General Plan to Update the Economic Development Element (PLPA-004094-2024) Prepared by: Rhonda Franklin, Management Analyst ll and Kristie Wheeler, Interim Assistant Community Development Director EXECUTIVE SUMMARY: The City Council will consider an amendment to the General Plan to update the Economic Development Element based on the recently updated Economic Development Strategy. The City Council will also consider an exemption from the requirements of the California Environmental Quality Act. STAFF RECOMMENDATION: Conduct the public hearing, deliberate, and adopt the Resolution Approving a General Plan Amendment to Update the Economic Development Element. FINANCIAL IMPACT: None. DESCRIPTION: The Economic Development Strategy ("Strategy") and General Plan Economic Development Element ("Element") were originally adopted by the City Council in 2012 and 2013, respectively. The overarching objective of the Element is to enhance the competitiveness of the City of Dublin and maintain a strong and diverse economic base. The Element outlines strategies and policies aimed at promoting economic vibrancy and growth, improving conditions for small businesses, encouraging development of strategic employment -supporting sites, and improving overall economic well-being within the community. Since the original Strategy and Element were approved, there have been significant growth and Page 1 of 4 455 changes in Dublin, not only in population and residential developments, but also in the economic and business climate, emerging and fast-growing industries, and business operations. These changes warranted a review and update to the Strategy and the Element, as the Element is both guided by and reflective of the Strategy. On September 5, 2023, the City Council approved an agreement with Strategic Economics, Inc. to assist Staff with updating the Strategy and Element. Efforts toward this goal included: • Organizing and holding focus group meetings with members of the City Council, Staff, property owners/managers and brokers, regional agencies, business owners/managers, developers, and other stakeholders. • Developing and conducting online surveys with the business community and the community at large. • Gathering data relative to the project. • Analyzing information from the focus group meetings, surveys and data collection to determine the City's strengths, weaknesses, opportunities, and threats. On October 1, 2024, the City Council adopted Resolution No. 111-24 approving the updated Strategy with the following seven goals: • Goal 1- Innovation Growth Grow businesses and employment in innovation -oriented and professional services industries matching Dublin's strengths and opportunities —especially computer technology, professional services, biomedical devices, and other R&D/advanced manufacturing —through business attraction and marketing programs. • Goal 2 - Promote Infill Investment Promote infill development and reinvestment in older retail, office, and industrial areas — including establishing Downtown Dublin as a vibrant community gathering space with a mix of modern employment, housing, retail, dining, and entertainment uses serving residents and workers. • Goal 3 - Greenfield Development Ensure development of major greenfield opportunity sites with modern commercial and light industrial employment uses by supporting infrastructure needs and reducing cost barriers. • Goal 4 - Retail Vitality Sustain and strengthen the health of Dublin's shopping, dining, and entertainment businesses through strategic planning and promotional efforts. • Goal 5 - Hospitality Expansion Work with regional agencies to expand and highlight Dublin's potential as a regional hotel and hospitality destination through hotel attraction efforts and advocacy for attracting a multiuse venue to Dublin. Page 2 of 4 456 • Goal 6 - Small Business Support Strengthen startup and growth opportunities for small businesses by pursuing improvements to City processes and maintaining and marketing supportive services and programs. • Goal 7 - Workforce Opportunities Enhance Dublin's workforce support and development systems to create opportunities for all members of the workforce through collaboration with regional organizations. The Element has been updated to ensure consistency and alignment with the content of the updated Strategy. Specifically, the goals outlined in the Element have been updated to align with those in the Strategy, with minor revisions to refine the language and ensure it supports and complements the updates. A Resolution approving a General Plan Amendment to update the Economic Development Element is provided as Attachment 1 with the draft Element included as Attachment 2. A redlined version of the draft Economic Development Element is provided as Attachment 3. ENVIRONMENTAL DETERMINATION: The California Environmental Quality Act (CEQA), together with the State CEQA Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and when applicable, environmental documents be prepared. Staff recommends that the Planning Commission find the project is exempt from CEQA requirements in accordance with CEQA Guidelines Section 15061(b)(3), as the proposed update to the Element would not result in any physical changes and it can be seen with certainty that there is no possibility that the update would have a significant effect on the environment and is not subject to CEQA review. PLANNING COMMISSION REVIEW: On December 10, 2024, the Planning Commission considered the proposed update to the Economic Development Element and unanimously recommended City Council approval with the following feedback: • Modify Section 11.3.A to remove environmental justice as it is not a required section for the City of Dublin General Plan. o Staff has modified the Element to incorporate this change. • Consider modifying Section 11.6.1 to include the exploration of City permit fee reductions. o Staff recommends leaving this section unchanged as the section references evaluating improvements to City processes affecting Dublin's businesses and Staff can include the exploration ofpermitfee reduction in the evaluation process. • Consider modifying Section 11.9.1 to include the exploration of tools such as Property and Business Improvement District (PBID) and Tax Increment Financing (TIF) to support retail Page 3 of 4 457 vitality. o Staff recommends leaving this section unchanged and incorporating the exploration of this consideration into the Strategy Implementation Workplan. • Consider modifying Section 11.11.1 to include collaboration with research institutions and higher education institutions. o Staff recommends leaving the section unchanged as the section references regional partnerships and Staff can incorporate the collaboration with research institutions and higher education institutions in the Strategy lmplementation Workplan. In addition, the Strategy includes collaboration and partnership with both research and higher education institutions. Planning Commission Resolution No. 24-08 recommending City Council approval of the proposed amendment to the General Plan to update the Economic Development Element is included as Attachment 4. STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: In accordance with State law, a public hearing notice was published in the East Bay Times and posted at several locations throughout the City. Additionally, the City Council Agenda was posted. ATTACHMENTS: 1) Resolution Approving a General Plan Amendment to Update the Economic Development Element 2) Exhibit A to the Resolution - Draft Economic Development Element 3) Redlined Draft Economic Development Element 4) Planning Commission Resolution No. 24-08 Recommending City Council Approval of a General Plan Amendment to Update the Economic Development Element Page 4 of 4 458 Attachment I RESOLUTION NO. XX — 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING A GENERAL PLAN AMENDMENT TO UPDATE THE ECONOMIC DEVELOPMENT ELEMENT (PLPA-004079-2024) WHEREAS, the City Council adopted Resolution No. 54-13 approving a General Plan Amendment for the Revised General Plan and New Economic Development Element (PLPA- 2011-00050) on April 16, 2013; and WHEREAS, the Economic Development Element is informed and guided by the Economic Development Strategy; and WHEREAS, the Economic Development Strategy, originally adopted in 2012, underwent an update and the City Council adopted Resolution No. 111-24 approving the Economic Development Strategy on October 1, 2024; and WHEREAS, the update of the Economic Development Strategy warrants an update to the Economic Development Element (the "Project"); and WHEREAS, the California Environmental Quality Act ("CEQA"), together with the State Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and WHEREAS, the City Council finds that the Project is exempt from the requirements for CEQA pursuant to CEQA Guidelines Section 15061(b)(3) because it can be seen with certainty that the Project would have a significant effect on the environment and is not subject to CEQA review; and WHEREAS, the Planning Commission held a duly noticed public hearing on December 10, 2024, during which all interested persons were heard, and adopted Resolution No. 24-08 recommending City Council approval of a General Plan Amendment to Update the Economic Development Element; and WHEREAS, a Staff Report dated January 14, 2025, was submitted to the City Council recommending approval of the Project; and WHEREAS, the City Council held a properly noticed public hearing on the Project on January 14, 2025, at which time all interested parties had the opportunity to be heard; and WHEREAS, the City Council did review and consider the Staff Report, recommendations, and testimony for this item and used its independent judgment prior to making a recommendation. NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct and made a part of this Resolution. BE IT FURTHER RESOLVED that the City Council of the City of Dublin does hereby approve a General Plan Amendment to Update the Economic Development Element attached hereto as Exhibit A and incorporated herein by reference. Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 1 of 2 459 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 460 Attachment 2 Exhibit A to the Resolution City of Dublin General Plan Chapter I I ECONOMIC DEVELOPMENT ELEMENT 461 11.1 INTRODUCTION The Economic Development Element guides the City of Dublin's efforts to foster business expansion and job growth, providing a framework for economic development programs and activities. While the Economic Development Element does not explicitly seek to generate fiscal benefits accruing to the City of Dublin, increased net tax revenue is a likely byproduct of the policies. The overarching objective of the Economic Development Element is to enhance the competitiveness of the City of Dublin and to promote a strong, diverse, and evolving economic base that creates broadly shared economic and employment opportunities for Dublin residents and workers. 11.2 ECONOMIC DEVELOPMENT PRINCIPLES The City of Dublin desires to undertake economic development activities to improve its competitive position relative to other California cities. Competitiveness spans a multitude of subjective measures, including (1) attractiveness to companies, (2) attractiveness to individuals, (3) reputation/brand, and (4) innovation environment (i.e., potential for home-grown economic development). Maintaining a competitive position is critical to retaining local businesses and attracting new businesses, thereby sustaining and growing the local job base with high -value employment opportunities for current and future residents. In addition to traditional economic development tools that focus primarily on cost -based incentives for business, the City of Dublin desires to take a more holistic view of economic competitiveness that emphasizes the importance of "quality of place" and "quality of life" factors in attracting companies and individuals. Potentially through physical improvements and other enhancements to community character, the City seeks to promote and foster a built environment that inspires and supports new economic opportunities. Land use is central to the City of Dublin's capacity to compete for jobs and economic growth. The community's ability to develop real estate and public spaces at new and redeveloped sites, locate interrelated companies near each other, encourage growth at key business nodes, and build vibrant, engaging, and contemporary places is vital to its competitiveness. Promoting real estate investment and achieving desirable land use outcomes is critical to positioning Dublin for economic growth and long-term economic sustainability. In addition, public development of new and reimagined civic spaces can enhance the City's attractiveness, reputation, and innovation environment. The City of Dublin seeks to achieve equitable access to opportunities —further reinforcing the community's holistic competitiveness for jobs, businesses, and individuals. Workforce development and education partnerships will ensure that residents and workers can access high -quality jobs and build wealth. Technical resources and simple approval processes for small businesses expand entrepreneurial opportunities. Additionally, culturally relevant engagement and services leverage Dublin's rapidly diversifying population to assist in growing the economy. es' City of Dublin General Plan 1 Economic Development 11-1 462 11.3 RELEVANT PLANS AND POLICES Dublin has adopted a number of plans and policies to guide development. Some of these pertain to the entire City, while others have a specific area of focus. As part of the City of Dublin General Plan, this Economic Development Element provides goals, policies, and implementation measures that address the entire City, though some specific goals and policies are geographically targeted. The City's General Plan and the Eastern Dublin and Downtown Dublin Specific Plans are most relevant to the Economic Development Element. A. City of Dublin General Plan The City's General Plan is the policy framework for development decisions. It is the highest -level policy document for the City. State law requires that general plans include land use, circulation, open space, conservation, air quality, safety, noise, and housing elements. Additional, optional, elements may be included. All elements of a General Plan are considered equal and all other plans and policies are required by state law to be consistent with the General Plan. The Economic Development Element is an optional element of the Dublin General Plan. The City of Dublin General Plan acknowledges that on the local level, development will be required to respond to community needs for housing, employment, and leisure opportunities and to the natural constraints of the area. In particular, regarding employment -supporting uses, the General Plan states that commercial and employment -generating uses will be located near the freeway and transit lines to facilitate efficient transportation. Accordingly, the Economic Development Element offers guidance for economic development activities in these areas, with particular focus on three important locations: (1) the Eastern Dublin Transit Center, (2) the Fallon East Economic Development Zone, and (3) Downtown Dublin. Dublin has two Specific Plans that cover these workplace locations. B. Eastern Dublin Specific Plan The Eastern Dublin Specific Plan (EDSP) provides policy guidance for existing and future development generally east of the Iron Horse Trail and the Parks Reserve Forces Training Area (Parks RFTA or Camp Parks). New development in this area requires adoption of Planned Development (PD) zoning, which includes development regulations, architectural standards, and preliminary landscape plans. The EDSP provides for employment -generating land uses located on the west side of the planning area, in close proximity to the BART station and near 1-580 and Dublin Boulevard where freeway access is convenient. The EDSP was also amended in 2022 to emphasize development of the Fallon Gateway area with employment -generating land uses within the Fallon East Economic Development Zone located in the eastern portion of the EDSP. In addition to the Transit Center and Fallon Gateway, the EDSP provides for office space and other employment -generating uses in additional locations within the Specific Plan area. C. Downtown Dublin Specific Plan The Downtown Dublin Specific Plan (DDSP) provides policy guidance, development standards, and design guidelines for Downtown Dublin. The DDSP includes a Retail District, Transit -Oriented District, and Village Parkway District, each of which allow for office space and other employment -generating land uses, which contribute to economic development in Dublin. The City of Dublin adopted a Downtown Dublin Preferred Vision in 2019 and subsequent edits to the DDSP to guide development of the Dublin Commons project within the Retail District of the DDSP. City of Dublin General Plan I Economic Development 11-2 463 11.4 ORGANIZATION OF ECONOMIC DEVELOPMENT ELEMENT This Economic Development Element is organized according to the following structure: Goals Goals are general and serve as guiding principles for economic development activities. Policies Policies divide the goals into more specific economic development guidelines. Implementation Measures Implementation measures are specific tasks needed to achieve the goals and policies. 11.5 GOAL I: INNOVATION GROWTH Goal 1: Innovation Growth includes policies to support Dublin in attracting and retaining businesses in a variety of industries, including those that were categorized as high -priority industries in the City of Dublin's Economic Development Strategy adopted in 2024. 11.5.1 MAINTAIN AND ENHANCE ECONOMIC DEVELOPMENT FUNCTIONS A. Policy 1. The City of Dublin has a well -established practice of economic development work, including a variety of programs that support business attraction and retention. Through the Economic Development Department, the City currently offers incentive programs, business training, business outreach, and business support services. The City shall maintain the function of Economic Development as a tool to promote innovation growth in the City and the region. B. Implementation Measures 1. Maintain Business Incentive Programs: Maintain incentives that respond to current economic conditions and serve to attract and retain business activity in the City of Dublin, as appropriate. 2. Establish Industry Stakeholder Groups: Establish standing stakeholder groups for information technology, professional and financial services, and biomedical businesses. 3. Conduct Business Seminars, Roundtables, and other Related Programs: Offer seminars, discussion meetings, and classes to support business owners, in partnership with the Dublin Chamber of Commerce, the Alameda County Small Business Development Center, and other business support entities, as appropriate. 4. Coordinate with Regional Entities: Continue to remain engaged as an active participant in current efforts to enhance economic development activities in the region. 5. Continue the Business Visitation Program: Meet individually with businesses to assist with retention and expansion, and to raise awareness of City services available to local businesses. City of Dublin General Plan I Economic Development 11-3 464 6. Maintain the Economic Development Strategy: The City shall periodically review and update the Economic Development Strategy to proactively address the evolving needs of businesses and respond to shifting economic conditions. 11.5.2 ESTABLISH AND MAINTAIN A BUSINESS -FRIENDLY MARKETING AND BRANDING STRATEGY A. Policy 1. The City of Dublin produces marketing materials and undertakes other activities to promote Dublin as a place for business. The City shall formalize its marketing activities by creating and maintaining a comprehensive marketing and branding strategy unique to Dublin's economic development efforts targeted towards high -priority industries. The marketing and branding strategy shall be continually updated to refresh the City of Dublin's outward identity, publicizing the evolution of the City and business community, as appropriate. B. Implementation Measures 1. Prepare a Marketing and Branding Strategy: Develop an economic development -tailored marketing and branding strategy that focuses on Dublin's competitive assets. 2. Conduct City Staff Trainings: Establish a shared understanding of Dublin's assets and messaging for economic development. 3. Implement the Marketing and Branding Strategy: Allocate staff time and/or funds to support marketing and branding efforts, as appropriate. 4. Update the Marketing and Branding Strategy: Revisit the strategy periodically to ensure that marketing and branding efforts are kept current. 11.5.3 FOCUS BUSINESS VISITATION PROGRAM ON HIGH -PRIORITY INDUSTRIES A. Policy 1. Retaining businesses in high -priority industries is a primary goal for the City of Dublin, given the potential these companies hold for job creation within the City. To target businesses in high -priority industries, the City of Dublin shall maintain a Business Visitation Program that seeks to identify and solve local economic development constraints. B. Implementation Measures 1. Confirm High -Priority Industries: Building on the Economic Development Strategy adopted in 2024, establish and maintain a list of industries to prioritize for the Business Visitation Program. 2. Implement Targeted Visitation Program: Conduct business visits and respond to cited concerns and issues, as appropriate. 11.5.4 PARTICIPATE IN REGIONAL ECONOMIC DEVELOPMENT EFFORTS A. Policy 1. The City of Dublin shall coordinate with local and regional entities to foster regional strengths, leveraging the efforts of organizations that seek to improve the Tri-Valley economy. Regional partners City of Dublin General Plan 1 Economic Development 11-4 465 may be traditional economic development entities or other organizations that promote quality of place and quality of life through efforts to enhance the cultural and social fabric of the region. B. Implementation Measures 1. Identify Priority Entities/Programs: Building on the Economic Development Strategy, establish and expand communications with regional entities that have the potential to enhance the Tri-Valley economy. 2. Participate in Regional Economic Development Efforts: Coordinate and partner with regional economic development entities to support regional economic development efforts, as appropriate. 11.6 GOAL II: SMALL BUSINESS SUPPORT Small businesses and the jobs they support are critical to the City of Dublin economy. Goal II: Small Business Support seeks to improve City of Dublin practices and procedures to promote small business growth. 11.6.1 IMPROVE AND MAINTAIN SMALL BUSINESS -FRIENDLY DEVELOPMENT SERVICES A. Policy 1. The City of Dublin shall strive to offer small businesses and other City permit applicants an efficient and transparent building permit and inspection process. By providing permit applicants a well-defined roadmap and timeline for interactions with the City of Dublin, the City shall minimize the financial risk to applicants seeking to undertake new projects. B. Implementation Measures 1. Maintain Business Concierge Program: Continue maintaining a "concierge" function to support businesses in navigating processes such as business licenses, tenant improvements, and other permitting processes. 2. Survey Small Businesses: Conduct ongoing follow-up surveys with businesses that interact with the City of Dublin to identify recurring issues affecting the clarity and efficiency of these processes. 3. Evaluate and Implement Potential Refinements to City processes and communication: Based on feedback, review current procedures and implement improvements to permitting, licensing, and other City processes affecting Dublin's businesses. 11.6.2 IMPROVE MARKETING OF CITY -OFFERED PROGRAMS AND SERVICES A. Policy 1. The City of Dublin shall strive to improve marketing of City -offered incentives, services, and programs to existing small businesses in addition to maintaining successful engagement with new businesses. B. Implementation Measures 1. Promote City -Offered Incentives and Services: Maintain a process and regular timeline for preparing and sending marketing to business license holders and local small businesses. City of Dublin General Plan 1 Economic Development 11-5 466 2. Review Small Business Events: Continue conducting reviews of small business promotional events and campaigns to assess their impact and relevance to local businesses. 11.6.3 ENHANCE SMALL BUSINESS ENGAGEMENT AND TECHNICAL TRAINING RESOURCES A. Policy 1. The City of Dublin shall enhance ongoing engagement between the City and local small businesses to pursue opportunities to support businesses and to share available programs and marketing opportunities. As opportunities and funding arise, the City of Dublin shall also expand small business technical training resources. B. Implementation Measures 1. Conduct Outreach to Small Businesses: Conduct outreach targeted to Dublin's diverse communities of local small businesses and business organizations to gather information about specific needs and concerns. 2. Continue Small Business Navigator Program or Similar Services: Continue to provide service and expand, if possible. 3. Maintain Online Resources: Continue using the City of Dublin's website to help connect local small businesses to programs and organizations that provide technical assistance. 4. Assist Small Businesses Directly: Continue providing small business assistance through activities such as direction to resources, local grant funding and low-cost loan opportunities, landlord outreach, and connections with real estate brokers and other regional partners. 11.7 GOAL III: DEVELOPMENT OF STRATEGIC EMPLOYMENT -SUPPORTING GREENFIELD SITES Goal 111: Development of Strategic Employment -Supporting Greenfield Sites seeks to ensure development of major greenfield opportunity sites with modern commercial and light industrial employment uses by supporting infrastructure needs and reducing cost barriers. 11.7.1 PRIORITIZE THE FALLON EAST ECONOMIC DEVELOPMENT ZONE A. Policy 1. The City of Dublin shall continue prioritizing the Fallon East Economic Development Zone as a key area for attracting high priority industries such as those identified in the Economic Development Strategy adopted in 2024. B. Implementation Measures 1. Develop Infrastructure: Continue working with property owners, developers, and the City of Livermore to coordinate, fund, and build out the Dublin Boulevard extension and other required infrastructure, as feasible. City of Dublin General Plan 1 Economic Development 11-6 467 2. Maintain and Consider Incentives for Development: Continue to prioritize attracting high -priority industries through development incentives in the Fallon East Economic Development Zone. Solicit feedback on existing development incentives to determine future adjustments. 3. Promote Fallon East Economic Development Zone: Promote greenfield development opportunities as part of Dublin's marketing and branding efforts, especially when undertaking business attraction efforts focused on R&D, biomedical, office, manufacturing, and other light industrial uses. 11.7.2 MONITOR OPPORTUNITIES AND PROMOTE DEVELOPMENT IN OTHER KEY GREENFIELD SITES A. Policy 1. The City of Dublin shall continue to monitor and promote development in key greenfield sites across the City that can accommodate employment -generating uses. B. Implementation Measures 1. Promote Dublin Centre Project: Work with the developers of the Dublin Centre Project to ensure the creation of a modern mixed -use community gathering and entertainment destination. 2. Engage With Alameda County Surplus Property Authority (ACSPA): Continue engagement with the ACSPA to determine a vision and work plan for activating and developing county -owned parcels near the Dublin/Pleasanton BART station. 3. Monitor Additional Greenfield Sites: Continue to monitor opportunities to support commercial development at other greenfield sites such as the vacant property bounded by Arnold Road, Martinelli Way, Hacienda Drive, and 1-580. 11.8 GOAL IV: PROMOTE INFILL INVESTMENT Goal IV: Promote Infill Investment enhances Dublin's ability to compete for innovation -oriented businesses by creating commercial environments that attract modern retail, housing, dining, recreation, and entertainment amenities. 11.8.1 ACHIEVE THE DOWNTOWN DUBLIN VISION A. Policy 1. The City of Dublin shall continue to identify and implement investments, partnerships, and regulatory changes that accelerate the emergence of Downtown Dublin as a mixed -use innovation district and community destination. B. Implementation Measures 1. Partner with Developers and Property Owners: Continue providing supportive services, regulatory amendments, and participating in development negotiations as part of the public -private partnership to accelerate buildout of the Dublin Commons project. 2. Explore Funding and Financing Tools: Explore adoption of funding and financing tools to accelerate construction of public infrastructure that supports buildout of the Dublin Commons project and x City of Dublin General Plan I Economic Development 11-7 468 improves multimodal transportation connections within and between subareas of Downtown Dublin. 3. Identify Incubator Space Opportunities: Explore the potential creation of a business and innovation incubator space in the Downtown Dublin area. 11.8.2 EXPLORE OPPORTUNITIES WITH HACIENDA CROSSINGS SHOPPING CENTER A. Policy 1. The City of Dublin shall explore opportunities to support tenant attraction, expansion of entertainment and dining, reduce barriers to diversifying uses, and to incentivize reinvestment and new development within the Hacienda Crossings shopping center. B. Implementation Measures 1. Maintain Regular Contact with Hacienda Crossings Management: Ensure proactive regular contact with Hacienda Crossings management and ownership to identify and address barriers and opportunities for attracting tenants and reinvestment at the shopping center. 2. Collaborate In Future Plans: If the Hacienda Crossings ownership chooses to pursue a significant master planning or re -visioning process for the center, collaboratively identify ways to support and accelerate this process. 11.8.3 EXPLORE THE FUNCTIONALITY OF EXISTING INDUSTRIAL BUILDINGS A. Policy 1. The City of Dublin shall undertake a process to determine the functionality and relevance of existing industrial buildings for manufacturing, R&D, and construction businesses. Based on the results of this process, the City may undertake actions to address challenges and implement land use policy as needed to preserve the diversity of spaces available for businesses in Dublin. B. Implementation Measures 1. Study Functionality: Study the functionality, relevance, challenges, and opportunities of industrial spaces, especially within the Sierra / Trinity Business Park. 2. Investigate Land Use Policy Changes: Based on the findings of the preceding action, investigate the need for land use policy changes that limit or expand the types of uses permitted in specific industrial areas in Dublin, particularly in the Sierra / Trinity Business Park. 3. Implement Actions to Support Functionality of Industrial Buildings: Pursue land use policy changes as appropriate to preserve a wide diversity of space available for businesses in all industries in Dublin, as necessary. 11.9 GOAL V: SUPPORT RETAIL VITALITY Goal V: Support Retail Vitality seeks to support Dublin's retail opportunities given market trends such as growth of e-commerce sales and the evolution of tenant space and location preferences. x City of Dublin General Plan I Economic Development 11-8 469 11.9.1 STUDY INCENTIVES AND LAND USE REGULATION TO REDUCE BARRIERS A. Policy 1. The City of Dublin shall study potential incentives and changes to zoning and land use regulation that will reduce barriers to flexibly reusing existing retail spaces and to converting retail uses to in - demand uses such as entertainment, dining, and personal services. B. Implementation Measures 1. Investigate and Address Regulatory Barriers: Collect information regarding specific regulatory barriers to changes of use in retail spaces through ongoing contacts with brokers and retail, dining, and entertainment businesses. Review and modify any regulatory barriers, as needed. 11.9.2 EXPAND AND ENHANCE RETAIL PERFORMANCE MONITORING A. Policy 1. The City of Dublin shall maintain and expand performance monitoring of existing shopping centers and commercial areas. B. Implementation Measures 1. Monitor Sales Performance: Continue working with the City of Dublin's sales tax data provider to establish data reporting geographies in Dublin. Continue monitoring sales tax performance on a quarterly basis for all reporting geographies. 2. Market City -Offered Services to Businesses: Conduct outreach and market existing City -offered services to owners of shopping centers and businesses experiencing significant declines in sales. Utilize the services of the Business Navigator Program as a resource for these businesses. 3. Engage Brokers and Property Owners: Continue ongoing engagement with brokers and property owners to identify opportunities, challenges, tenant changes, and trends. 11.9.3 MAINTAIN OUTREACH TO LARGE SALES TAX REVENUE GENERATORS A. Policy 1. The City of Dublin shall prioritize support for its largest sales tax revenue generators, given the importance of these businesses to the City's overall retail and fiscal health. B. Implementation Measures 1. Perform Annual Outreach: Continue annual outreach to automobile dealership owners and the other top 10 sales tax revenue generators in the City of Dublin to offer City services and identify and resolve any relevant issues and concerns. x City of Dublin General Plan I Economic Development 11-9 470 11.10 GOAL VI: ENHANCE HOTEL STAYS AND DEVELOPMENT Goal VI: Enhance Hotel Stays and Development focuses on positioning the City of Dublin to benefit from ongoing efforts to attract a new multiuse venue in the Tri-Valley and continuing to promote the accessibility of Dublin's hotels to businesses and Tri-Valley destinations. 11.10.1 LEVERAGE REGIONAL VENUE AND HOTEL ATTRACTION EFFORTS A. Policy 1. The City of Dublin shall continue collaboration with regional stakeholders like Visit Tri-Valley to attract a potential multiuse venue and new hotels that would capture visitation and commercial activity associated with the multiuse venue. B. Implementation Measures 1. Collaborate with Visit Tri-Valley: Through ongoing collaboration with Visit Tri-Valley, determine potential opportunities for Dublin to attract a multiuse venue or determine ways the City of Dublin can support the venue's construction and attract new hotels and hotel stays based on the venue's operations. 11.10.2 MARKET DUBLIN AS A LOCATION FOR OVERNIGHT VISITORS A. Policy 1. The City of Dublin shall support and pursue growth of overnight visits and additional hotel development to support related tax revenues, spending at local businesses, and the employee accommodation needs of major businesses. B. Implementation Measures 1. Convene Annual Meeting of Hospitality Stakeholders: Work with Visit Tri-Valley to convene an annual meeting of hotel owners and managers in Dublin to offer services, identify and address concerns, and learn about opportunities to promote the City's hotels. 2. Promote Dublin: Continue collaboration with Visit Tri-Valley and advocate for promotion of Dublin's hotels and new hotel development. x City of Dublin General Plan I Economic Development 11-10 471 11.11 GOAL VII: SUPPORT WORKFORCE OPPORTUNITIES Goal VII: Support Workforce Opportunities prioritizes the support of workforce development services and commute access to jobs are readily available for the City of Dublin's residents and workers. 11.11.1 LEVERAGE REGIONAL INITIATIVES A. Policy 1. The City of Dublin shall continue to influence and leverage regional workforce and economic development organizations and initiatives to ensure workforce development and training services are available to Dublin residents and workers. B. Implementation Measures 1. Build Regional Partnerships and Leverage Initiatives for Training and Workforce Development: Maintain regular contact with and seek opportunities to connect and encourage collaboration between major employers and regional workforce and economic development organizations. 11.11.2 LEVERAGE REGIONAL TRANSPORTATION INITIATIVES A. Policy 1. The City of Dublin shall support and achieve benefits from ongoing initiatives to expand and invest in transportation infrastructure. B. Implementation Measures 1. Leverage New Commute Options: Consider and incorporate new worker commute access opportunities, such as the planned Valley Link rail project, as part of planning and business attraction efforts. x City of Dublin General Plan I Economic Development 11-11 472 Attachment 3 City of Dublin General Plan Chapter ECONOMIC DEVELOPMENT ELEMENT 11.1 INTRODUCTION The Economic Development Element guides the City of Dublin's efforts to foster business expansion and job growth, providing a framework for economic development programs and activities. While the Economic Development Element does not explicitly seek to generate fiscal benefits accruing to the City of Dublin, increased net tax revenue is a likely byproduct of the policies. The overarching objective of the Economic Development Element is to enhance the competitiveness of the City of Dublin and to promote a strong, diverse, and evolving economic base that creates broadly shared economic and employment opportunities for Dublin residents and workers. 11.2 ECONOMIC DEVELOPMENT PRINCIPLES The City of Dublin desires to undertake economic development activities to improve its competitive position relative to other California cities. Competitiveness spans a multitude of subjective measures, including (1) attractiveness to companies, (2) attractiveness to individuals, (3) reputation/brand, and (4) innovation environment (i.e., potential for home-grown economic development). Maintaining a competitive position is critical to retaining local businesses and attracting new businesses, thereby sustaining and growing the local job base with high -value employment opportunities for current and future residents. In addition to traditional economic development tools that focus primarily on cost -based incentives for business, the City of Dublin desires to take a more holistic view of economic competitiveness that emphasizes the importance of "quality of place" and "quality of life" factors in attracting companies and individuals. Potentially through physical improvements and other enhancements to community character, the City seeks to promote and foster a built environment that inspires and supports new economic opportunities. Land use is central to the City of Dublin's capacity to compete for jobs and economic growth. The community's ability to develop real estate and public spaces at new and rcuscdredeveloped sites, locate interrelated companies near each other, encourage growth at key business nodes, and build vibrant, engaging, and contemporary places is vital to its competitiveness. Promoting real estate investment and achieving desirable land use outcomes is critical to positioning Dublin for economic growth and long-term economic sustainability. In addition, public development of new and reimagined civic spaces can enhance the City's attractiveness, reputation, and innovation environment. The City of Dublin seeks to achieve equitable access to opportunities —further reinforcing the community's holistic competitiveness for jobs, businesses, and individuals. Workforce development and education partnerships will ensure that residents and workers can access high -quality jobs and build wealth. Technical resources and simple approval processes for small businesses expand entrepreneurial opportunities. Additionally, culturally relevant engagement and services leverage Dublin's rapidly diversifying population to assist in growing the economy. e City of Dublin General Plan 1 Economic Development 11-1 474 11.3 RELEVANT PLANS AND POLICES Dublin has adopted a number of plans and policies to guide development. Some of these pertain to the entire City, while others have a specific area of focus. As part of the City of Dublin General Plan, this Economic Development Element provides goals, policies, and implementation measures that address the entire City, though some specific goals and policies are geographically targeted. The City's General Plan and the Eastern Dublin and Downtown Dublin Specific Plans are most relevant to the Economic Development Element. A. City of Dublin General Plan The City's General Plan is the policy framework for development decisions. It is the highest -level policy document for the City. State law requires that the general plans include land use, circulation, open space, conservation, air quality, safety, noise, and housing elements. Additional, optional, elements may be included. All elements of a General Plan are considered equal and all other plans and policies are required by state law to be consistent with the General Plan. The Economic Development Element is an optional element of the Dublin General Plan. The City of Dublin General Plan acknowledges that on the local level, development will be required to respond to community needs for housing, employment, and leisure opportunities and to the natural constraints of the area. In particular, regarding employment -supporting uses, the General Plan states that commercial and employment -generating uses will be located near the freeway and transit lines to facilitate efficient transportation. Accordingly, the Economic Development Element offers guidance for economic development activities in these areas, with particular focus on twothree important locations: (1) the Eastern Dublin Transit Center, (2) the Fallon East Economic Development Zone, and (23) Downtown Dublin. Dublin has developcdtwo Specific Plans that cover both of these workplace locations. B. Eastern Dublin Specific Plan The Eastern Dublin Specific Plan (EDSP) provides policy guidance for existing and future development generally east of the Iron Horse Trail and the Parks Reserve Forces Training Area (Parks RFTA or Camp Parks). New development in this area requires adoption of Planned Development (PD) zoning, which includes development regulations, architectural standards, and preliminary landscape plans. The EDSP provides for employment -generating land uses located on the west side of the planning area, in close proximity to the BART station and near 1-580 and Dublin Boulevard where freeway access is convenient. In addition to at the Transit CcntcrThe EDSP was also amended in 2022 to emphasize development of the Fallon Gateway area with employment -generating land uses within the Fallon East Economic Development Zone located in the eastern portion of the EDSP. In addition to the Transit Center and Fallon Gateway, the EDSP provides for office space and other employment -generating uses in additional locations within the Specific Plan area. C. Downtown Dublin Specific Plan The Downtown Dublin Specific Plan (DDSP) provides policy guidance, development standards, and design guidelines for Downtown Dublin. The DDSP replaced the Dublin Downtown Specific Plan, Downtown Core Specific Plan, San Ramon Road Specific Plan, Village Parkway Specific Plan, and West Dublin BART Specific Plan. The DDSP includes a Retail District, Transit -Oriented District, and Village Parkway District, each of which allow for office space and other employment -generating land uses, which contribute to economic development in Dublin. The City of Dublin adopted a Downtown Dublin Preferred Vision in 2019 and e City of Dublin General Plan I Economic Development 11-2 475 subsequent edits to the DDSP to guide development of the Dublin Commons project within the Retail District of the DDSP. 11.4 ORGANIZATION OF ECONOMIC DEVELOPMENT ELEMENT This Economic Development Element is organized according to the following structure: Goals Goals are general and serve as a -guiding principalprinciples for economic development activities. Policies Policies divide the goals into more specific economic development guidelines. Implementation Measures Implementation measures are specific tasks needed to achieve the goals and policies. 11.5 GOAL I: ECONOMIC VIBRANCY INNOVATION GROWTH Economic vibrancy is central to the City's economic development objective to enhance the competitiveness of the City and to maintain a strong and diverse economic base. Goal I: Economic Vibrancy includes policies to maintain and enhance the City's economic development programs, including coordination. 11.5.1 MAINTAIN AN ECONOMIC n =i nTENT Fi NCTION A. Goal1: Innovation Growth includes policies to support Dublin in attracting and retaining businesses in a variety of industries, including those that were categorized as high -priority industries in the City of Dublin's Economic Development Strategy adopted in 2024. 11.5.1 MAINTAIN AND ENHANCE ECONOMIC DEVELOPMENT FUNCTIONS A. Policy 1. The City of Dublin has a well -established practice of economic development work, including a variety of programs that support business attraction and retention. Through the Economic Development Department, the City currently offers incentive programs, business training, business outreach, and business support services. The City shall maintain the function of Economic Development as a tool to promote economic vibrancyinnovation growth in the City and the region. e City of Dublin General Plan I Economic Development 11-3 476 B. Implementation Measures 1. Maintain Business Incentive Programs: Maintain incentives that respond to current economic conditions and serve to attract and retain business activity in the City of Dublin, as appropriate. 2. Establish Industry Stakeholder Groups: Establish standing stakeholder groups for information technology, professional and financial services, and biomedical businesses. Conduct Business Seminars, Roundtables, and other Related Programs: Offer seminars, discussion meetings, and classes to support business owners, in partnership with the Dublin Chamber of Commerce, the Alameda County Small Business Development Center, and other business support entities, as appropriate. 3. CoordinationCoordinate with Regional Entities: At present, there arc several regional entities working to advance economic development activities in the region. The City should Continue to remain engaged as an active participant in thc current efforts (i GATE, Tri Valley Convention and Visitors Bureau, Innovation Tri Valley, East Bay EDA, just to name a fcw). Additionally, thc City should coordinate with future regional economic development efforts so long as they arc not in conflict with this Element.to enhance economic development activities in the region. contributions to the community. 45. 5. Continue the Business Visitation Program: Meet individually with businesses to assist with retention and expansion, and to raise awareness of City services available to local businesses. 6. Ombudsman Services: Facilitate permitting and other interactions between the business community and local government. 5,6. 7. Maintain the Economic Development Strategy: The City shall periodically review and update the Economic Development Strategy to ensure its relevance to proactively address the evolving marketneeds of businesses and respond to shifting economic forces, as neccssaryconditions. 11.5.2 MAINTAIN A COMPDERNSIVE MAARKETING AND BRAT DING PLAN 11.5.2 A ESTABLISH AND MAINTAIN A BUSINESS -FRIENDLY MARKETING AND BRANDING STRATEGY A. Policy 1. The City of Dublin produces marketing materials and undertakes other activities to promote Dublin as a place for business. The City shall formalize its marketing activities by creating and maintaining a comprehensive marketing and branding strategy unique to Dublin's economic development efforts targeted towards high -priority industries. The marketing and branding plan shouldstrategv shall be continually updated to refresh the City'sCity of Dublin's outward identity, publicizing the evolution of the City and business community, as appropriate. B. Implementation Measures e City of Dublin General Plan I Economic Development 11-4 477 1. Prepare a Marketing and Branding Plan: Building on the Economic Development Strategy;: Develop an economic development -tailored marketing and branding strategy that focuses on Dublin's competitive assets. 1,2. Conduct City Staff Trainings: Establish a distinct idcntityshared understanding of Dublin's assets and messaging for the City and specify appropriate Bay Ar a media outlets for promotional activities.economic development. Implement the Marketing and Branding PlanStrategy: Allocate staff time and/or funds to support marketing and branding efforts, as appropriate. 3. Update the Marketing and Branding PlanStrategy: Revisit the planStrategy periodically to ensure that marketing and branding efforts are kept current. 11.5.211.5.3 4,5,3—FOCUS BUSINESS VISITATION PROGRAM ON HIGH -GROWTH COMPANIES PRIORITY INDUSTRIES A. Policy 1. Retaining businesses in high growth companies is a priority industries is a primary goal for the City of Dublin, given the potential these companies hold for job creation within the City. TargetingTo target businesses in high growth companicspriority industries, the City shouldof Dublin shall maintain a Business Visitation Program that seeks to identify and solve local economic development constraints. B. Implementation Measures 1. Confirm High Growth CompanicsPriority Industries: Building on the Economic Development Strategy adopted in 2024, establish and maintain a list of priority busincsscsindustries to prioritize for the Business Visitation Program. 2. Implement Targeted Visitation Program: Conduct business visitationsvisits and respond to cited concerns and issues, as appropriate. 11.5.311.5.4 1 4,574—PARTICIPATE IN REGIONAL ECONOMIC DEVELOPMENT EFFORTS A. Policy 1. The City of Dublin shall coordinate with local and regional entities to foster regional strengths, leveraging the efforts of organizations that seek to improve the Tri-Valley cconomicallyeconomy. Regional partners may be traditional economic development entities or other orgnizationorganizations that promote quality of place and quality of life through efforts to enhance the cultural and social fabric of the region. B. Implementation Measures 1. Identify Priority Entities/Programs: Building on the Economic Development Strategy, establish and nnaintainexpand communications with regional entities that have the potential to enhance the Tri- Valley economy. 2. Participate in Regional Economic Development Efforts: Coordinate and partner with regional economic development entities to support regional economic development efforts, as appropriate. e City of Dublin General Plan I Economic Development 11-5 478 11.6 GOAL II: IMPROVE CONDITIONS FOR SMALL BUSINESSES BUSINESS SUPPORT Small businesses and the jobs they support are critical to the City of Dublin economy. Goal 11: Improve Conditions for Small BusinessesBusiness Support seeks to improve City of Dublin practices and procedures to promote small business growth. 11.6.1 IMPROVE AND MAINTAIN SMALL BUSINESS -FRIENDLY DEVELOPMENT SERVICES A. Policy 1. The City of Dublin shall strive to offer small businesses and other City permit applicants a deal —an efficient and ccrtaintransparent building permit and inspection process. By providing permit applicants a well-defined roadmap and timeline for interactions with the City of Dublin, the City willshall minimize the financial risk to applicants seeking to undertake new projects. Through an enhanced development services program, the City end avors to minimize unnecessary costs of business in the City of Dublin. B. Implementation Measures 1. Maintain Business Concierge Program: Continue maintaining a "concierge" function to support businesses in navigating processes such as business licenses, tenant improvements, and other permitting processes. 2. Survey Small Businesses: Conduct ongoing follow-up surveys with businesses that interact with the City of Dublin to identify recurring issues affecting the clarity and efficiency of these processes. Evaluate and Implement 1,3. 2. Evaluate Possible Building Permit/Inspection Process Potential Refinements to City processes and communication: Based on feedback, review current procedures and consider options to improve the City permit and inspection proccssimplement improvements to permitting, licensing, and other City processes affecting Dublin's businesses. 11.6.2 IMPROVE MARKETING OF CITY -OFFERED PROGRAMS AND SERVICES A. Policy 1. The City of Dublin shall strive to improve marketing of City -offered incentives, services, and programs to existing small businesses in addition to maintaining successful engagement with new businesses. B. Implementation Measures 1. Promote City -Offered Incentives and Services: Maintain a process and regular timeline for preparing and sending marketing to business license holders and local small businesses. e City of Dublin General Plan I Economic Development 11-6 479 2. Review Small Business Events: Continue conducting reviews of small business promotional events and campaigns to assess their impact and relevance to local businesses. 11.6.3 ENHANCE SMALL BUSINESS ENGAGEMENT AND TECHNICAL TRAINING RESOURCES A. Policy 1. The City of Dublin shall enhance ongoing engagement between the City and local small businesses to pursue opportunities to support businesses and to share available programs and marketing opportunities. As opportunities and funding arise, the City of Dublin shall also expand small business technical training resources. B. Implementation Measures 1. Conduct Outreach to Small Businesses: Conduct outreach targeted to Dublin's diverse communities of local small businesses and business organizations to gather information about specific needs and concerns. 2. Continue Small Business Navigator Program or Similar Services: Continue to provide service and expand, if possible. 3. Maintain Online Resources: Continue using the City of Dublin's website to help connect local small businesses to programs and organizations that provide technical assistance. 4. Assist Small Businesses Directly: Continue providing small business assistance through activities such as direction to resources, local grant funding and low-cost loan opportunities, landlord outreach, and connections with real estate brokers and other regional partners. 11.7 GOAL III: DEVELOPMENT OF STRATEGIC EMPLOYMENT -SUPPORTING GREENFIELD SITES Economic development and job growth will require additional workspaces in the future. Goal 111: Development of Strategic Employment -Supporting Greenfield Sites seeks to maximize the potential for ensure development of workplacema p greenfield opportunity sites with modern commercial and light industrial employment uses in -by supporting infrastructure needs and reducing cost barriers. 11.7.1 PRIORITIZE THE FALLON EAST ECONOMIC DEVELOPMENT ZONE A. Policy 1. The City of Dublin shall continue prioritizing the Fallon East Economic Development Zone as a key area for attracting high priority industries such as those identified in the Economic Development Strategy adopted in 2024. 11.7.1 PARTNER WITH THE ALAMEDA COUNTY SURPLUS PROPERTY AUTHORITY B. A. implementation Measures e City of Dublin General Plan I Economic Development 11-7 480 1. Develop Infrastructure: Continue working with property owners, developers, and the City of Livermore to coordinate, fund, and build out the Dublin Boulevard extension and other required infrastructure, as feasible. 2. Maintain and Consider Incentives for Development: Continue to prioritize attracting high -priority industries through development incentives in the Fallon East Economic Development Zone. Solicit feedback on existing development incentives to determine future adjustments. 3. Promote Fallon East Economic Development Zone: Promote greenfield development opportunities as part of Dublin's marketing and branding efforts, especially when undertaking business attraction efforts focused on R&D, biomedical, office, manufacturing, and other light industrial uses. 11.7.2 MONITOR OPPORTUNITIES AND PROMOTE DEVELOPMENT IN OTHER KEY GREENFIELD SITES A. Policy 1. The City of Dublin shall continue to monitor and promote development in key greenfield sites across the City that can accommodate employment -generating uses. B. Implementation Measures 1. Promote Dublin Centre Project: Work with the developers of the Dublin Centre Project to ensure the creation of a modern mixed -use community gathering and entertainment destination. 2. Engage With Alameda County Surplus Property Authority (ACSPA) controls ): Continue engagement with the ACSPA to determine a vision and work plan for activating and developing county -owned parcels near the Dublin/Pleasanton BART station. 3. Monitor Additional Greenfield Sites: Continue to monitor opportunities to support commercial development at other greenfield sites such as the vacant property bounded by Arnold Road, Martinelli Way, Hacienda Drive, and 1-580. 11.8 GOAL IV: PROMOTE INFILL INVESTMENT Goal IV: Promote Infill Investment enhances Dublin's ability to compete for innovation -oriented businesses by creating commercial environments that attract modern retail, housing, dining, recreation, and entertainment amenities. 11.8.1 ACHIEVE THE DOWNTOWN DUBLIN VISION A. Policy 1. The City of Dublin shall continue to identify and implement investments, partnerships, and regulatory changes that accelerate the emergence of Downtown Dublin as a mixed -use innovation district and community destination. B. Implementation Measures e City of Dublin General Plan I Economic Development 11-8 481 1. Partner with Developers and Property Owners: Continue providing supportive services, regulatory amendments, and participating in development negotiations as part of the public -private partnership to accelerate buildout of the Dublin Commons project. 2. Explore Funding and Financing Tools: Explore adoption of funding and financing tools to accelerate construction of public infrastructure that supports buildout of the Dublin Commons project and improves multimodal transportation connections within and between subareas of Downtown Dublin. 3. Identify Incubator Space Opportunities: Explore the potential creation of a business and innovation incubator space in the Downtown Dublin area. 11.8.2 EXPLORE OPPORTUNITIES WITH HACIENDA CROSSINGS SHOPPING CENTER A. Policy 1. The City of Dublin shall explore opportunities to support tenant attraction, expansion of entertainment and dining, reduce barriers to diversifying uses, and to incentivize reinvestment and new development within the Hacienda Crossings shopping center. B. Implementation Measures 1. Maintain Regular Contact with Hacienda Crossings Management: Ensure proactive regular contact with Hacienda Crossings management and ownership to identify and address barriers and opportunities for attracting tenants and reinvestment at the shopping center. 2. Collaborate In Future Plans: If the Hacienda Crossings ownership chooses to pursue a significant master planning or re -visioning process for the center, collaboratively identify ways to support and accelerate this process. 11.8.3 EXPLORE THE FUNCTIONALITY OF EXISTING INDUSTRIAL BUILDINGS A. Policy 1. The City of Dublin shall undertake a process to determine the functionality and relevance of existing industrial buildings for manufacturing, R&D, and construction businesses. Based on the results of this process, the City may undertake actions to address challenges and implement land with use policy as needed to preserve the diversity of spaces available for businesses in Dublin. B. Implementation Measures 1. Study Functionality: Study the functionality, relevance, challenges, and opportunities of industrial spaces, especially within the Sierra / Trinity Business Park. 2. Investigate Land Use Policy Changes: Based on the findings of the preceding action, investigate the need for land use and zoning in place for over two million square feet of office development at the Eastern Dublin Transit Center, developmentpolicy changes that limit or expand the types of uses permitted in specific industrial areas in Dublin, particularly in the Sierra /Trinity Business Park. 3. Implement Actions to Support Functionality of Industrial Buildings: Pursue land use policy changes as appropriate to preserve a wide diversity of space available for businesses in all industries in Dublin, as necessary. e City of Dublin General Plan I Economic Development 11-9 482 11.9 GOAL V: SUPPORT RETAIL VITALITY Goal V: Support Retail Vitality seeks to support Dublin's retail opportunities given market trends such as growth of e-commerce sales and the evolution of tenant space and location preferences. 11.9.1 STUDY INCENTIVES AND LAND USE REGULATION TO REDUCE BARRIERS A. Policy 1. The City of Dublin shall study potential that could support significant future job growth in thc City. The City shall seek to strengthen its incentives and changes to zoning and land use regulation that will reduce barriers to flexibly reusing existing retail spaces and to converting retail uses to in -demand uses such as entertainment, dining, and personal services. B. Implementation Measures 1. Investigate and Address Regulatory Barriers: Collect information regarding specific regulatory barriers to changes of use in retail spaces through ongoing working relationship and partner with contacts with brokers and retail, dining, and entertainment businesses. Review and modify any regulatory barriers, as needed. B. ImpIcmcntation Mcasur„s 1- uate Existing Land Uses/Zoning: In coord notion th CSP nt ^ ;ce r sites for consistency with market demand and potential for job cr ation. 2. Evaluate thc Potential to Offer "Shovel Rudy" Parcels: In coordination with ACSPA, explore and shorten the development project delivery timeline for end users. 3. Explore Potential for Incr ased Site Marketing: In coordination with ACSPA, explore and 11.7.2 SUPPORT DOWNTOWN BUSINESS ATTRACTION AND DEVELOPMENT EFFORTS 11.9.2 A7 EXPAND AND ENHANCE RETAIL PERFORMANCE MONITORING A. Policy 1. With the adoption of the Downtown Dublin Specific Plan (DDSP), the City created a vision for a vibrant mixed use center, with opportunities for development of employment supporting uses such as office and retail space. The DDSP strives to create a walkable urban environment that when fully realized could have a dramatic positive effect on quality of place and the City's regional competitiveness. To achieve this vision and foster economic development, the City shall pursue landowner/business coordination and partnerships to promote the continued evolution of the downtown area. e City of Dublin General Plan 1 Economic Development 483 1. —The City of Dublin shall maintain and expand performance monitoring of existing shopping centers and commercial areas. B. Implementation Measures 1. Conduct Outreach Efforts: Build support for programs and actions that progress the downtown vision. 2. Participate in Coordinated Activities: In partnership with landowners and businesses, contribute to 11.8 GOAL IV: ACHIEVE THE DOWNTOWN VISION Quality of place and quality of life factors arc increasingly critical to economic development. The Downtown Dublin vision offers an opportunity to improve quality of place and quality of life factors in Dublin. Goal IV: Achieve the Downtown Vision includes policies that encourage the City to be more active 118.1 €XPLORE-I OTENTIAL FI IIUDIIUG SOI IRCES ANIl FINANCING T�� TO ADVANCE REAL ESTATE AND ECONOMIC DEVE- ODMENT 1. A. Monitor Sales Performance: Continue working with the City of Dublin's sales tax data provider to establish data reporting geographies in Dublin. Continue monitoring sales tax performance on a quarterly basis for all reporting geographies. 2. Market City -Offered Services to Businesses: Conduct outreach and market existing City -offered services to owners of shopping centers and businesses experiencing significant declines in sales. Utilize the services of the Business Navigator Program as a resource for these businesses. 3. Engage Brokers and Property Owners: Continue ongoing engagement with brokers and property owners to identify opportunities, challenges, tenant changes, and trends. 11.9.3 MAINTAIN OUTREACH TO LARGE SALES TAX REVENUE GENERATORS A. Policy 1. A primary challenge associated with positioning opportunity areas for new development is obtaining reliable financial resources for place making investments, potentially including cr ation of public spaces-Ee-spa s plaza , and public art), streetscape and gateway nt nfrastructu, sources of funds and consider available financing mechanisms for strategic projects. 1. litThe City of Dublin shall prioritize support for its largest sales tax revenue generators, given the importance of these businesses to the City's overall retail and fiscal health. e City of Dublin General Plan I Economic Development 11-11 484 B. Implementation Measures 1. Perform Annual Outreach: Continue annual outreach to automobile dealership owners and the other top 10 sales tax revenue generators in the City of Dublin to offer City services and identify and resolve any relevant issues and concerns. 11.10 GOAL VI: ENHANCE HOTEL STAYS AND DEVELOPMENT Goal VI: Enhance Hotel Stays and Development focuses on positioning the City of Dublin to benefit from ongoing efforts to attract a new multiuse venue in the Tri-Valley and continuing to promote the accessibility of Dublin's hotels to businesses and Tri-Valley destinations. 11.10.1 LEVERAGE REGIONAL VENUE AND HOTEL ATTRACTION EFFORTS A. Policy 1. The City of Dublin shall continue collaboration with regional stakeholders like Visit Tri-Valley to attract a potential multiuse venue and new hotels that would capture visitation and commercial activity associated with the multiuse venue. B. Implementation Measures maintain a "toolkit" of potential funding sources and financing mechanisms. 2. Identify Strategic Investments: Seek opportunities to make public investments that arc likely to have positive economic development effects and advance private sector projects, as appropriate. 11.8.2 EXTI ODE TIDE CREATION OF AI�I C�'�11�I/1MIC I1�ELOPME IT CORPOR TION A. Policy 1. An Economic Development Corporation (EDC) could be established to expand the City's ability to invest in rcil estate ventures, potentially expediting downtown development activities through catalytic projects. The City should explore the potential for establishment of a local EDC in Dublin. 1. litCollaborate with Visit Tri-Valley: Through ongoing collaboration with Visit Tri-Valley, determine potential opportunities for Dublin to attract a multiuse venue or determine ways the City of Dublin can support the venue's construction and attract new hotels and hotel stays based on the venue's operations. 11.10.2 MARKET DUBLIN AS A LOCATION FOR OVERNIGHT VISITORS A. Policy 1. The City of Dublin shall support and pursue growth of overnight visits and additional hotel development to support related tax revenues, spending at local businesses, and the employee accommodation needs of major businesses. e City of Dublin General Plan I Economic Development 485 B. Implementation Measures models that could be appropriate for the City of Dublin and advance the concept, as appropriate. 1. Convene Annual Meeting of Hospitality Stakeholders: Work with Visit Tri-Valley to convene an annual meeting of hotel owners and managers in Dublin to offer services, identify and address concerns, and learn about opportunities to promote the City's hotels. 2. Promote Dublin: Continue collaboration with Visit Tri-Valley and advocate for promotion of Dublin's hotels and new hotel development. e City of Dublin General Plan I Economic Development 486 11.11 GOAL VII: SUPPORT WORKFORCE OPPORTUNITIES Goal VII: Support Workforce Opportunities prioritizes the support of workforce development services and commute access to jobs are readily available for the City of Dublin's residents and workers. 11.11.1 LEVERAGE REGIONAL INITIATIVES A. Policy 1. The City of Dublin shall continue to influence and leverage regional workforce and economic development organizations and initiatives to ensure workforce development and training services are available to Dublin residents and workers. B. Implementation Measures 1. Build Regional Partnerships and Leverage Initiatives for Training and Workforce Development: Maintain regular contact with and seek opportunities to connect and encourage collaboration between major employers and regional workforce and economic development organizations. 11.11.2 LEVERAGE REGIONAL TRANSPORTATION INITIATIVES A. Policy 1. The City of Dublin shall support and achieve benefits from ongoing initiatives to expand and invest in transportation infrastructure. B. Implementation Measures 1. Leverage New Commute Options: Consider and incorporate new worker commute access opportunities, such as the planned Valley Link rail project, as part of planning and business attraction efforts. e City of Dublin General Plan I Economic Development 11-14 487 Attachment 4 RESOLUTION NO. 24 — 08 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN RECOMMENDING CITY COUNCIL APPROVAL OF A GENERAL PLAN AMENDMENT TO UPDATE THE ECONOMIC DEVELOPMENT ELEMENT PLPA-004079-2024 WHEREAS, the City Council adopted Resolution No. 54-13 approving a General Plan Amendment for the Revised General Plan and New Economic Development Element PLPA -2011- 00050 on April 16, 2013; and WHEREAS, the Economic Development Element is informed and guided by the Economic Development Strategy; and WHEREAS, the Economic Development Strategy, originally adopted in 2012, underwent an update and the City Council adopted Resolution No. 111-24 approving the Economic Development Strategy on October 1, 2024; and WHEREAS, the update of the Economic Development Strategy warrants an update to the Economic Development Element (the "Project"); and WHEREAS, the California Environmental Quality Act ("CEQA"), together with the State Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and WHEREAS, the Planning Commission recommends that the City Council find that the proposed update to the Economic Development Element is exempt from the requirements of CEQA pursuant to CEQA Guidelines Section 15061(b)(3) as the update would not result in any physical changes and it can be seen with certainty that there is no possibility that the update would have a significant effect on the environment and is not subject to CEQA review; and WHEREAS, a Staff Report dated December 10, 2024, was submitted to the Planning Commission recommending approval of the proposed update to the Economic Development Element; and WHEREAS, the Planning Commission held a properly noticed public hearing on the Project on December 10, 2024, at which time all interested parties had the opportunity to be heard; and WHEREAS, the Planning Commission did review and consider the Staff Report, recommendations, and testimony for this item and used its independent judgment prior to making a recommendation. NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct and made a part of this Resolution. BE IT FURTHER RESOLVED that the City of Dublin Planning Commission does hereby recommend City Council approval of a General Plan Amendment to update the Economic Development Element attached hereto as Exhibit A and incorporated herein by reference. Reso. No. 24-08, Item 6.1, Adopted 12/10/2024 Page 1 of 2 488 PASSED, APPROVED AND ADOPTED this 10th day of December 2024, by the following vote: AYES: Aini, Grier, Rashid, and Tyler NOES: ABSENT: Wright and Ochoa ABSTAIN: ATTEST: Signed _by: AN Q tO1591.,Do7z5544,... Assistant Community Development Director Signed by: DSC7A1 A047641i Planning Commission Chair Reso. No. 24-08, Item 6.1, Adopted 12/10/2024 Page 2 of 2 489 Update to the Economic Development Element January 14, 2025 DUBLIN CALIFORNIA 490 Background • October 1,2024 —Approval of the updated Economic Development Strategy. — Seven goals with specific strategies, policies, action items, and implementation measures. — Staff developed an in -progress work plan and will provide progress updates. • December 10, 2024 —Planning Commission Approval of updated Economic Development Element with comments. Economic Development Element • Foundation is the Economic Development Strategy (Strategy). • High-level summary of the Strategy and guidance for the General Plan. • Consistent with and reflective of the Strategy. • Mirrors and maintains the same goals, strategies, policies, and implementation measures as the Strategy. • Goal • GoaI2 • GoaI3 • GoaI4 • GoaI5 • GoaI6 • GoaI7 Seven Adopted Goals Innovation Growth. Promote Infill Investment. Greenfield Development. Retail Vitality. Hospitality Expansion. Small Business Support. Workforce Opportunities. Economic Development Element • Welcome Derek Braun with Strategic Economics. • Questions? Recommendation Conduct the public hearing, deliberate, and adopt the Resolution Approving a General Plan Amendment to Update the Economic Development Element. Agenda Item 7.1 DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL DATE: TO: FROM: SU B,ECT: January 14, 2025 Honorable Mayor and City Councilmembers Colleen Tribby, City Manager Update on the Dublin Boulevard Extension Project and Agreement with Gray - Bowen -Scott for Project Management Services Prepared by: Pratyush Bhatia, Transportation and Operations Manager and Hazel We th erford, Deputy City Manager EXECUTIVE SUMMARY: The City Council will receive an update on the Dublin Boulevard Extension Project, which will extend Dublin Boulevard approximately 1.5 miles eastward through unincorporated Alameda County and connect to North Canyons Parkway in Livermore, from its current terminus at Fallon Road. The City Council will also consider approving an agreement with Gray -Bowen -Scott for Project Management Services. STAFF RECOMMENDATION: Receive the report, adopt the Resolution Approving an Agreement with Gray -Bowen -Scott for Project Management Services, and approve the budget change. FINANCIAL IMPACT: The proposed agreement is for a not -to -exceed amount of $250,000 for project management services through June 30, 2028. The agreement will be funded by the Dublin Boulevard Extension Advance Reserve in the General Fund. DESCRIPTION: The last update to the City Council on the Dublin Boulevard Extension Project was provided at the March 21, 2023 meeting. Since then, mitigation and design work continued, as did collaboration with the Alameda County Bicycle and Pedestrian Advisory Committee (BPAC), which generated changes to the design and necessitated a contract amendment through Alameda County Transportation Commission (CTC). In addition, Dublin's Measure II was passed by voters in November, which has some potential bearing on the funding of a portion of the road, as further Page 1 of 5 496 discussed below. The purpose of this Staff Report is to update the City Council on the current project schedule and next steps. Background The Dublin Boulevard Extension Project, which extends Dublin Boulevard from its current terminus at the intersection with Fallon Road to the intersection of North Canyons Parkway and Doolan Road in Livermore, has been planned since 1984. Dublin's General Plan, the General Plans of Alameda County and Livermore, the Eastern Dublin Specific Plan, the Fallon Village Supplemental Environmental Impact Report, and Plan Bay Area 2040 all include the extension of Dublin Boulevard. The City of Dublin is the project sponsor and is responsible for the project funding plan, schedule, and construction. Alameda CTC is the implementing agency for the final design phase of the project, and BKF Engineers is the design consultant retained by Alameda CTC to prepare the project plans. The City of Dublin, Alameda CTC, and the City of Livermore have been working in partnership on the project. On May 19, 2020, the City Council approved a Cooperative Agreement with Alameda CTC and the City of Livermore for the design phase (Resolution No. 38-20). Project Status and Schedule Update The updated schedule is provided in the below table, followed by discussions on various aspects of the project. Construction will begin once all funding is secured, right-of-way is acquired, and all resource agency permits are issued. Construction is anticipated to take 18 months to complete. Table 1: Proiect Schedule Update (Estimated Project Milestone/Phase Start Date Anticipated Completion 95% Design In -process Summer 2025 Final Design Summer 2025 Fall 2026 Environmental Mitigation (RES) In Process Summer 2026 Environmental Permitting Summer 2025 TBD Right of Way Summer 2025 Spring 2027 Construction TBD—Funding Dependent TBD ContractAmendment As part of the design review of the Project plans, Alameda CTC, Dublin, and BKF presented the project to the Alameda County BPAC in spring 2023. Through this process it was determined that revisions to the design were needed to address BPAC's comments and ensure the project's consistency with the 2022 Alameda County Bike Network guidelines. Additionally, Staff worked with the property owners in the Fallon East Economic Development Zone (EDZ) and recommended design revisions to accommodate access points and turn lanes on Dublin Boulevard to better coordinate with the development plans for those properties. The revisions to the design were extensive and required close collaboration with the Alameda County BPAC and Alameda CTC, and ultimately necessitated a contract amendment with BKF to address the modifications and revise the Plans, Specifications, and Estimates (PS&E) package for the project. On September 26, 2024, Alameda CTC approved the amendment to BKF's contract for an Page 2 of 5 497 additional $1.3 million (for a total not -to -exceed amount of $7.3 million), and a 15-month time extension to December 31, 2026. Environmental Mitigation Prior to the project moving into the construction phase, permits are needed from environmental resource agencies due to the project's direct and indirect impacts on the environment. To receive permits, the project must mitigate these impacts. On February 7, 2023, the City Council approved an agreement with RES Environmental Operating Company, LLC for environmental mitigation services for the project (Resolution No. 09-23). The environmental mitigation task is in process but awaiting completion of the 95% design plans before submitting the mitigation package to the resource agencies. Project Costs The preliminary engineering level cost estimate for the entire project is currently $153.6 million, which includes right-of-way, environmental mitigation, and construction costs. Currently, this amount is anticipated to be divided among the cities of Dublin and Livermore based on the roadway length in each jurisdiction and the portion of the roadway in unincorporated Alameda County. It is expected that Dublin's share will be approximately $126.1 million, and Livermore's share will be approximately $27.5 million (this assumes that the last half mile of roadway remains County land). An updated cost estimate will be completed as part of the 95% PS&E. Project Funding and EDTIF Advance The City currently has identified approximately $76 million for the project, which comprises $63 million from the Eastern Dublin Traffic Impact Fee (EDTIF) program and the remainder in Tri- Valley Transportation Development Fee funds. At the March 21, 2023 meeting, the City Council approved a plan to advance the EDTIF funds using internal funding sources. Under this plan, Staff established an Assigned Reserve in the General Fund, which serves as a cash flow advance from the General Fund to the EDTIF program. The General Fund will be reimbursed by the fee program as development occurs and fees are collected. The Assigned Reserve for the Dublin Boulevard Extension Advance has a current balance of $59.5 million with the remaining $3.5 million to be designated at the year end. Staff will continue to evaluate federal, state, and local grant opportunities, and work with ACTC to identify funding sources for Dublin's share of unfunded project costs. Fallon East EDZ Property Owners There are five property owners in the Fallon East EDZ with parcels adjacent to or south of the planned Dublin Boulevard extension. Staff continues to hold quarterly meetings with this group to provide updates on various topics, including changes to the project schedule, mitigation efforts for the roadway, the Valley Link project, and the status on development agreements. These meetings also serve as a forum to address any other topics raised for discussion. Staff most recently met with the group on December 12, 2024 to provide an update on the contract amendment with BKF and on Valley Link's Notice of Availability of the Environmental Assessment that was released to the public for comment. Ballot Measure II Update Page 3 of 5 498 The City Council placed the Dublin Traffic Relief, Clean Air/Open Space Preservation Measure (Measure II) on the November 5, 2024 ballot. Measure II was approved by the voters and the election was certified by the City Council on December 17, 2024. The Measure amended the General Plan in a manner that would allow future approval by the City Council for limited commercial development of 80 acres of property east of the city limits along the Dublin Boulevard extension. A number of things would need to occur for the City to allow development of this area which is currently outside the City limits. This includes the City Council directing Staff to work with the Local Agency Formation Commission (LAFCO) to annex this land into the City of Dublin and prepare corresponding amendments to the General Plan and related zoning for this area. Staff would also communicate openly and work closely with the City of Livermore during that process, as it has during the project design phase. It should be noted that should the land currently in unincorporated Alameda County be annexed into Dublin, the cost to construct the road extension would be entirely borne by Dublin. Limited commercial development along the last half mile of the extension contemplated with Measure II could provide an opportunity to offset certain costs associated with that portion of the road, including acquisition of right-of-way and mitigation lands. It could also generate a sustainable revenue source for ongoing road maintenance, create opportunities for new uses and services in the community, and bring new jobs to Dublin. The City Council will discuss at a future meeting the implications of annexation. In the meantime, design of the roadway remains Staff's primary focus. The City Council will receive another update when the 95% plans and updated cost estimate have been completed. City Council Approval Needed Tonight The Dublin Boulevard Extension Project is a transformative and highly complex infrastructure undertaking that has been in the planning stages for decades and involves multiple jurisdictions, agencies, and funding sources. Staff has worked diligently to advance the project, as evidenced by the coordination with ACTC, the City of Livermore, and various stakeholders. However, the sheer scale and complexity of the project necessitates project management services to ensure its timely and successful delivery. A dedicated consultant with expertise in managing multi -jurisdictional infrastructure projects will complement staff efforts by focusing exclusively on coordination, schedule adherence, and issue resolution. Staff is seeking City Council approval to engage Gray-Bowens-Scott (GBS) for this work. This firm currently has staff members with extensive experience, technical expertise, and a proven track record in delivering projects of this scale. Additionally, bringing on a consultant to help assist the City with project management will enable Staff to focus on critical decision -making and broader strategic objectives. The proposed agreement is for a not to exceed amount of $250,000 through June 30, 2028 for services based on time and materials. The scope of work includes project management and environmental mitigation coordination for the Project. Additional tasks that are on an as -needed basis include transportation planning/coordination, preparation of grant applications, Page 4 of 5 499 development of a full funding plan, and assisting the City with potential annexation in the future, including LAFCO coordination and district formation, should that be the direction the City pursues. A Resolution approving the agreement with Gray -Bowen -Scott is included as Attachment 1. STRATEGIC PLAN INITIATIVE: Strategy 1: Economic Development, Small Business Support, and Downtown Dublin Objective C: Continue supporting the Fallon -East Economic Development Zone and associated agreements that effectuate the construction of the Dublin Boulevard extension. Strategy 4. Inclusive and Effective Government Objective A: Set reserves aside for major infrastructure investments which are key to the City's economic future. Strategy 5: Long -Term Infrastructure and Sustainability Investments Objective B: Focus on major street improvements to assist in improving safety and traffic movement, including Village Parkway, Tassajara Road, and the Dublin Boulevard extension. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted, and a copy of this Staff Report was shared with the Fallon East property owners. ATTACHMENTS: 1) Resolution Approving an Agreement Between the City of Dublin and Gray -Bowen -Scott for Project Management Services 2) Exhibit A to the Resolution - Consulting Services Agreement Between the City of Dublin and Gray -Bowen -Scott for Project Management Services 3) Budget Change Page 5 of 5 500 Attachment I RESOLUTION NO. XX — 25 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING AN AGREEMENT BETWEEN THE CITY OF DUBLIN AND GRAY-BOWEN-SCOTT FOR PROJECT MANAGEMENT SERVICES WHEREAS, the Dublin Boulevard Extension Project (Project), which extends Dublin Boulevard from its current terminus at the intersection with Fallon Road, to the intersection of North Canyons Parkway and Doolan Road in Livermore, has been planned since 1984; and WHEREAS, the new 1.5-mile extension will provide connections between Dublin and Livermore and enhance regional vehicular connectivity by extending the existing reliever route of Dublin Boulevard along the north side of 1-580; and WHEREAS, the Project is a transformative and highly complex infrastructure undertaking that has been in the planning stages for decades and involves multiple jurisdictions, agencies, and funding sources; and WHEREAS, the City desires to enter into an Agreement with Gray -Bowen -Scott for a not - to -exceed amount of $250,000 for project management services beginning January 14, 2025 through June 30, 2028; and WHEREAS, the City's Municipal Code Section 2.36.100 (4) provides an exception to competitive bidding, "When a contract or purchase involves goods of a technical nature, where it would be difficult for a vendor to bid on a standard set of specifications, and the Purchasing Agent undertakes a thorough review of known products and a comparison of features which would most closely meet the city's needs at the lowest cost;" and WHEREAS, the City has deemed Gray -Bowen -Scott a sole -source vendor as the project management services needed for the Dublin Boulevard Extension Project are highly complex and technical in nature and requires expertise in managing multi -jurisdictional infrastructure projects. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby approve the consulting services agreement with Gray -Bowen -Scott, attached hereto as Exhibit A. BE IT FURTHER RESOLVED that the City Manager is authorized to execute the Agreement and make any necessary, non -substantive changes to carry out the intent of this Resolution. {Signatures on the follow page} Reso. No. XX-25, Item X.X, Adopted 1/14/2025 Page 1 of 2 501 PASSED, APPROVED AND ADOPTED this 14th day of January 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-25, Item X.X, Adopted XX/XX/2025 Page 2 of 2 502 Attachment 2 Exhibit A to Resolution CONSULTING SERVICES AGREEMENT BETWEEN THE CITY OF DUBLIN AND GRAY-BOWEN-SCOTT FOR PROJECT MANAGEMENT SERVICES THIS AGREEMENT for consulting services is made by and between the City of Dublin ("City") and Gray -Bowen -Scott ("Consultant") (together sometimes referred to as the "Parties") as of January 14, 2025 (the "Effective Date"). Section 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Work attached as Exhibit A at the time and place and in the manner specified therein. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, the Agreement shall prevail. 1.1 Term of Services. The term of this Agreement shall begin on the Effective Date and shall end on June 30, 2028, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 8. The time provided to Consultant to complete the services required by this Agreement shall not affect the City's right to terminate the Agreement, as referenced in Section 8. Notwithstanding the foregoing this Agreement may be extended on a month to month basis for up to 6 months upon the written consent of the Consultant and the City Manager, provided that: a) sufficient funds have been appropriated for such purchase, b) the price charged by the Consultant for the provision of the serves described in Exhibit A does not increase. None of the foregoing shall affect the City's right to terminate the Agreement as provided for in Section 8. 1.2 Standard of Performance. Consultant shall perform all services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged. 1.3 Assignment of Personnel. Consultant shall assign only competent personnel to perform services pursuant to this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons. 1.4 Time. Consultant shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary to meet the standard of performance provided in Subsection 1.2 above and to satisfy Consultant's obligations hereunder. Section 2. COMPENSATION. City hereby agrees to pay Consultant a sum not to exceed $250,000, notwithstanding any contrary indications that may be contained in Consultant's proposal, for services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict regarding the amount of compensation between this Agreement and Consultant's proposal, the Agreement shall prevail. City shall pay Consultant for services rendered pursuant to this Agreement at the time and in the manner Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 1 of 15 503 set forth herein. The payments specified below shall be the only payments from City to Consultant for services rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein. Except as specifically authorized by City in writing, Consultant shall not bill City for duplicate services performed by more than one person. Consultant and City acknowledge and agree that compensation paid by City to Consultant under this Agreement is based upon Consultant's estimated costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Consultant. Consequently, the Parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Consultant and its employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions beyond compensation required under this Agreement. 2.1 Invoices. Consultant shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed and reimbursable costs incurred prior to the invoice date. No individual performing work under this Agreement shall bill more than 2,000 hours in a fiscal year unless approved, in writing, by the City Manager or his/her designee. Invoices shall contain the following information: ■ Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.; ■ The beginning and ending dates of the billing period; ■ A Task Summary containing the original contract amount, the amount of prior billings, the total due this period, the balance available under the Agreement, and the percentage of completion; ■ A copy of the applicable time entries or time sheets shall be submitted showing the following: o Daily logs of total hours worked by each individual performing work under this Agreement; o Hours must be logged in increments of tenths of an hour or quarter hour; o If this Agreement covers multiple projects, all hours must also be logged by project assignment; and o A brief description of the work, and each reimbursable expense. ■ The total number of hours of work performed under the Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing services hereunder; ■ The Consultant's signature; ■ Consultant shall give separate notice to the City when the total number of hours worked by Consultant and any individual employee, agent, or subcontractor of Consultant reaches or exceeds 800 hours within a 12-month period under this Agreement and any other agreement between Consultant and City. Such notice shall include an estimate of the time necessary to complete work described in Exhibit A and Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 2 of 15 504 the estimate of time necessary to complete work under any other agreement between Consultant and City, if applicable. 2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have 30 days from the receipt of an invoice that complies with all of the requirements above to pay Consultant. 2.3 Final Payment. City shall pay the total sum due pursuant to this Agreement within 60 days after completion of the services and submittal to City of a final invoice, if all services required have been satisfactorily performed. 2.4 Total Payment. City shall pay for the services to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement. In no event shall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above, either for a task or for the entire Agreement, unless the Agreement is modified prior to the submission of such an invoice by a properly executed change order or amendment. 2.5 Hourly Fees. Fees for work performed by Consultant on an hourly basis shall not exceed the amounts shown on the compensation schedule attached hereto as Exhibit A. 2.6 Reimbursable Expenses. Reimbursable expenses are specified in Exhibit A. Expenses not listed in Exhibit A are not chargeable to City. Reimbursable expenses are included in the total amount of compensation provided under this Agreement that shall not be exceeded. 2.7 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes. 2.8 Payment upon Termination. In the event that the City or Consultant terminates this Agreement pursuant to Section 8, the City shall compensate the Consultant for all outstanding costs and reimbursable expenses incurred for work satisfactorily completed as of the date of written notice of termination. Consultant shall maintain adequate logs and timesheets to verify costs incurred to that date. 2.9 Authorization to Perform Services. The Consultant is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator. Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Consultant shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 3 of 15 505 required by this Agreement. City shall make available to Consultant only the facilities and equipment listed in this section, and only under the terms and conditions set forth herein. City shall furnish physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant's use while consulting with City employees and reviewing records and the information in possession of the City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be obligated to furnish any facility that may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities. Section 4. INSURANCE REQUIREMENTS. Before fully executing this Agreement, Consultant, at its own cost and expense, unless otherwise specified below, shall procure the types and amounts of insurance listed below against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Consultant and its agents, representatives, employees, and subcontractors. Consistent with the following provisions, Consultant shall provide proof satisfactory to City of such insurance that meets the requirements of this section and under forms of insurance satisfactory in all respects, and that such insurance is in effect prior to beginning work. Consultant shall maintain the insurance policies required by this section throughout the term of this Agreement. The cost of such insurance shall be included in the Consultant's bid or proposal. Consultant shall not allow any subcontractor to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence to City that such insurance is in effect. VERIFICATION OF THE REQUIRED INSURANCE SHALL BE SUBMITTED AND MADE PART OF THIS AGREEMENT PRIOR TO EXECUTION. Consultant shall maintain all required insurance listed herein for the duration of this Agreement. 4.1 Workers' Compensation. 4.1.1 General Requirements. Consultant shall, at its sole cost and expense, maintain Statutory Workers' Compensation Insurance and Employer's Liability Insurance for any and all persons employed directly or indirectly by Consultant. The Statutory Workers' Compensation Insurance and Employer's Liability Insurance shall be provided with limits of not less than $1,000,000 per accident. In the alternative, Consultant may rely on a self-insurance program to meet these requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the California Labor Code shall be solely in the discretion of the Contract Administrator. The Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of the entity for all work performed by the Consultant, its employees, agents, and subcontractors. 4.1.2 Submittal Requirements. To comply with Subsection 4.1, Consultant shall submit the following: Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 4 of 15 506 a. Certificate of Liability Insurance in the amounts specified in the section; and b. Waiver of Subrogation Endorsement as required by the section. 4.2 Commercial General and Automobile Liability Insurance. 4.2.1 General Requirements. Consultant, at its own cost and expense, shall maintain commercial general liability insurance for the term of this Agreement in an amount not less than $1,000,000 and automobile liability insurance for the term of this Agreement in an amount not less than $1,000,000 per occurrence, combined single limit coverage for risks associated with the work contemplated by this Agreement. If a Commercial General Liability Insurance or an Automobile Liability form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement, including without limitation, blanket contractual liability and the use of owned and non -owned automobiles. 4.2.2 Minimum Scope of Coverage. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001 (most recent edition) covering comprehensive General Liability on an "occurrence" basis. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001, Code 1 (any auto). No endorsement shall be attached limiting the coverage. 4.2.3 Additional Requirements. Each of the following shall be included in the insurance coverage or added as a certified endorsement to the policy: a. The Insurance shall cover on an occurrence or an accident basis, and not on a claims -made basis. b. City, its officers, officials, employees, and volunteers are to be covered as additional insureds as respects: liability arising out of work or operations performed by or on behalf of the Consultant; or automobiles owned, leased, hired, or borrowed by the Consultant. c. Consultant hereby agrees to waive subrogation which any insurer or contractor may require from vendor by virtue of the payment of any loss. Consultant agrees to obtain any endorsements that may be necessary to effect this waiver of subrogation. Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 5 of 15 507 d. For any claims related to this Agreement or the work hereunder, the Consultant's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Consultant's insurance and shall not contribute with it. 4.2.4 Submittal Requirements. To comply with Subsection 4.2, Consultant shall submit the following: a. Certificate of Liability Insurance in the amounts specified in the section; b. Additional Insured Endorsement as required by the section; c. Waiver of Subrogation Endorsement as required by the section; and d. Primary Insurance Endorsement as required by the section. 4.3 Professional Liability Insurance. 4.3.1 General Requirements. Consultant, at its own cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing work pursuant to this Agreement in an amount not less than $2,000,000 covering the licensed professionals' errors and omissions. Any deductible or self -insured retention shall not exceed $150,000 per claim. 4.3.2 Claims -Made Limitations. The following provisions shall apply if the professional liability coverage is written on a claims -made form: a. The retroactive date of the policy must be shown and must be before the date of the Agreement. b. Insurance must be maintained and evidence of insurance must be provided for at least 3 years after completion of the Agreement or the work, so long as commercially available at reasonable rates. c. If coverage is canceled or not renewed and it is not replaced with another claims -made policy form with a retroactive date that precedes the date of this Agreement, Consultant shall purchase an extended period coverage for a minimum of 3 years after completion of work under this Agreement. d. A copy of the claim reporting requirements must be submitted to the City for review prior to the commencement of any work under this Agreement. Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 6 of 15 508 4.3.3 Submittal Requirements. To comply with Subsection 4.3, Consultant shall submit the Certificate of Liability Insurance in the amounts specified in the section. 4.4 All Policies Requirements. 4.4.1 Acceptability of Insurers. All insurance required by this section is to be placed with insurers with a Bests' rating of no less than A:VII. 4.4.2 Verification of Coverage. Prior to beginning any work under this Agreement, Consultant shall furnish City with complete copies of all Certificates of Liability Insurance delivered to Consultant by the insurer, including complete copies of all endorsements attached to the policies. All copies of Certificates of Liability Insurance and certified endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf. If the City does not receive the required insurance documents prior to the Consultant beginning work, it shall not waive the Consultant's obligation to provide them. The City reserves the right to require complete copies of all required insurance policies at any time. 4.4.3 Deductibles and Self -Insured Retentions. Consultant shall disclose to and obtain the written approval of City for the self -insured retentions and deductibles before beginning any of the services or work called for by any term of this Agreement. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self -insured retentions as respects the City, its officers, employees, and volunteers; or the Consultant shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses. 4.4.4 Wasting Policies. No policy required by this Section 4 shall include a "wasting" policy limit (i.e. limit that is eroded by the cost of defense). 4.4.5 Endorsement Requirements. Each insurance policy required by Section 4 shall be endorsed to state that coverage shall not be canceled by either party, except after 30 days' prior written notice has been provided to the City. 4.4.6 Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 4.5 Remedies. In addition to any other remedies City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Consultant's breach: Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 7 of 15 509 ■ Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement; ■ Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both stop work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or ■ Terminate this Agreement. Section 5. INDEMNIFICATION AND CONSULTANT'S RESPONSIBILITIES. Consultant shall, to the extent permitted by law, including without limitation California Civil Code 2782 and 2782.8, indemnify, hold harmless and assume the defense of, in any actions at law or in equity, the City, its employees, agents, volunteers, and elective and appointive boards, from all claims, losses, and damages, including property damage, personal injury, death, and liability of every kind, nature and description, arising out of, pertaining to or related to the negligence, recklessness or willful misconduct of Consultant or any person directly or indirectly employed by, or acting as agent for, Consultant, during and after completion of Consultant's work under this Agreement. With respect to those claims arising from a professional error or omission, Consultant shall defend, indemnify and hold harmless the City (including its elected officials, officers, employees, and volunteers) from all claims, losses, and damages arising from the professionally negligent acts, errors or omissions of Consultant, however, the cost to defend charged to Consultant shall not exceed Consultant's proportionate percentage fault. Consultant's obligation under this section does not extend to that portion of a claim caused in whole or in part by the sole negligence or willful misconduct of the City. Consultant shall also indemnify, defend and hold harmless the City from all suits or claims for infringement of any patent rights, copyrights, trade secrets, trade names, trademarks, service marks, or any other proprietary rights of any person or persons because of the City or any of its officers, employees, volunteers, or agents use of articles, products things, or services supplied in the performance of Consultant's services under this Agreement, however, the cost to defend charged to Consultant shall not exceed Consultant's proportionate percentage fault. Consultant shall indemnify, defend with counsel acceptable to City, and hold harmless City and its officers, elected officials, employees, agents and volunteers from and against any and all liability, loss, damage, claims, expenses, and costs (including without limitation, attorney's fees and costs and fees of litigation) (collectively, "Liability") of every nature arising out of or in connection with Consultant's performance of the services called for or its failure to comply with any of its obligations contained in this Agreement, except such Liability caused by the sole negligence or willful misconduct of City. Notwithstanding the forgoing, to the extent this Agreement is a "construction contract" as defined by California Civil Code Section 2782, as may be amended from time to time, such duties of Consultant to indemnify shall not apply when to do so would be prohibited by California Civil Code Section 2782. Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 8 of 15 510 The Consultant's obligation to defend and indemnify shall not be excused because of the Consultant's inability to evaluate Liability or because the Consultant evaluates Liability and determines that the Consultant is not liable to the claimant. The Consultant must respond within 30 days to the tender of any claim for defense and indemnity by the City. If the Consultant fails to accept or reject a tender of defense and indemnity within 30 days, in addition to any other remedy authorized by law, so much of the money due the Consultant under and by virtue of this Agreement as shall reasonably be considered necessary by the City, may be retained by the City until disposition has been made of the claim or suit for damages, or until the Consultant accepts or rejects the tender of defense, whichever occurs first. Section 6. STATUS OF CONSULTANT. 6.1 Independent Contractor. At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. This Agreement shall not be construed as an agreement for employment. City shall have the right to control Consultant only insofar as the results of Consultant's services rendered pursuant to this Agreement and assignment of personnel pursuant to Subsection 1.3; however, otherwise City shall not have the right to control the means by which Consultant accomplishes services rendered pursuant to this Agreement. Consultant further acknowledges that Consultant performs Services outside the usual course of the City's business; and is customarily engaged in an independently established trade, occupation, or business of the same nature as the Consultant performs for the City and has the option to perform such work for other entities. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (PERS) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits. 6.2 Consultant Not an Agent. Except as City may specify in writing, Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever. Section 7. LEGAL REQUIREMENTS. 7.1 Governing Law. The laws of the State of California shall govern this Agreement. 7.2 Compliance with Applicable Laws. Consultant and any subcontractors shall comply with all laws and regulations applicable to the performance of the work hereunder, including but not limited to, the California Building Code, the Americans with Disabilities Act, and any copyright, patent or trademark law. Consultant's failure to comply with any law(s) or regulation(s) applicable to the performance of the work hereunder shall constitute a breach of contract. Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 9 of 15 511 7.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Consultant and any subcontractors shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program. 7.4 Licenses and Permits. Consultant represents and warrants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Consultant represents and warrants to City that Consultant and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain during the term of this Agreement valid Business Licenses from City. 7.5 Nondiscrimination and Equal Opportunity. Consultant shall not discriminate, on the basis of a person's race, sex, gender, religion (including religious dress and grooming practices), national origin, ancestry, physical or mental disability, medical condition (including cancer and genetic characteristics), marital status, age, sexual orientation, color, creed, pregnancy, genetic information, gender identity or expression, political affiliation or belief, military/veteran status, or any other classification protected by applicable local, state, or federal laws (each a "Protected Characteristic"), against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Consultant under this Agreement. Consultant shall include the provisions of this Subsection in any subcontract approved by the Contract Administrator or this Agreement. Section 8. TERMINATION AND MODIFICATION. 8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant. Consultant may cancel this Agreement upon 30 days' written notice to City and shall include in such notice the reasons for cancellation. In the event of termination, Consultant shall be entitled to compensation for services performed to the effective date of termination; City, however, may condition payment of such compensation upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or the City in connection with this Agreement. 8.2 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. Any such extension shall require a written amendment to this Agreement, as provided for herein. Consultant understands and agrees that, if City grants such an extension, City shall have no obligation to provide Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 10 of 15 512 Consultant with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period. 8.3 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties. 8.4 Assignment and Subcontracting. City and Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant's unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Consultant. Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator. 8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the termination of this Agreement. 8.6 Options upon Breach by Consultant. If Consultant materially breaches any of the terms of this Agreement, City's remedies shall include, but are not limited to, the following: 8.6.1 Immediately terminate the Agreement; 8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement; 8.6.3 Retain a different consultant to complete the work described in Exhibit A not finished by Consultant; or 8.6.4 Charge Consultant the difference between the cost to complete the work described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Consultant pursuant to Section 2 if Consultant had completed the work. Section 9. KEEPING AND STATUS OF RECORDS. 9.1 Records Created as Part of Consultant's Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of the City. Consultant hereby agrees to deliver those documents to the City upon termination of the Agreement. It is understood and Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 11 of 15 513 agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the City and are not necessarily suitable for any future or other use. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both Parties. 9.2 Consultant's Books and Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of 3 years, or for any longer period required by law, from the date of final payment to the Consultant to this Agreement. 9.3 Inspection and Audit of Records. Any records or documents that Subsection 9.2 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds $10,000.00, the Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of the City, for a period of 3 years after final payment under the Agreement. Section 10. MISCELLANEOUS PROVISIONS. 10.1 Attorneys' Fees. If a party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees in addition to any other relief to which that party may be entitled. The court may set such fees in the same action or in a separate action brought for that purpose. 10.2 Venue. In the event that either party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Alameda or in the United States District Court for the Northern District of California. 10.3 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement. 10.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement. 10.5 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties. Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 12 of 15 514 10.6 Use of Recycled Products. Consultant shall prepare and submit all reports, written studies and other printed material on recycled paper to the extent it is available at equal or less cost than virgin paper. 10.7 Conflict of Interest. Consultant may serve other clients, but none whose activities within the corporate limits of City or whose business, regardless of location, would place Consultant in a "conflict of interest," as that term is defined in the Political Reform Act, codified at California Government Code Section 81000 et seq. Consultant shall not employ any City official in the work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement that would violate California Government Code Section 1090 et seq. Consultant hereby warrants that it is not now, nor has it been in the previous 12 months, an employee, agent, appointee, or official of the City. If Consultant was an employee, agent, appointee, or official of the City in the previous 12 months, Consultant warrants that it did not participate in any manner in the forming of this Agreement. Consultant understands that, if this Agreement is made in violation of California Government Code Section 1090 et seq., the entire Agreement is void and Consultant will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Consultant will be required to reimburse the City for any sums paid to the Consultant. Consultant understands that, in addition to the foregoing, it may be subject to criminal prosecution for a violation of California Government Code Section 1090 et seq., and, if applicable, will be disqualified from holding public office in the State of California. At City's sole discretion, Consultant may be required to file with the City a Form 700 to identify and document Consultant's economic interests, as defined and regulated by the California Fair Political Practices Commission. If Consultant is required to file a Form 700, Consultant is hereby advised to contact the Dublin City Clerk for the Form 700 and directions on how to prepare it. 10.8 Solicitation. Consultant agrees not to solicit business at any meeting, focus group, or interview related to this Agreement, either orally or through any written materials. 10.9 Contract Administration. This Agreement shall be administered by the City Manager ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee. 10.10 Notices. Any written notice to Consultant shall be sent to: Gray -Bowen -Scott Attn: Matthew Todd, Principal Project Manager 1320 Mount Diablo Blvd., Suite 206 Walnut Creek, CA 94596 Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 13 of 15 515 Any written notice to City shall be sent to: City of Dublin Att: City Manager's Office 100 Civic Plaza Dublin, CA 94568 10.11 Integration. This Agreement, including the scope of work attached hereto and incorporated herein as Exhibit A represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. Exhibit A Scope of Services & Compensation Schedule/Reimbursable Expenses 10.12 Counterparts and Electronic Signatures. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement. Counterparts delivered and/or signatures executed by City -approved electronic or digital means shall have the same force and effect as the use of a manual signature. Both Parties desire this Agreement to be electronically signed in accordance with applicable federal and California law. Either Party may revoke its agreement to use electronic signatures at any time by giving notice to the other Party. 10.13 Certification per Iran Contracting Act of 2010. In the event that this contract is for one million dollars ($1,000,000.00) or more, by Consultant's signature below Consultant certifies that Consultant, and any parent entities, subsidiaries, successors or subunits of Consultant are not identified on a list created pursuant to subdivision (b) of Section 2203 of the California Public Contract Code as a person engaging in investment activities in Iran as described in subdivision (a) of Section 2202.5, or as a person described in subdivision (b) of Section 2202.5 of the California Public Contract Code, as applicable. SIGNATURES ON FOLLOWING PAGE Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/14/2025 Page 14 of 15 516 The Parties have executed this Agreement as of the Effective Date. The persons whose signatures appear below certify that they are authorized to sign on behalf of the respective Party. CITY OF DUBLIN GRAY-BOWEN-SCOTT Colleen Tribby, City Manager Attest: Marsha Moore, City Clerk Approved as to Form: City Attorney Signed by: M.aHLw 14,11d. —� F3481 CA513EB4CE... Matthew Todd, Principal Project Manager 1000063593 Consultant's DIR Registration Number (if applicable) Consulting Services Agreement between City of Dublin and Gray -Bowen -Scott for Project Management Services 01/15/2025 Page 15 of 15 517 EXHIBIT A SCOPE OF SERVICES COMPENSATION SCHEDULE & REIMBURSABLE EXPENSES Scope of Work The City of Dublin has requested professional project management services from Gray -Bowen -Scott (GBS) for the Dublin Boulevard Extension Project (Project). GBS services are expected to be on a time and material basis for the below tasks with optional tasks requested on an as -needed basis. The key personnel will be Matt Todd, Gary Huisingh, and Obaid Khan, but depending on the type of work requested, additional GBS staff resources may be added. The following provides the scope of services discussed at the December 9, 2024, meeting. Additional project elements may be added if mutually agreed upon by both parties. The cost for these services shall not exceed $250,000. Project Management/Developer & Staff Coordination Task 1— Project Management for the Dublin Blvd. Extension Project (Project) • Assist the City in managing the Project, including but not limited to Project scope, cost, and schedule; engineering studies; project planning; coordinating with agencies, developers/property owners, utilities, grantors, or other project stakeholders; and Project design work conducted by BKF and Alameda County Transportation Commission to complete 95% and 100% levels, including cost estimates, as required by the City. • Coordinate with local jurisdictions (the City of Pleasanton, the City of Livermore, Alameda County, etc.) and partner agencies (LAVTA, Valley Link Rail, etc.) on the successful implementation of planned improvements. • Correspond directly with developers and their design teams. Attend meetings with applicants and Staff and conduct various other duties to coordinate Project reviews with City staff efficiently. • Assist with ensuring timely processing and approval of Project permits from local and regional agencies. Assist with coordinating any review and approval process with outside agencies such as Dublin San Ramon Services District, Zone 7, the City of Livermore, and Alameda County. This work may also include serving as a reviewer for a wide variety of land development, subdivision, encroachment permits, resource agency permits and building permit applications relative to the Project. Task 2 — Environmental Mitigation Coordination for the Project • Support the City in planning and implementing environmental mitigation for the Project. This will include negotiations and coordination with property owners and future developers for land development along Dublin Boulevard. • Assist with the management of the environmental consultant and implement the environmental mitigation measures in the Project's design as required by regulatory agencies or mitigation bank requirements. • Prepare applications for and assist the City in obtaining the necessary permits and approvals from appropriate resource agencies. Work effectively through the City's mitigation consultant RES Environmental Operating Company, LLC (RES) and others. • Work with RES and others to implement a cost-effective mitigation plan that fits within the requirements of the resource agencies. • Coordinate all possible joint mitigation resources with the Project and planned development while ensuring the protection of City interests and benefits. 518 • Assist with the management of RES and others for the Incidental Take Permit (ITP) if they manage Section 401/404 Army Corps and Section 1602 Fish & Game permits with the resource agencies. ADDITIONAL TASKS AS NEEDED Additional work may be required depending on the remaining steps of the project development/project approval process. GBS, when authorized by the City, shall perform additional tasks below as needed and are not specifically identified above. Examples could include, but are not limited to, transportation planning/coordination, grant preparation and development of a funding plan, assistance in property annexation and LAFCO coordination. Additional Task- Transportation Planning/Coordination • Review and comment on traffic impact studies and conditions of approval of developers and coordinate with City traffic engineers as required. • Review traffic operations analyses conducted in Synchro, SimTraffic, VISSIM, etc. software. • Review the Citywide Travel Demand Model for consistency with the General Plan land uses and street network and recommend updates as required. • Review the Transportation section of the EIR to verify the ability to phase or segment the Project. • Provide bicycle and pedestrian planning/design assistance in coordination with bicycle and pedestrian advocates. • Coordinate with LAVTA for the Bus Rapid Transit (BRT) rerouting to Dublin Boulevard from 1-580 between Fallon Road and Livermore. Additional Task — Prepare Grant Application and Develop a Full Funding Plan • Assist the City in identifying appropriate grant funding resources and preparing and/or reviewing grant applications, as needed. • Work with funding agencies such as Alameda County Transportation Commission or Metropolitan Transportation Commission to seek funding and secure grant allocation. • Track Project funding, including grant funding. Prepare and manage Project funding obligation and allocation for local and federal funds. • Work in partnership with transportation agencies (i.e., Caltrans, MTC, Alameda CTC) to meet the requirements for the obligation of any local or federal funds programmed to the Project. Additional Task — Assist the City in Crosby Property Annexation, LAFCO Coordination, and District Formation • Assist the City in acquiring the necessary approvals from LAFCO to allow annexation of the Crosby property into the City of Dublin. • Coordinate with the property owner(s) and consultants specific to annexation to the city. • Coordinate with agencies in processing and approvals of agreements and approvals of Project documents. • Work with Public Works and the Planning Department for any necessary General Plan amendments and rezoning. • Coordinate with the City on possible district formation for funding and maintenance of improvements, such as a Business Improvement District (BID) or Community Services District (CSD). 519 FEE SCHEDULE Effective January 1, 2025 Staff Billing Rate Billing Rate Range Low High Industry Advisor $425.00 $550.00 Gary Huisingh $425.00 Brad McCrae $455.00 Norma Ortega $483.00 Leo Scott $495.00 Principal Project/Program Manager $370.00 $500.00 Terry Bowen $473.00 Carl Haack $445.00 Matt Todd $410.00 Senior Project/Program Manager $280.00 $380.00 Roni Hattrup $340.00 Erin Heltne $300.00 Obaid Khan $367.00 Sheena Patel $340.00 Keith Robinson $367.00 Brian Stewart $360.00 Project/Program Manager $240.00 $310.00 Karen Boggs $227.00 Kevin Byrd $280.00 Chris Doerksen $280.00 Aron Zerezghi $280.00 Associate Project/Program Manager $175.00 $250.00 Grace Doi $200.00 Margaret Strubel $193.00 Project Specialist $230.00 $315.00 Project Analyst $140.00 $200.00 Debby Chernila $164.00 Tiffany Gephart $149.00 Debi Lawrence $164.00 Ericka Leiva $164.00 Janet McCue $149.00 Naomi Salvador $180.00 Anita Smith $180.00 Project Administrator $115.00 $160.00 Administrative Assistant $80.00 $135.00 Intern $55.00 $85.00 Rates are subject to an annual escalation rate of up to 3% every January 1. Expenses (mileage, parking, tolls, printing, travel, conference calls, postage, express mail, delivery, authorized entertainment, etc.) will be billed at cost. Mileage will be billed at the standard IRS rate. Gray•Bowen•Scott reserves the right, in its discretion, to sub -contract portions of its projects to other qualified professionals. All costs and fees for any sub -contracted services will be billed at cost plus 10%. 520 Attachment 3 From Un-Appropriated Reserves CITY OF DUBLIN FISCAL YEAR 2024-25 BUDGET CHANGE FORM Budget Change Reference #: City Council's Approval Required From Designated Reserves DECREASE BUDGET AMOUNT Account x Amount Budget Transfer Between Funds Other INCREASE BUDGET AMOUNT Account Amount Dublin Blvd Ext. Project. Contract Services. ST0216.9200.9201 Dublin Blvd Ext. Project . General Fund ST0216.1101 $250,000 $250,000 REASON FOR BUDGET CHANGE The $250,000 in additional contract costs will require a budget change. The increase in costs will be funded by the General Fund Dublin Boulevard Extension Advance Reserve. As Presented at the City Council Meeting 1/14/2025 **********Finance Use Only********** Posted By: Date: 521 Update on the Dublin Boulevard Extension Project and Agreement with Gray - Bowen -Scott for Project Management Services January 14, 2025 DUBLIN CALIFORNIA 522 Background • Extends Dublin Boulevard from Dublin to Livermore • Planned since 1984 • Project Partners • May 2020 Cooperative Agreement 523 Project Status & Schedule Project Milestone/Phase Start Date Anticipated Completion 95% Design In -process Summer 2025 Final Design Summer 2025 Fall 2026 Environmental Mitigation (RES) In Process Summer 2026 Environmental Permitting Summer 2025 TBD Right of Way Summer 2025 Spring 2027 Construction TBD—Funding Dependent TBD Contract Amendment • Spring 2023 BPAC Meeting • Design revisions BPAC Latest Policies and Guidelines Access Points • September 2024 ContractAmendment Environmental Mitigation • Environmental Permits • February 2023- Agreement with RES • Mitigation Package Work in progress Complete 95% plans Project Costs • Preliminary Engineering Estimate $I53.6M • Cost Sharing —Dublin $126.IM —Livermore $27.5M • 95% Plans Cost Update 527 Project Funding • City funds $76M • EDTIF $63M • TVTD Fee • March 2023 City Council • Advance EDTIF funds • General Fund Reserve — Cash Flow Advance to EDTIF • Current Balance $59.5M • Future Grants Fallon East EDZ ]N11 114A!11 A113 Fallon East EDZ • Quarterly Property Owner Meetings - Five property owners - Schedule, mitigation efforts, right-of-way, development agreements — Last meeting December 12, 2024 Ballot Measure II Update • November 5, 2024 Ballot • Approved by voters • Certified by the Dublin City Council on December 17, 2024 • Measure amended the General Plan to allow future approval by the City Council for limited commercial development Ballot Measure II Update, 2 • Future potential annexation requires City Council direction and approval (not a part of tonight's action) • Collaboration with City of Livermore Project Management Services • DBE is a highly complex infrastructure project • Multiple jurisdictions, agencies, and funding sources • Project management services needed • Agreement with Gray -Bowen -Scott Project Management Services, 2 • More than 40 years in business • Specializing in transportation projects and working with regional agencies including mitigation efforts • Extensive experience collaborating with ACTC Project Management Services, 3 • GBS References — Union City Quarry Lakes Parkway project — State Route 92 / Clawiter-Whitesell Street Interchange project — San Mateo 101 Express Lanes —City of Hayward Recommendation • Receive the Report, adopt the Resolution Approving an Agreement with Gray -Bowen - Scott for Project Management Services, and approve the budget change r DUBLIN CALIFORNIA STAFF REPORT CITY COUNCIL Agenda Item 7.2 DATE: January 14, 2025 TO: Honorable Mayor and City Councilmembers FROM: Colleen Tribby, City Manager SU B.ECT: United States Army's 250th Birthday Celebration at Don Biddle Community Park in Collaboration with Camp Parks Prepared by: Lauren Marriott, Recreation Coordinator EXECUTIVE SUMMARY: The City Council will receive a report on an upcoming event at Don Biddle Community Park, planned in collaboration with Camp Parks, to celebrate the United States Army's 250th Birthday. STAFF RECOMMENDATION: Receive the report. FINANCIAL IMPACT: City costs are estimated at $50,000, which can be covered within the existing budget for Fiscal Year 2024-25. DESCRIPTION: The United States Army, one of America's oldest institutions, will celebrate its 250th Birthday on June 14, 2025. Over the last month, Staff has been collaborating with Parks Reserve Forces Training Area (Camp Parks) on an event to commemorate this milestone and recognize the significant role that Camp Parks has played in Dublin's history, as well as its ongoing partnership with the City. The event will honor the service and sacrifice of those who have served in the Army, celebrate its rich history and traditions, foster a sense of community and camaraderie, and encourage public engagement. The celebration will be held on Saturday, June 14 at Don Biddle Community Park from 10:00 a.m. to 3:00 p.m., and will be open and free to the public. The event will feature ceremonial and historical elements, including the presentation of colors, the cutting of cake, drill team exercises, displays of period -appropriate uniforms, and the presence of historical vehicles. The 191st Army Band will provide live entertainment throughout the day while fife and drum performers will Page 1 of 2 537 roam the park. Camp Parks will provide family -friendly activities such as a rock wall, marching demonstrations, and static displays. Additionally, carnival games, face painting, and bounce houses will be offered to bring fun and educational experiences for attendees of all ages. Informational booths will also be available through partnerships between Camp Parks and the Veterans of Foreign Wars (VFW), United States Automobile Association (USAA), and local military -friendly businesses. Food and beverage vendors will also be on site. The City will provide the event infrastructure, sound, advertising, and supplies, as summarized in the below table. Estimated Event Costs Object Description Amount Contract Services Event sound crew, potential DJ services, security $7,700 Rentals and Leases Electrical rentals, tenting, staging, golf carts $26,250 Operating Supplies Operational supplies, permits $6,500 Advertising Print, social media ads $2,500 Printing and Binding Event signage $3,385 Staffing Set-up, day -of, and clean-up staffing $3,665 Total $50,000 STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: The City Council Agenda was posted. ATTACHMENTS: None. Page 2 of 2 538 Army 250th Anniversary Celebration City Council Meeting — Item 7.2 January 14, 2025 II DUBLIN CALIFORNIA 539 Event Overview • Date: Saturday, June 14,2025 • Time: 10:00 a.m. to 4:00 p.m. • Location: Don Biddle Community Park Ceremonial Elements Historical Components VIA DUBLIN CALIFORNIA 542 Family Friendly Activities Live Entertainment Collaborative Efforts DUBLIN CALIFORNIA [ C 1 U.S.ARMY VM DUBLIN CALIFORNIA 545 Questions? VM DUBLIN CALIFORNIA 546