Attachment 7 - Adopted Planning Commission Resolutions — Foster City City Council, June 15, 2026

RESOLUTION NO. P-06-26 RESOLUTION OF THE PLANNING COMMISSION RECOMMENDING THE CITY COUNCIL APPROVE THE SECOND ADDENDUM AND MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) TO THE CHESS-HATCH MASTER PLAN ENVIRONMENTAL IMPACT REPORT (SCH #2008122065), AND ADDENDUM THERETO, FOR THE PROPOSED GILEAD CAMPUS EXPANSION MASTER PLAN PROJECT - UP TO 800,000 SQUARE FEET OF RESEARCH AND DEVELOPMENT (R&D) AND ANCILLARY USES, LOCATED IN THE CHESS DRIVE/HATCH DRIVE AREA (APNs: 094-010-500, 094-010-510, 094-010-100) – GILEAD SCIENCES, INC. – EA2025-0001 CITY OF FOSTER CITY PLANNING COMMISSION WHEREAS, on November 2, 2009, the City Council certified an Environmental Impact Report (EIR) for the Chess-Hatch Master Plan (“Approved Project”) and adopted a Mitigation Monitoring and Reporting Program (MMRP) through Resolution No. 2009-91 for the Project pursuant to the requirements of the California Environmental Quality Act (“CEQA”); and WHEREAS, in connection with the adopted Resolution No. 2009-91 certifying the EIR and adopting the MMRP, the City Council found there are significant unavoidable impacts related to Planning Policy (Impacts PLAN-1 and PLAN-2),Transportation and Circulation (TRANS-1 through TRANS-6), and Noise (NOI-1) impacts and a Statement of Overriding Consideration was adopted through Resolution No. 2009-93 on November 2, 2009; and WHEREAS, modifications to the Approved Project including changes to building height, massing, and on-site circulation were proposed in January 2011; and WHEREAS, the lead agency of Foster City (“City”) prepared an Addendum to the EIR to analyze the potential environmental impacts of the proposed changes to the Approved Project and the Initial Study/Addendum (First Addendum) was completed and adopted in 2013 by Resolution No. P-15-13; and WHEREAS, on February 14, 2025, Gilead Sciences, Inc. (“Applicant”) submitted a Preliminary Review (PR2025-0003) application for the currently proposed Gilead Campus Expansion project (“Project”) on the subject 11.87-acre property; and WHEREAS, on May 19, 2025, the City Council approved Task Order PLWS-2025-01 for Placeworks, Inc. to provide environmental review and documentation for the proposed Project; and WHEREAS, subsequently, the Applicant submitted applications for: (i) an Environmental Assessment (EA2025-0001) to evaluate the potential environmental impacts of the proposed project; (ii) a General Development Plan (GDP) Amendment (RZ2025-0005) to amend the Chess Hatch GDP to remove office as a primary use and allow up to 800,000 SF or biotechnology and Research and Development (R&D) use; (iii) a Use Permit (UP2025-0012) to allow the construction of Phase 1, including an approximately 175,000 SF R&D building with ancillary uses, and (iv) a Vesting Tentative Parcel Map Application relocating one (1) existing parcel line and documenting disposition of existing and created easements to facilitate the proposed project located at Chess Drive/Hatch Drive area; and WHEREAS, pursuant to the CEQA, the City prepared an Initial Study (“IS”) to analyze and disclose all potential environmental impacts associated with the Project; and WHEREAS, when a previously certified Environmental Impact Report (EIR) has been prepared, an addendum can be prepared to tier from the previous analysis if it meets CEQA Guidelines Section 15164; and [2]
WHEREAS, none of the conditions described in Public Resources Code Section 21166 or CEQA Guidelines Section 15162 calling for preparation of a subsequent environmental document have occurred; and WHEREAS, the IS is a project-level analysis and includes all applicable technical reports for the Project and based on this analysis, it was determined that the Project did not meet the conditions in Section 15162 of the CEQA Guidelines; and WHEREAS, for the above noted reasons, a Second Addendum to the Chess-Hatch Master Plan Environmental Impact Report (“Second Addendum”) was prepared; and WHEREAS, where appropriate, the Second Addendum evaluates new significance criteria using the environmental checklist questions in Appendix G of the 2025 CEQA Guidelines; and WHEREAS, full public involvement in the review of the Project has been ensured through duly noticed Planning Commission Study Sessions, public hearings and other means, including the following: On May 19, 2025, the City Council approved Task Order PLWS-2025-01 with Placeworks, Inc. to provide environmental review and documentation (Initial Study) for the Project. On June 16, 2025, a Gatekeeper Meeting was held at a City Council hearing to introduce the preliminary Project proposal, review the preliminary transportation study results, provide an overview of the anticipated environmental analysis and required studies, and seek input on the proposed Project and the associated environmental review. On December 4, 2025, Planning Commission Study Session #1 to formally introduce the Project and the requested entitlements and to seek public input. On February 5, 2026, Planning Commission Study Session #2 to respond to questions and comments presented by the Planning Commission on December 4, 2025, Study Session and to review next steps. On April 23, 2026, Planning Commission Study Session #3 to review and provide input on the Environmental Assessment and Fiscal Impact Analysis prepared for the Project. WHEREAS, a Notice of Public Hearing was duly published on May 1, 2026, in San Mateo Daily Journal and May 6, 2026, in the Foster City Islander for consideration of the Second Addendum at the Planning Commission meeting of May 21, 2026; and on said date the Public Hearing was opened, held and closed; and WHEREAS, copies of the Second Addendum, EIR, and other documents and materials which constitute the record of the proceedings upon which this decision is based are available on the project webpage and from the custodian of these records, the Community Development Department, at City Hall, 610 Foster City Boulevard, Foster City; and WHEREAS, the Second Addendum finds that no substantial changes have been made to the Project that require major revisions to the EIR, and addenda thereto, due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified impacts; and WHEREAS, the Second Addendum finds that there are no substantial changes with respect to the circumstances under which the Project will be undertaken that require major revisions to the EIR and addenda thereto due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified impacts; and [3]
WHEREAS, the Second Addendum finds that there is no new information received by the City of substantial importance which was not known and could not have been known with the exercise of reasonable diligence at the time the EIR was certified which would show that: (a) the Project will have one or more significant effects not discussed in the EIR; (b) that significant effects previously examined will be substantially more severe than as shown in the EIR; (c) that mitigation measures or alternatives previously found not to be feasible would, in fact, be feasible and would substantially reduce one or more significant effects of the revised Project but the Project proponents decline to adopt the mitigation measure(s) or alternative(s); or (d) that mitigation measures or alternatives which are considerably different from those analyzed in the EIR would substantially reduce one or more significant effects on the environment but the Project proponents decline to adopt the mitigation measure(s) or alternative(s); and WHEREAS, specifically, the Project would have no new or more significant environmental impacts beyond those identified in the certified EIR have been identified, would have no new mitigation measures or alternatives which are considerably different from those analyzed in the certified EIR been identified, and would not result in a substantial increase in the magnitude of any significant environmental impact previously identified in the certified EIR and addenda thereto; and WHEREAS, the Second Addendum’s findings conclude that the proposed Project would not result in any new, significant environmental effect or result in a substantial increase in the severity of a significant effect identified in the 2009 Certified EIR and addenda thereto; and WHEREAS, a lead agency must adopt a mitigation monitoring and reporting program (“MMRP”) for changes to a project that it adopts or makes a condition of project approval in order to ensure compliance with the measures during project implementation; and WHEREAS, the MMRP set forth in the attached Exhibit A, which is incorporated herein by reference, accurately reflects the mitigation measures contained in the EIR and addenda thereto; and WHEREAS, in connection with the proposed Project and the Planning Commission’s review of the Second Addendum, the Planning Commission has independently reviewed all of the CEQA documents in the record and has exercised its independent judgment in making the findings and determinations set forth herein; and NOW, THEREFORE, BE IT RESOLVED that the Planning Commission, based on the facts and analysis in the Staff Report, written and oral testimony, and other evidence on the record of proceedings, recommends that the City Council find as follows: 1. That the Second Addendum attached hereto and hereinafter incorporated by reference was prepared in compliance with the requirements of the CEQA Guidelines, and 2. That, based upon the evidence submitted and as demonstrated by the analysis included in the Second Addendum, none of the conditions described in Sections 15162 or 15163 of the CEQA Guidelines calling for the preparation for a subsequent or supplemental EIR or negative declaration have occurred, specifically: a. No substantial changes have been made to the Project that require major revisions to the EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified impacts; and b. No substantial changes with respect to the circumstances under which the Project will be undertaken that require major revisions to the EIR due to the involvement of new [4]
significant environmental effects or a substantial increase in the severity of previously identified impacts; andc. No new information received by the City of significance importance which was not known previously and could not, with the exercise of reasonable due diligence now or at the time the EIR was certified, been known that would show that: (a) the Project will have one or more significant effects not discussed in the EIR; (b) that significant effects previously examined will be substantially more severe than as shown in the EIR; (c) that mitigation measures or alternatives previously found not to be feasible would, in fact, be feasible and would substantially reduce one or more significant effects of the Project, but the project proponent declines to adopt them; or (d) that mitigation measures or alternatives which are considerably different from those analyzed in the EIR would substantially reduce one or more significant effects on the environment, but the project proponent declines to adopt them; andThe Second Addendum has been completed in accordance with CEQA Guidelines section 15164. The Second Addendum and the updated MMRP reflect the minor technical changes or additions consistent with CEQA and the City of Foster City Environmental Review Guidelines; and 3. The Second Addendum adequately describes the environmental impacts of the proposed project; and 4. The Second Addendum reflects the independent judgment of the City.BE IT FURTHER RESOLVED that, pursuant to the above findings, the previously approved CEQA documents including the EIR and the previously approved First Addendum, together with this Second Addendum, the Planning Commission hereby recommends to City Council approval of the Second Addendum and MMRP and finds that it is adequate to serve as the required environmental documentation pursuant to CEQA and the CEQA Guidelines for the purposes of analysis and consideration of the Project.PASSED AND ADOPTED by the Planning Commission of the City of Foster City at a Regular Meeting thereof held on May 21, 2026, by the following vote:AYES, COMMISSIONERS: Jagtiani, Kenkre, Stoveland, and Chair PedroNOES, COMMISSIONERS:ABSTAIN, COMMISSIONERS:ABSENT, COMMISSIONERS: Haddad________________________________ ROBERT PEDRO, CHAIRMANATTEST:______________________________SOFIA MANGALAM, SECRETARY

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EXHIBIT A MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) OF THE SECOND ADDENDUM TO CHESS-HATCH MASTER PLAN ENVIRONMENTAL IMPACT REPORT (SCH #: 2008122065) FOR GILEAD CAMPUS EXPANSION MASTER PLAN PROJECT Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature AESTHETICS VIS-1: The proposed project would create additional sources of day and nighttime light and glare in Foster City. VIS-1a: The specific reflective properties of project building materials shall be assessed by the City during Design Review prior to approval of each Specific Development Plan/Use Permit for the proposed project. Design review shall ensure that the use of reflective exterior materials is minimized and that proposed reflective material would not create a substantial source of glare that would adversely affect day or nighttime views in the area. The project applicant shall provide the City of Foster City Community Development Department with a list of exterior project building materials. The Foster City Community Development Department shall review the specific reflective properties of project building materials during the Design Review process to ensure that additional day and nighttime glare is minimized. Prior to approval of the Phase One and Phase Two Specific Development Plan/Use Permit Date: Signature: VIS-1b: Specific lighting proposals shall be submitted for each new building on the project site and shall be assessed by the City as part of Design Review prior to approval of each Specific Development Plan/Use Permit for the proposed project. This review shall ensure that any outdoor night lighting for the project is downward facing and shielded so as not to create substantial light or glare that would adversely affect nighttime views in the area and that lighting conforms to the performance standards established by Section 17.68.080 of the Zoning Code. The project applicant shall provide the Community Development Department with specific lighting proposals that include the specifications, height and placement, and design of proposed exterior lighting fixtures. The Foster City Community Development Department shall review and approve the specific lighting proposals as part of the Specific Development Plan for each new building on the project site to ensure that additional nighttime glare is not created and that required performance standards are met. Prior to the issuance of a building permit Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature AIR QUALITY AIR-1: Construction period activities could generate significant fugitive dust, exhaust, and organic emissions. AIR-1a: The construction contractor(s) shall implement the following measures to control construction dust emissions. Implementation of the measures recommended by the Bay Area Air District (Air District) and listed below would reduce the air quality impacts associated with grading and new construction to a less than-significant level. Analysis by the Air District indicates that implementation of these measures would reduce particulate matter construction impacts by 90 percent. Measures to reduce diesel particulate matter and PM2.5 from construction (measures that would reduce PM10 would also reduce PM2.5 since PM10, by definition, includes PM2.5) are also required to ensure that short-term health impacts to nearby sensitive receptors would be avoided. Water all active construction areas at least twice daily and more often during windy periods. Active areas adjacent to residences shall be kept damp at all times or shall be treated with non-toxic stabilizers to control dust. Cover all hauling trucks or maintain at least 2 feet of freeboard.

The project applicant shall ensure that the construction contractor fully implements all air quality dust control measures as required by the Air District and Mitigation Measure AIR-1a. The Foster City, Community Development Department, Building Division shall conduct periodic site inspections throughout the construction period to ensure that construction period air pollution control measures are being implemented on the site. Throughout the construction period. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Pave, apply water at least twice daily, or apply non-toxic soil stabilizers on all unpaved access roads, parking areas, and staging areas. Sweep daily (with water sweepers) all paved access roads, parking areas, and staging areas and sweep streets daily (with water sweepers) if visible soil material is deposited onto the adjacent roads. All construction equipment shall be maintained and properly tuned in accordance with manufacturer's specifications. All equipment shall be checked by a certified visible emissions evaluator. Water trucks shall be present and in use at the construction site. Watering public streets shall not occur. Hydroseed or apply non-toxic soil stabilizers to inactive construction areas (i.e., previously graded areas that are inactive for 10 days or more). Enclose, cover, water twice daily, or apply non-toxic soil binders to exposed stockpiles. Limit traffic speeds on any unpaved roads to 15 mph.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Replant vegetation in disturbed areas as quickly as possible. Suspend construction activities that cause visible dust plumes to extend beyond the construction site. Streets will be cleaned by street sweepers or by hand as often as deemed necessary by the City Engineer. Watering associated with on-site construction activity shall take place between the hours of 8 a.m. and 7 p.m. and shall include at least one late-afternoon watering to minimize the effects of blowing dust. AIR-1b: The construction contractor(s) shall implement the following measures to control construction diesel exhaust emissions: Diesel equipment standing idle for more than 5 minutes shall be turned off. This would include trucks waiting to deliver or receive soil, aggregate, or other bulk materials. Rotating drum concrete trucks may keep their engines running continuously as long as they are onsite. Properly tune and maintain equipment to reduce emissions. The project applicant shall ensure a construction operations plan is prepared and that the construction contractor fully implements all diesel exhaust control measures listed in Mitigation Measure AIR-1b. The Foster City, Community Development Department, Building Division shall conduct periodic site inspections throughout the construction period to ensure that construction period air pollution control measures are being implemented on the site. Throughout the construction period. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Avoid staging equipment within 100 feet of active land uses. Mitigation Measure AIR-1c: Prior to the issuance of any grading or building permits (whichever occurs earliest), the project applicant shall prepare and submit a construction operations plan that includes specifications of the equipment and methods of air pollutants control to be implemented during all construction activities to the Director of the Community Development Department or the Director’s designee. The plan shall be accompanied by a letter signed by the applicant or their representative, verifying that all applicable methods included in the plan meet the requirements set forth in MM AIR-1a and AIR-1b. The Director of the Community Development Department or the Director’s Designee shall review the construction operations plan. Prior to the issuance of any grading or building permits (whichever occurs earliest). Date: Signature: CULTURAL RESOURCES CULT-1: Ground-disturbing activities associated with construction could adversely affect archaeological resources. CULT-1: If deposits of prehistoric or historical archaeological materials are encountered during project activities, all work within 25 feet of the discovery shall be redirected and a qualified archaeologist contacted to assess the find, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Prehistoric materials can include flaked-stone tools (e.g., projectile points, knives, choppers) or obsidian, chert, basalt, or If prehistoric or historical archaeological materials are encountered during project activities the project applicant shall halt work within 25 feet of the find and retain 1) Foster City, Director of Community Development Department or Director’s Designee shall verify that construction activities halt in the event archaeological materials are discovered. Throughout the construction period, in the event that prehistoric or historical archaeological materials are encountered. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature quartzite toolmaking debris; bone tools; culturally darkened soil (i.e., midden soil often containing heat-affected rock, ash and charcoal, shellfish remains, faunal bones, and cultural materials); and stone-milling equipment (e.g., mortars, pestles, handstones). Prehistoric archaeological sites often contain human remains. Historical materials can include wood, stone, concrete, or adobe footings, walls, and other structural remains; debris-filled wells or privies; and deposits of wood, glass, ceramics, metal, and other refuse. Project personnel shall not collect or move any archaeological materials, or human remains and associated materials. It is recommended that adverse effects to such deposits be avoided by project activities. If avoidance is not feasible, the archaeological deposits shall be evaluated for their eligibility for listing in the California Register. If the deposits are not eligible, avoidance is not necessary. If the deposits are eligible, avoidance of project impacts on the deposit shall be the preferred mitigation. If adverse effects on the deposits cannot be avoided, such effects must be mitigated. Mitigation can include, but is not necessarily limited to: excavation of the deposit in accordance a qualified archaeologist to assess the finds. 2) The project applicant shall comply with the recommendations of the archaeologist. 3) The qualified archaeologist shall submit an archaeological report to the City and Northwest Information Center, with recommendations for treatment of any discovered archaeological deposits eligible for the California Register (if impacts cannot be avoided). 2) The Director of Community Development Department or the Director’s Designee shall review the archaeology report and verify that the recommended measures—if warranted—are undertaken.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature with a data recovery plan (see CEQA Guidelines Section 15126.4(b)(3)(C)) and standard archaeological field methods and procedures; laboratory and technical analyses of recovered archaeological materials; production of a report detailing the methods, findings, and significance of the archaeological site and associated materials; curation of archaeological materials at an appropriate facility for future research and/or display; preparation of a brochure for public distribution that discusses the significance of the archaeological deposit; an interpretive display of recovered archaeological materials at a local school, museum, or library; and public lectures at local schools and/or historical societies on the findings and significance of the site and recovered archaeological materials. The City shall ensure that any mitigation involving excavation of the deposit is implemented prior to the resumption of actions that could adversely affect the deposit. Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results of the analysis and provide recommendations for the treatment of the Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature archaeological deposits discovered. The report shall be submitted to the project applicant, the Foster City Community Development Department and the Northwest Information Center. CULT-3: Ground-disturbing activities associated with construction could disturb human remains, including those interred outside cemeteries. CULT-3: If human remains are encountered, work within 25 feet of the discovery shall be redirected and the County Coroner notified immediately. At the same time, an archaeologist shall be contacted to assess the situation and consult with agencies as appropriate. The project applicant shall also be notified. Project personnel shall not collect or move any human remains and associated materials. If the human remains are of Native American origin, the Coroner shall notify the Native American Heritage Commission within 24 hours of this identification. The Native American Heritage Commission will identify a Most Likely Descendant (MLD) to inspect the site and provide recommendations for the proper treatment of the remains and associated grave goods. Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results and provide recommendations for the treatment of the human remains and any associated cultural materials, as appropriate and in If human remains are encountered by project activities the project applicant shall ensure that the construction contractor notifies the City of Foster City and the County Coroner promptly. 1) The Community Development Department shall verify that, in the event human remains are discovered, the appropriate agencies are contacted, and an archaeologist is retained to evaluate the materials. 2) The Director of the Community Development Department or the Director’s Designee shall review and approve the archaeological report as adequate. Throughout the construction period, in the event that human remains are encountered. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature coordination with the recommendations of the MLD. The report shall be submitted to the project applicant, the Foster City Community Development Department, the MLD, and the Northwest Information Center. GEOLOGY AND SOILS GEO-1: Project occupants would be subject to seismic shaking hazards. GEO-1: Prior to the issuance of any site-specific grading or building permits, a design-level geotechnical investigation, in compliance with Foster City guidelines, shall be prepared by a licensed professional and submitted to the City Building Inspection Division for review, approval, and a finding that the proposed development fully complies with the CBC, as amended by Foster City ordinances and Building Inspection Division guidance. The report shall determine the proposed project’s geotechnical conditions and address potential seismic hazards. The report shall identify building techniques appropriate to minimize seismic damage. In addition, the following guidance for the design-level geotechnical investigation shall be addressed: The project applicant shall retain a licensed professional to prepare a final design-level geotechnical investigation for the proposed project. The report shall be submitted to and approved by the City’s Community Development Department, Building Division and shall meet the requirements of Mitigation Measure GEO-1. All recommendations in the report shall The Foster City Community Development Department, Building Division shall review and approve the final-design level geotechnical investigation to ensure that all recommendations, design criteria, and specifications set forth in the report are adequate and will be implemented to reduce the risk of seismic shaking hazards. Prior to the issuance of grading or building permits. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature o Analysis presented in the geotechnical report shall conform to the California Division of Mines and Geology recommendations presented in the Guidelines.for.Evaluating.Seismic.Hazards.in.California. Briefly, the guidelines recommend that the report include: a site screening evaluation; evaluation of on- and off-site geologic hazards; quantitative evaluation of hazard potential; detailed field investigation; estimation of ground-motion parameters; evaluation of landslide, liquefaction, lateral-spreading and ground-displacement hazards; and recommendations to reduce identified hazards. o All recommendations, design criteria, and specifications set forth in the design-level geotechnical investigation shall be implemented as a condition of project approval. be incorporated into project plans. GEO-2: Damage to structures or property related to man-GEO-2: In addition to the requirements of all other GEO mitigation measures in this section, the designers of the proposed project’s building foundations and improvements (including sidewalks, The project applicant shall retain a licensed professional to prepare a final The City Community Development Department, Building Division shall review and approve the final Prior to the issuance of grading permits. Date:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature made fill, unstable soils, or unstable subsurface materials resulting in settlement or differential settlement could occur. roads, driveways, parking areas, and utilities) shall consider the site to be underlain by Bay Mud and/or non-engineered fill. The design-level geotechnical investigation shall include measures to ensure that potential damage related to compressible materials or soils and non-uniformly compacted fill are minimized. Mitigation options may range from removal of the problematic soils, and replacement, as needed, with properly conditioned and compacted fill, to design and construction of improvements to withstand the forces exerted during the expected settlement. All recommendations, design criteria, and specifications set forth in the site-specific design-level geotechnical report, and the City of Foster City Building Inspection Division standards shall be followed to reduce impacts associated with problematic soils and unstable subsurface materials. design-level geotechnical investigation for the proposed project. The report shall be submitted to and approved by the City Building Division and shall meet the requirements of Mitigation Measure GEO-2. All recommendations in the report shall be incorporated into project plans. design-level geotechnical investigation to ensure that all recommendations, design criteria, and specifications set forth in the report are adequate and will be implemented to reduce the risk of settlement. Signature: GEO-3: Damage to structures or property of the proposed project related to expansive GEO-3a: In addition to the requirements of all other GEO mitigation measures in this section, in locations underlain by soils of unknown character , the designers and engineers of proposed building foundations and improvements (including piles, sidewalks, roads, driveways, The project applicant shall retain a licensed professional to prepare a final design-level geotechnical The Foster City Community Development Department, Building Division shall review and approve the final design-level Prior to the issuance of grading or building permits. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature (shrink-swell) and corrosive soils could occur. parking areas, and utilities) shall consider the site’s potential to be underlain by soils with high shrink-swell potential. The site-specific design-level geotechnical investigation, prepared by a licensed professional and submitted to the City Building Inspection Division for review and confirmation that the proposed development fully complies with the CBC, as amended by Foster City ordinances and Building Inspection Division guidance, shall include measures to ensure potential damage related to expansive soils and non-uniformly compacted fill and engineered fill are minimized. Mitigation options may range from removal of the problematic soils, and replacement, as needed, with properly conditioned and compacted fill, to design and construction of improvements to withstand the forces exerted during the expected shrink-swell cycles and settlements. All design criteria and specifications set forth in the design-level geotechnical investigation shall be implemented to reduce impacts associated with problematic soils. investigation for the proposed project. The report shall be submitted to and approved by the Foster City Community Development Department, Building Division and shall meet the requirements of Mitigation Measure GEO-3a. All recommendations in the report shall be incorporated into project plans. geotechnical investigation to ensure that all recommendations, design criteria, and specifications set forth in the report are adequate and will be implemented to reduce the risk of impacts associated with expansive soils. GEO-3b: In addition to the requirements of all other GEO mitigation measures in this section, the design-level geotechnical investigation shall include an evaluation The project applicant shall retain a licensed professional to The Foster City Community Development Department, Building Prior to the issuance of grading or building permits. Date:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature of the potential for corrosive soils on the site and be submitted to the City Building Inspection Division for review and confirmation that the proposed development fully complies with the CBC, as amended by Foster City ordinances and Building Inspection Division guidance. If the results indicate corrosive soil conditions, appropriate measures to mitigate these conditions shall be incorporated into the design of project improvements that may come into contact with site soils. Wherever corrosive soils are found in sufficient concentrations, recommendations shall be made to protect steel and concrete (and any other material that may be placed in the subsurface) from long-term deterioration caused by contact with corrosive on-site soils. In general, these recommendations are expected to include, but not be limited to, the following provisions. All recommendations of the geotechnical investigations shall be implemented. Protect buried iron, steel, cast iron, ductile iron, galvanized steel, and dielectric coated steel or iron (including all buried metallic pressure piping) against corrosion from soil. prepare a final design-level geotechnical investigation for the proposed project. The report shall be submitted to and approved by the City Community Development Department, Building Division and shall meet the requirements of Mitigation Measure GEO-3b. All recommendations in the report shall be incorporated into project plans. Division shall review and approve the final design-level geotechnical investigation to ensure that all recommendations, design criteria, and specifications set forth in the report are adequate and will be implemented to reduce the risk of impacts associated with corrosive soils. Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Protect buried metal and cement structures in contact with earth surfaces from chloride ion concentrations. Use sulfate-resistant concrete mix for all concrete in contact with the ground. Consult a corrosion expert during the project’s detailed design phase to design the most effective corrosion protection. CULT-2: Ground-disturbing activities associated with construction could adversely affect paleontological resources. CULT-2: If paleontological resources are discovered during project activities, all work within 25 feet of the discovery shall be redirected and a qualified paleontologist shall be contacted to assess the situation, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Paleontological resources include fossil plants and animals, and evidence of past life such as trace fossils and tracks. Ancient marine sediments may contain invertebrate fossils such as snails, clam and oyster shells, sponges, and protozoa, and vertebrate fossils such as fish, whale, and sea lion bones. Fossil vertebrate land animals may include bones of reptiles, birds, and mammals. Paleontological resources also include 1) If paleontological materials are encountered during project activities the project applicant shall halt work within 25 feet of the find and retain a qualified paleontologist to assess the finds. 2) The project applicant shall comply with the recommendations 1) The Director of the Community Development Department or Director’s Designee shall verify that construction activities halt in the event paleontological materials are discovered. 2) The Community Development Department shall review the paleontological report and verify that the recommended Throughout the construction period, in the event that paleontological materials are encountered. Date: Signature:

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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature plant imprints, petrified wood, and animal tracks. It is recommended that adverse effects to paleontological resources be avoided by project activities. If avoidance is not feasible, the paleontological resources shall be evaluated for their significance. If the resources are not significant, avoidance is not necessary. If the resources are significant, adverse effects on the resources shall be avoided, or such effects shall be mitigated. Mitigation can include, but is not necessarily limited to: excavation of paleontological resources using standard paleontological field methods and procedures; laboratory and technical analyses of recovered materials; production of a report detailing the methods, findings, and significance of recovered fossils; curation of paleontological materials at an appropriate facility (e.g., the University of California Museum of Paleontology) for future research and/or display; an interpretive display of recovered fossils at a local school, museum, or library; and public lectures at local schools on the findings and significance of the site and recovered fossils. The City shall ensure that any mitigation involving excavation of of the paleontologist. measures—if warranted—are undertaken.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature the resource is implemented prior to project construction or actions that could adversely affect the resource. Upon completion of the assessment, the paleontologist shall prepare a report documenting the methods and results and provide recommendations for the treatment of the paleontological resources discovered. This report shall be submitted to the project applicant, the Foster City Community Development Department, and the paleontological curation facility. GREENHOUSE GAS EMISSIONS GCC-1: Implementation of the proposed project could result in greenhouse gas emission levels that would substantially conflict with implementation of the greenhouse gas reduction GCC-1: T o the extent feasible, commercially-available, and cost effective (as reasonably determined by the Community Development Director), the measures identified in Table V .K-6 in the column titled “MM GCC-1” shall be incorporated into the design and construction of the Master Plan (including specific building projects). Energy Efficiency Measures Comply with the updated Title 24 standards for building construction. Provide a landscape and development plan for the project that The project applicant shall incorporate the measures listed in MM-GCC-1 on the Specific Development Plans for Phase One and Phase Two. The Foster City Community Development Department shall ensure that appropriate greenhouse gas reduction measures are incorporated into the project. Prior to approval of the Specific Development Plans. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature goals under State regulations. takes advantage of shade, prevailing winds, and landscaping; Install efficient lighting and lighting controls/systems. Use daylight as an integral part of lighting systems in buildings; Install light colored “cool” roofs areas; Install energy efficient heating and cooling systems, appliances and equipment, and control systems; Install efficient lighting and controls for new outdoor lighting (e.g., fluorescent or LED, dusk to down sensors); Consider developing an On-Site Renewable Energy System that consists of solar, wind, geothermal, biomass and/or bio-gas strategies. This system should reduce grid-based energy purchases and provide at least 2.5 percent of the project energy cost from renewable energy. Such a strategy can include installation of photovoltaic panels, wind turbines, and solar and tankless hot water heaters; and Install light colored “cool” pavements for pathways, plazas, and sidewalks, where appropriate given the characteristics of those areas; Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Incorporate ENERGY STAR or better rated appliances and electrical equipment; and Design all buildings to exceed California Building Code’s Title 24 energy standards, as follows: o Increase insulation such that heat transfer and thermal bridging is minimized to the extent consistent with the overall health and safety functioning of the building; and o Limit air leakage through the structure or within the heating and cooling distribution system to minimize energy consumption to the extent consistent with the overall safe and healthy functioning of the building. Green Building Design, construct and operate all newly constructed buildings as equivalent to “LEED Silver” or higher standards (e.g., “LEED Gold”); Use locally produced and/or manufactured building materials for construction of the project, subject to Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature consideration of quality, cost, and availability; Develop a sustainability design checklist based upon green building rating systems to guide significant facility renovation projects by deploying newer construction and operating practices that conserve energy, water and materials while providing a reasonable return on investment; and Incorporate “Green Building Materials, ” such as those materials which are resource efficient, have recycled content, and/or are manufactured in an environmentally friendly way, including low Volatile Organic Compound (VOC) materials. Water Conservation and Energy Efficiency Measures Create water-efficient landscapes within the development and/or landscape with native and drought-tolerant plants; Install water-efficient irrigation systems and devices such as soil moisture-based irrigation controls, timers, and/or drip irrigation; Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Design buildings to be water-efficient. Install water-efficient fixtures and appliances, including low-flow faucets, dual-flush toilets, low-flow urinals; Restrict watering methods (e.g., prohibit systems that apply water to non-vegetated surfaces) and control runoff; and Consider using reclaimed water for landscape irrigation within the project, if reclaimed water is made available by the City. Solid Waste Measures Use best efforts to reuse and recycle construction and demolition waste (including, but not limited to, soil, vegetation, concrete, lumber, metal, and cardboard); Provide adequate interior and exterior storage areas for recyclables; Provide employee education about reducing waste and available recycling services; and Provide adequate storage areas for green waste, to the extent needed in light of the actual operations of the facility.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Transportation and Motor Vehicle Measures Specific regional emission targets for transportation emissions do not directly apply to this project. The proposed project would be required to implement a Transportation Demand Management (TDM) program as discussed in Mitigation Measure TRANS-1 of Section V .G and the Final MPTA. The specific measures that could be implemented include a shuttle service to the nearby rail station, bicycle racks and lockers, on-site amenities, showers and lockers, video conferencing center, preferential parking for carpoolers and vanpoolers, commute assistance center, employee transportation surveys, assistance to employees looking for housing near work, bicycle share program, and local hiring preferences. New refrigerant systems installed at the project site (after implementation of the high GWP gases reduction measures) shall comply with future CARB rules and regulations as these new rules and regulations are implemented by the agency.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature The City shall require the project applicant to install electric vehicle (EV) capable spaces and EV charging stations in compliance with the Tier 2 standards under Section A5.106.5.3.3 4 of the Non-Residential Voluntary Measures in the 2025 California Green Building Standards Code (CALGreen). Applicable building plans submitted to the City shall illustrate compliance with Sections A5.106.5.3.3 and A5.106.5.3.4 (or equally effective requirements in place at the time of permit application). In compliance with CALGreen Section A5.106.5.3.3, the Phase One (NCF) portion of the development shall include at least 39 EV capable spaces and 40 EV charging stations (which applies to developments have 151 to 200 parking space). At full project buildout, 45 percent of parking spaces shall be EV capable spaces and 50 percent of parking spaces shall be EV capable spaces. Both phases of the project could comply with the power allocation methods listed in Section A5.106.5.3.3 for Tier 2 EV charging stations as an alternative. Prior to issuance of the Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature certificate of occupancy, the project applicant shall provide documentation to the City that verifies compliance with this measure. Prior to the issuance of any building permits (whichever occurs earliest), the project applicant shall prepare and submit a Plan identifying components of projects that satisfy the efficiency measures for EV capable spaces and EV charging stations per Section A5.106.5.3.3 or (alternatively Section A5.106.5.3.4) of the Non-Residential Voluntary Measures in the 2025 CALGreen (or equally effective requirements in place at the time of permit application). The Plan shall be submitted to the Director of the Community Development Department or the Director’s designee. HAZARDS AND HAZARDOUS MATERIALS HAZ-1: Upset and accidents involving hazardous materials releases and transport and HAZ-1a: The contractor(s) shall designate storage areas suitable for material delivery, storage, and waste collection. These locations must be as far away from catch basins, gutters, drainage courses, and water bodies as feasible. All hazardous materials and wastes used or The construction contractor shall ensure that the provisions for the handling, treatment, and storage of The Foster City Community Development Department, Building Division shall periodically monitor the handling, storage, Throughout the construction period. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature use during construction activities could result in adverse effects to public health or the environment. generated during project site development activities shall be labeled and stored in accordance with applicable local, State, and federal regulations. In addition, an accurate up-to-date inventory, including Material Safety Data Sheets, shall be maintained on-site to assist emergency response personnel in the event of a hazardous materials incident. All maintenance and fueling of vehicles and equipment shall be performed in a designated, bermed area, or over a drip pan that will not allow run-off of spills. Vehicles and equipment shall be regularly checked, and leaks shall be repaired promptly at an off-site location. Secondary containment shall be used to catch leaks or spills any time that vehicle or equipment fluids are dispensed, changed, or poured. hazardous wastes and vehicle maintenance on the project site are implemented as described in Mitigation Measure HAZ-1a. treatment, and storage measures for hazardous materials and vehicle maintenance on the project site. The City shall also confirm that the Material Safety Data Sheets are maintained onsite. HAZ-1b: Emergency preparedness and response procedures shall be developed by the contractor(s) for emergency notification in the event of an accidental spill or other hazardous materials emergency during project site preparation and development activities. These procedures shall include evacuation procedures, spill containment The construction contractor shall develop emergency procedures identified in Mitigation Measure HAZ-1b. These procedures The Foster City Community Development Department, Building Division shall review and approve the emergency preparedness and procedures plan to Prior to the issuance of any demolition, grading, or building permit. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature procedures, and required personal protective equipment, as appropriate, in responding to the emergency. The contractor(s) shall submit these procedures to the City for approval prior to demolition or development activities. Compliance with these mitigation measures may occur in coordination with compliance with the Storm Water Pollution Prevention Plan and Best Management Practices required for the proposed project (see Mitigation Measures HYD-1 through HYD-1c for additional detail). shall be submitted to the City for review and Approval. ensure that the appropriate measures will be implemented in an emergency involving hazardous materials release. HAZ-2: Construction workers and the public may be exposed to existing or previously unknown contamination in soil and/or groundwater, or other safety hazards encountered during site preparation, HAZ-2a: If previously unknown contaminated soil and/or groundwater is encountered at any time during construction activities (e.g., identified by odor or visual staining, or if any underground storage tanks, abandoned drums, or other hazardous materials or wastes are encountered), the contractor(s) shall ensure that all appropriate response measures are taken to protect human health and the environment. A contingency plan for identification, sampling, and analysis of previously unknown hazardous substances shall be prepared by the contractor(s), with the approval of the The construction contractor shall prepare a contingency plan for sampling and analysis of previously unknown hazardous substances that adheres to the requirements of Mitigation Measure HAZ-2a. The Foster City Community Development Department, Building Division shall review and approve the contingency plan to ensure that appropriate measures will be implemented in the event that previously unknown contaminated soil and/or groundwater is encountered on-site Prior to the issuance of any demolition, grading, or building permit. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature grading, and excavation activities. City, prior to grading and earthwork activities. As part of this pre-approved contingency plan, soil and/or groundwater samples shall be collected by a qualified environmental professional (e.g., Professional Geologist, Professional Engineer) prior to further work in the area, as appropriate, in case of discovery of unknown contamination. The samples shall be submitted for laboratory analysis by a State-certified laboratory under chain-of-custody procedures. The analytical results of the sampling shall be reviewed by a qualified environmental professional and submitted to the appropriate regulatory agency. The professional shall provide recommendations, as applicable, regarding soil/waste management, worker health and safety training, and regulatory agency notifications, in accordance with local, State, and federal requirements. Work shall not resume in the area(s) affected until these recommendations have been implemented under the oversight of the City or regulatory agency, as appropriate. during construction activities. HAZ-2b: Engineering fill to be brought on-site shall be demonstrated, by analytical testing, not to pose an unacceptable risk to human health or the environment. The construction contractor shall submit the results of sampling and The City Community Development Department, Building Division shall review Prior to the issuance of grading or building permits Date:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Threshold criteria for acceptance of engineered fill shall be selected based on screening levels and protocols developed by regulatory agencies for protection of human health and groundwater (e.g., Water Board Environmental Screening Levels (ESLs). The engineered fill shall be characterized by a qualified environmental professional via representative sampling in accordance with U.S. EPA’s SW-846 Test Methods, and demonstrated to meet the threshold criteria above. The results of the sampling and waste characterization shall be submitted by the contractor(s) to the City Building Inspection Division for approval prior to transporting engineering fill onto the project site. waste characterization for engineered fill to the City Community Development Department, Building Division. and approve the results of the sampling and waste characterization analysis to ensure that engineered fill brought onto the site does not pose an unacceptable risk to human health or the environment. Signature: HAZ-2c: The contractor shall prepare a Waste Disposal and Hazardous Materials Transportation Plan prior to construction activities where hazardous materials or materials requiring off-site disposal would be generated. The Plan shall include a description of analytical methods for characterizing wastes and handling methods required to minimize the potential for exposure, and shall establish procedures for the safe storage of contaminated materials, stockpiling of soils, and storage of dewatered The construction contractor shall prepare a Waste Disposal and Hazardous Materials Transportation Plan that adheres to the requirements of Mitigation Measure HAZ-2c. The Foster City Community Development Department, Building Division shall review and approve the Waste Disposal and Hazardous Materials Transportation Plan to ensure that it complies with the requirements of Prior to the issuance of demolition, grading, or building permits. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature groundwater. The required disposal method for contaminated materials (including any lead-based paint, asbestos, or other hazardous building materials requiring disposal; see Mitigation Measure HAZ-3, below), the approved disposal site, and specific routes used for transport of wastes to and from the project site shall be indicated. The Plan shall be prepared prior to commencement of demolition or development activities and submitted to the City for approval. The Waste Disposal and Hazardous Materials Transportation Plan will be prepared consistent with Chapter 15.44 of the Foster City Municipal Code. Mitigation Measure HAZ-2c. HAZ-2d: If the project would result in disturbance of soils within 30 feet of SR 92 then, prior to excavation or earthworking activities, the applicant shall hire a qualified professional to characterize the lead content of the soils to be disturbed within 30 feet of SR 92 by undertaking soil sampling. If the results of the studies indicate that lead in the soil is present above regulatory action levels, the soils shall be removed and disposed of at an approved offsite facility in accordance with all applicable regulations. The findings of the The project applicant shall retain a qualified professional to characterize the lead content of soils that would be disturbed within 30 feet of SR 92 (if the project would disturb soils within 30 feet of SR 92). The Foster City Community Development Department, Building Inspection Division shall review and approve the findings of the investigation and remediation documentation to ensure compliance with the requirements of Mitigation Measure HAZ-2d. Prior to the issuance of grading or building permits. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature investigation and remediation shall be documented in a written report and shall be submitted the City for review and approval. HAZ-3: Demolition activities may result in the exposure of construction workers and the general public to added health risk from lead, asbestos, and other hazardous building materials HAZ-3: Prior to the issuance of any demolition permit for structures located on the project site, a lead-based paint, hazardous building materials survey (PCBs, mercury), and asbestos survey shall be performed by a qualified environmental professional. Based on the findings of the survey, all loose and peeling lead-based paint, and identified asbestos hazards shall be abated by a certified contractor in accordance with local, State, and federal requirements (including the requirements of the BAAQMD, District Regulation 11, Rule 20) and requirements for worker health and safety. Other hazardous materials and wastes generated during demolition activities, such as fluorescent light tubes, mercury switches, and PCB wastes, shall be managed and disposed of in accordance with the applicable universal waste and hazardous waste regulations. Federal and State construction worker health and safety regulations shall apply to demolition activities, and any required The project applicant shall retain a qualified environmental professional to conduct a lead-based paint, hazardous building materials survey (PCBs, mercury), and asbestos survey and adhere to the requirements of Mitigation Measure HAZ-3. The Foster City Community Development Department, Building Division shall review and approve the findings of the lead-based paint, hazardous building materials survey (PCBs, mercury), and asbestos survey and ensure compliance with the results of the surveys as described in Mitigation Measure HAZ-3. Prior to the issuance of a demolition permit. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature worker health and safety procedures shall be incorporated into the contractor’s specifications for the proposed project. The disposition of hazardous building material wastes shall also be considered in the preparation of the Waste Management Plan required pursuant to the City’s Chapter 15.44 of the Foster City Municipal Code (see also Mitigation Measure HAZ-2c, above). Documentation of the surveys and abatement activities shall be provided to the City prior to the demolition of structures located at the project site. HYDROLOGY AND WATER QUALITYHYD-1: Construction period and operation period project activities could result in the degradation of water quality in the Foster City Lagoon and San Francisco Bay by reducing the quality of HYD-1a: In compliance with the terms of the Construction General Permit, a Qualified SWPPP Practitioner (QSP) shall prepare a Storm Water Pollution Prevention Plan (SWPPP) designed to reduce potential impacts to surface water quality through the construction period of each and any individual development project, or group of projects, built as part of the proposed project. It is not required that the SWPPP be submitted to the Regional Water Quality Control Board (Water Board), but it must be maintained on-site and made available to Water Board or City staff upon request. The SWPPP shall include specific and detailed 1) The project applicant shall prepare a SWPPP which includes specific and detailed BMPs and measures designed to mitigate construction-related pollutants and adheres to the requirements of Mitigation Measure HYD-1a. 1) The Foster City Community Development Department, Building Division shall review the SWPPP for consistency with the requirements of Mitigation Measure HYD-1a prior to approval. 2) The Building Division shall conduct periodic inspections of the project site 1) Prior to the issuance of any demolition, grading, or building permit. 2) Periodically throughout the construction period, and at the discretion of the Building Division. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature stormwater runoff. Best Management Practices (BMPs) designed to mitigate construction-related pollutants. At a minimum, BMPs shall include practices to minimize the contact of construction materials, equipment, and maintenance supplies (e.g., fuels, lubricants, paints, solvents, and adhesives) with storm water. The SWPPP shall specify properly-designed centralized storage areas that keep these materials out of the rain. BMPs designed to reduce erosion of exposed soil may include, but are not limited to: soil stabilization controls, watering for dust control, perimeter silt fences, fiber rolls, and sediment basins. The potential for erosion is generally increased if grading is performed during the rainy season because disturbed soil can be exposed to rainfall and storm runoff. If grading must be conducted during the rainy season, the primary BMPs selected shall focus on erosion control (i.e., keeping sediment on the site). End-of-pipe sediment control measures (e.g., basins and traps) shall be used only as secondary measures. Ingress and egress from construction sites shall be carefully controlled shall be to minimize off-site tracking of sediment. Vehicle and equipment wash-down facilities shall be designed to be 2) The Construction Site Supervisor shall conduct regular meetings of site personnel to ensure SWPPP guidelines are observed by on-site personnel. 3) The project applicant shall retain an independent monitor to conduct weekly inspections and provide written monthly reports to the City Planning and Code Enforcement Divisions to ensure compliance with the SWPPP . during wet and dry days to ensure compliance with the SWPPP .

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature accessible and functional during both dry and wet conditions. To educate on-site personnel and maintain awareness of the importance of storm water quality protection, site supervisors shall conduct regular tailgate meetings to discuss pollution prevention. The frequency of the meetings and required personnel attendance list shall be specified in the SWPPP . The SWPPP shall specify a monitoring program to be implemented by the construction site supervisor, and shall include both dry and wet weather inspections. In addition, in accordance with State Water Resources Control Board Resolution No. 2001-046,34 monitoring shall be required during the construction period for pollutants that may be present in the runoff that are “not visually detectable in runoff. ” The project sponsor shall retain an independent monitor to conduct weekly inspections and provide written monthly reports to the City Planning and Code Enforcement Division to ensure compliance with the SWPPP . Water Board personnel, who may make unannounced site inspections, are empowered to levy considerable fines if it Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature is determined that the SWPPP has not been properly prepared and implemented. A QSP shall be responsible for implementing BMPs at the site. The QSP shall also be responsible for performing all required monitoring, and BMP inspection, maintenance and repair activities. The developer shall retain an independent monitor to conduct weekly inspections and provide written monthly reports to the Engineering Division to ensure compliance with the SWPPP . Water Board personnel, who may make unannounced site inspections, are empowered to levy considerable fines if it is determined that the SWPPP has not been properly prepared and implemented. The SWPPP shall be prepared to the satisfaction of the City’s Engineering Division. HYD-1b: The project sponsor shall fully comply with the San Mateo Countywide Water Pollution Prevention Program, which maintains compliance with the NPDES Stormwater Discharge Permit. Responsibilities include, but are not 1) The project applicant shall prepare a final drainage plan that includes measures 1) The Foster City Community Development Department, Building Division shall review the final drainage plan 1) Prior to the issuance of any demolition, grading, or building permit. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature limited to, designing Best Management Practices (BMPs) into project features and operations to reduce potential impacts to surface water quality associated with operation of specific development projects undertaken as part of the proposed Master Plan. These features shall be included in the drainage plan and final development drawings for individual projects. Specifically, the final design shall include measures designed to mitigate potential water quality degradation of runoff from all portions of the completed development. All requirements of the San Mateo Countywide Water Pollution Prevent Program, previously called the San Mateo Water Pollution Prevention Program – Part C.3, as outlined in the San Mateo County Stormwater Handbook, shall be incorporated. The final design team for each development project shall also review and incorporate as many concepts as practicable from Start at the Source, Design Guidance Manual for Stormwater Quality Protection. Passive, low-maintenance BMPs (e.g., grassy swales, porous pavements) are preferred in all areas. Higher-maintenance BMPs may only be used if the development of at- designed to mitigate potential water quality degradation of runoff and adheres to the requirements of Mitigation Measure HYD-1b. 2) The project applicant shall establish a self-perpetuating drainage system maintenance program for the life of the project that includes annual inspections of any stormwater detention devices and drainage inlets. for consistency with the requirements of Mitigation Measure HYD-1b. 2) The Foster City Public Works Department and/or Community Development Department, Building Division shall review and approve the annual report documenting the inspection and any remedial action conducted. 2) Annually throughout the post-construction period.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature grade treatment systems is not possible, or would not adequately treat runoff. Funding for long-term maintenance of all BMPs must be specified (as the City will not assume maintenance responsibilities for these features). The project sponsor shall establish a self-perpetuating drainage system maintenance program for the life of the project (to be managed by a business and/or property-owners association or similar entity) that includes annual inspections of any storm water detention devices and drainage inlets. Any accumulation of sediment or other debris would need to be promptly removed. In addition, an annual report documenting the inspection and any remedial action conducted shall be submitted to the Public Works Department and/or Building Inspection Division for review and approval. The Public Works Department and/or Building Inspection Division shall ensure that the SWPPP and drainage system maintenance plan are approved by the City prior to approval of the grading plan. HYD-1c: The project sponsor shall comply with all requirements of the City’s Standard Conditions of Approval (COA). At a minimum, a hydrology/hydraulic 1) The project applicant shall prepare a hydrology/hydrauli1) The Foster City Community Development Department, Building 1) Prior to the issuance of any demolition, Date:

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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature analysis shall be completed on the existing storm drain system to verify it is adequately sized to accommodate the runoff from the project. The existing storm drains shall be cleaned as necessary. Pre-construction and post-construction survey reports shall be completed on the existing storm drain system. Any necessary repairs to restore the facilities shall be an element of the report. Required pre-construction reports documenting work performed in compliance with the COAs shall be submitted to the Public Works Department and/or Building Inspection Division for review and approval prior to the issuance of grading and building permits. Required postconstruction reports shall be submitted to the Public Works Department and/or Building Inspection Division for review and approval prior to the issuance of occupancy permits. c analysis on the existing storm drain system to verify it is adequately sized to accommodate the runoff from the project. 2) The project applicant shall prepare preconstruction and post-construction survey reports for the existing storm drain system. The drains shall be cleaned as necessary. Division shall review the hydrology/hydraulic analysis for the existing storm drain system as required by Mitigation Measure HYD-1c. 2) The Foster City Public Works Department and/or Community Development Department, Building Division shall review and approve the pre-construction and postconstruction survey reports to ensure that the storm drain system is adequately sized. grading, or building permit. 2) Reports shall be prepared for both the pre- and post-construction period prior to issuance of certificate of occupancy permits. Signature: NOISE NOI-1: Construction period activities could create significant NOI-1a: The construction contractor(s) shall designate a “noise disturbance coordinator” who shall be responsible for responding to any local complaints about construction noise. The disturbance coordinator shall determine the cause of The construction contractor shall designate a noise disturbance coordinator to receive and The Foster City Community Development Department, Building Division shall maintain the name and contact Prior to the issuance of demolition, grading, or building permits. Date: Signature:

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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature temporary noise impacts on existing noise sensitive land uses adjacent to the site. the noise complaints (e.g., beginning work too early, bad muffler) and institute reasonable measures warranted to correct the problem. A telephone number for the disturbance coordinator shall be conspicuously posted at the construction site. A notice shall be mailed to all affected residents within 1,000 feet of the construction site. resolve noise complaints throughout the construction period and adhere to the notification procedures required by Mitigation Measure NOI- 1a. information for the noise disturbance coordinator on file throughout the construction period. NOI-1b: Prior to the issuance of any building permits, the project applicant shall submit and implement a construction noise logistics plan that specifies hours of construction, noise and vibration minimization measures, posting and notification of construction schedules, equipment to be used, and designation of a noise disturbance coordinator. The noise disturbance coordinator shall respond to neighborhood complaints and shall be in place prior to the start of construction and implemented during construction to reduce noise impacts on neighboring residents and other uses. The noise logistic plan shall be submitted to the Director of the Community Development Department or the Director's designee prior to the issuance of any demolition permits. The construction noise logistic The construction contractor shall implement a series of noise reduction measures during all demolition and construction activities, as required by Mitigation Measure NOI-1b. The Foster City Community Development Department, Building Division shall conduct regular site inspections throughout the construction period to ensure that the noise reduction measures listed in Mitigation Measure NOI-1b are implemented on the site Throughout the construction period. Date: Signature:

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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature plan shall include, but would not be limited to, the measures listed herein. The measures shall be implemented at the project site during all demolition and construction activities: During all project site excavation and on-site grading, fit all construction equipment, fixed or mobile, with properly operating and maintained mufflers consistent with manufacturers’ standards. Locate stationary noise generating equipment such as air compressors or portable power generators as far as possible from sensitive receptors. Construct temporary noise barriers to screen stationary noise generating equipment when located near adjoining sensitive land uses. Temporary noise barriers could reduce construction noise levels by 5 dBA. Locate equipment staging in areas that will create the greatest possible distance between construction-related noise sources and noise-sensitive receptors nearest to the project site during all project construction.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature Utilize “quiet” air compressors and other stationary noise sources where such technology exists. Route all construction traffic to and from the project site via designated truck routes and prohibit construction related heavy truck traffic in residential areas where feasible. Control noise from construction workers’ radios to a point that they are not audible at existing residences bordering the project site. Prepare and submit to the City for approval a detailed construction plan identifying the schedule for major noise-generating construction activities. Pre-drill foundation pile holes to minimize the number of impacts required to seat the pile. Use multiple pile driving rigs to expedite this phase of construction. Use “acoustical blankets” to shroud the pile hammer. NOI-2: Mechanical level standards in equipment proposed as part of the NOI-2: At the time that Phase Two of the project is proposed and detailed plans are available, conduct a design level acoustical analysis to ensure that mechanical equipment noise resulting from the project complies with applicable The project applicant shall conduct a design-level acoustical analysis (for Phase Two of the project) The Foster City Community Development Department, Building Division shall review and approve the Prior to the issuance of building permits for Phase Two of the project. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature project may generate noise levels that would exceed the noise the Foster City Municipal Code. General Plan policies and Municipal Code noise level limits, prior to project approval. The acoustical analysis shall include a calculation of noise levels resulting from the proposed equipment at the nearest sensitive receiving land uses, an assessment of noise levels relative to applicable standards, and recommendations to control noise levels in accordance with the applicable limits. The report shall be completed and submitted to the Community Development Department for approval prior to the issuance of building permits. to ensure that mechanical equipment noise resulting from the project would comply with applicable General Plan policies and Municipal Code noise level limits. The analysis shall adhere to the requirements of Mitigation Measure NOI-2 and shall be submitted to the Director of the Community Development Department or the Director’s Designee. acoustical analysis to ensure that the mechanical equipment on the project site would comply with applicable General Plan policies and Municipal Code noise level limits. TRANSPORTATION TRANS-9: Construction activities could interfere with circulation patterns. TRANS-9: During the use permit process, the project applicant shall develop and submit a construction management plan for City approval that specifies measures that would reduce impacts to motor vehicle, bicycle, pedestrian, and transit The project applicant shall develop and submit a construction management plan The Foster City Public Works Department and/or Community Development Department, Building Division shall review Prior to the issuance demolition, grading, or building permits. Date: Signature:

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature circulation. The construction management plan shall include the following: Location of construction staging areas for materials, equipment, and vehicles. Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur. Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant. Provisions for removal of trash generated by project construction activity. A process for responding to, and tracking, complaints pertaining to construction activity, including identification of an on-site complaint manager. that specifies measures that would reduce impacts to the circulation system during the construction period, as required by Mitigation Measure TRANS-9. and approve the construction management plan to ensure that it adheres to Mitigation Measure TRANS-9.

Resolution No. P-06-26 EA2025-0001
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Mitigation Monitoring and Reporting Program Environmental Impact Mitigation Measures Implementation Procedure Agency Responsible for Implementation/ Monitoring Action Implementation Timing Date Completed/ Signature The measures outlined in the construction plans shall be to the satisfaction of the City and shall be devised to reduce circulation impacts during the construction period to the maximum extent feasible.

RESOLUTION NO. P-07-26 RESOLUTION OF THE PLANNING COMMISSION RECOMMENDING THE CITY COUNCIL APPROVE AN ORDINANCE AMENDING THE FOSTER CITY ZONING MAP TO MODIFY THE PREVIOUSLY APPROVED GENERAL DEVELOPMENT PLAN (GDP) FOR AN APPROXIMATELY 11.87-ACRE LAND KNOWN AS CHESS HATCH MASTER PLAN LOCATED AT 1155-1159, 1161-1169, AND 1175-1191 CHESS DRIVE IN THE C-M/PD (COMMERCIAL MIX/PLANNED DEVELOPMENT COMBINING) DISTRICT WITH AN AMENDED GDP TO REMOVE OFFICE AS A PRIMARY USE AND UPDATE ASSOCIATED EXHIBITS TO FACILITATE THE GILEAD CAMPUS EXPANSION PROJECT TO ALLOW UP TO 800,000 SQUARE FEET (SF) OF BIOTECHNOLOGY OR RESEARCH AND DEVELOPMENT USES WITH A REDUCED PARKING RATIO (APNs: 094-010-500, 094-010-510, 094-010-100) -- GILEAD SCIENCES, INC -- RZ2025-0005 CITY OF FOSTER CITY PLANNING COMMISSION WHEREAS, on November 2, 2009, the City Council certified a Final Environmental Impact Report (EIR) for the Chess-Hatch Master Plan (“Approved Project”) and adopted a Mitigation Monitoring and Reporting Program (MMRP) through Resolution No. 2009-91 for the Project pursuant to the requirements of the California Environmental Quality Act (“CEQA”); and WHEREAS, the lead agency of Foster City (“City”) prepared an Addendum to the EIR to analyze the potential environmental impacts of changes to the Approved Project and the Initial Study/Addendum (First Addendum) was completed and adopted in 2013 by Resolution No. P-15-13; and WHEREAS, on September 3, 2013, the City Council approved an Ordinance approving an amendment to the Foster City Zoning Map and a GDP for the +/- 11.89 gross acres to change the zoning designation from M-1/PD (Light Industrial/Planned Development) to C-M/PD with a GDP to allow up to 800,000 SF of Office, Biotechnology, or Research and Development (R&D) uses (Ordinance 573); and WHEREAS, on February 14, 2025, Gilead Sciences, Inc. (“Applicant”) submitted a Preliminary Review (PR2025-0003) application for the proposed Gilead Campus Expansion project (“Project”) on the subject 11.87-acre property; and WHEREAS, subsequently, the Applicant submitted applications for: (i) an Environmental Assessment (EA2025-0001) to evaluate the potential environmental impacts of a proposed project; (ii) a General Development Plan (GDP) Amendment (RZ2025-0005) to amend the Chess Hatch GDP to remove office as a primary use and allow up to 800,000 SF or biotechnology and Research and Development (R&D) use; (iii) a Use Permit (UP2025-0012) to allow the construction of Phase 1, including an approximately 175,000 SF of R&D building with ancillary uses, and (iv) a Vesting Tentative Parcel Map Application relocating one (1) existing parcel line and documenting disposition of existing and created easements to facilitate the proposed project located at Chess Drive/Hatch Drive area; and WHEREAS, the Applicant requested to remove office use from the allowable uses, without changing the total developable square footage of 800,000 SF and will require the approval of an amendment to the Foster City Zoning Map to modify the previously approved GDP in the C-M/PD District with an amended GDP removing office as a primary use and updating associated exhibits to facilitate the Project; and Resolution No. P-07-26RZ2025-0005
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WHEREAS, the Applicant is requesting a reduced parking ratio of 1.2 space/1000 SF and a further reduction of 15% with an adequate transportation demand management (TDM) program; and WHEREAS, the Applicant submitted a parking study, parking memo and TDM program to support the reduced parking ratio for the project; and WHEREAS, pursuant to CEQA, the City prepared an Initial Study (“IS”) to analyze and disclose all potential environmental impacts associated with the Project; and WHEREAS, when a previously certified Environmental Impact Report (EIR) has been prepared, an addendum can be prepared to tier from the previous analysis if it meets CEQA Guidelines Section 15164; and WHEREAS, none of the conditions described in Public Resources Code Section 21166 or CEQA Guidelines Section 15162 calling for preparation of a subsequent environmental document have occurred; and WHEREAS, the IS is a project-level analysis and includes all applicable technical reports for the proposed Project and based on this analysis, it was determined that the Project did not meet the criteria in section 15162 of the CEQA Guidelines; and WHEREAS, for the above noted reasons, a Second Addendum to the Chess-Hatch Master Plan Environmental Impact Report (“Second Addendum”) was prepared; and WHEREAS, where appropriate, the Second Addendum evaluates new significance criteria using the environmental checklist questions in Appendix G of the 2025 CEQA Guidelines; and WHEREAS, full public involvement in the review of the Project has been ensured through duly noticed Planning Commission Study Sessions, public hearings and other means, including the following: On May 19, 2025, the City Council approved Task Order PLWS-2025-01 with Placeworks, Inc. to provide environmental review and documentation (Initial Study) for the Project. On June 16, 2025, a Gatekeeper Meeting was held at a City Council hearing to introduce the preliminary Project proposal, review the preliminary transportation study results, provide an overview of the anticipated environmental analysis and required studies, and seek input on the proposed Project and the associated environmental review. On December 4, 2025, Planning Commission Study Session #1 to formally introduce the Project and the requested entitlements and to seek public input. On February 5, 2026, Planning Commission Study Session #2 to respond to questions and comments presented by the Planning Commission on December 4, 2025, Study Session and to review next steps. On April 23, 2026, Planning Commission Study Session #3 to review and provide input on the Environmental Assessment and Fiscal Impact Analysis prepared for the Project.

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WHEREAS, the Planning Commission is required by state law to hold at least one (1) public hearing before recommending adoption of an amendment to the City’s Zoning Map and the current GDP; and WHEREAS, a Notice of Public Hearing was duly published on May 1, 2026, in San Mateo Daily Journal and May 6, 2026, in Foster City Islander for consideration of the Second Addendum and Project applications at the Planning Commission meeting of May 21, 2026; and on said date the Public Hearing was opened, held and closed; and WHEREAS, the Planning Commission reviewed the Second Addendum, all of the CEQA documents, staff reports, supplemental memorandums, and background reports on May 21, 2026, and all relevant evidence in the record and recommended City Council approval of the Second Addendum and MMRP to the Chess Hatch Master Plan EIR and addendum thereto, for the proposed project, by the adoption of Resolution P-06-26; and NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Foster City finds that the above recitals are true and correct and material to this Resolution, and in making its findings, the Planning Commission relied upon and hereby incorporates by reference all correspondence, staff reports, and other related materials from the May 21, 2026 public hearing finds: 1. Pursuant to Foster City Municipal Code Section 17.36.030.E, the Planning Commission finds that: a. The planned development complies with the applicable provisions of the adopted city general plan, because it is consistent with General Plan goals and policies, including LUC-C-9 Parcels Adjacent to Waterways, LUC-C-12-a Periodic Monitoring of Land Uses Throughout the City, LUC-C-13 Conformance with Chapter 17.68, LUC-D-1 Meeting Commercial and Industrial Land Use Needs, LUC-D-9 Design Review of Commercial and Industrial Projects, LUC-D-10 Health and Safety Performance Standards for Industrial and Commercial Activities, LUC-D-11 Businesses Using Hazardous Materials, LUC-E-5 Access to New Commercial and Industrial Projects, LUC-F-1 Traffic Level of Service Standards, LUC-F-3 Employer-based Trip Reduction, LUC-G Provide Adequate Parking, LUC-G-1 Parking and Internal Circulation in Project Design, LUC-G-5 Bicycle Parking, LUC-H-2 Reduce GHG Emissions, LUC-H-5-a Tree and Landscape Program, LUC-K-1 Redevelopment Opportunities, and LUC-K-2 Consistency with City’s Infrastructure. b. The planned development complies with the city’s applicable objective design and development standards because the Project was evaluated and found consistent with the provisions of applicable FCMC regulations and Chess Hatch Design Principles, incorporating proper site planning and architectural design per LUC-B, and would not result in more visual impacts in the Second Addendum as it pertains to building design (i.e., massing and glare) and operations than the certified EIR. In particular, the Phase 1 building would be a two-story lab building in the middle of the overall project site to accommodate large equipment for intended tasks and is proposed to be built in the middle of the project site to reduce vibration/noise impacts from the roadways. The building would be solid and rectangular in form so that the floor plates are similar in size and the curves, angles, arcades and cantilevers would act as Resolution No. P-07-26RZ2025-0005
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punctuation to the overall design. Future Phase 2 will feature two taller signature buildings acting as bookends to define the campus edges and reinforce its identity, including an eight-story gateway building at the intersection of Foster City Boulevard and Chess Drive will mark the campus arrival. The Project, as conditioned, shall incorporate architectural screening for the Phase 2 parking structure to ensure appropriate shielding from city gateways. Furthermore, Phase 2 R&D buildings would be required to continue to implement mitigation measure VIS-1a and VIS-1b along with conditions of approval that would require project-specific design review at time of proposal. Furthermore, the Project is proposing development standards included in Exhibit A to support the development of the site. c. Utility and service providers have verified that the proposed facilities will meet the needs of the population densities and land uses proposed. The Water Supply Assessment was provided by the applicant and reviewed by Estero Municipal Improvement District. As part of the environmental assessment, a Utility Impact Study was also prepared to confirm EMID’s existing sewer system has the capacity to support both Phase 1 and Phase 2 of the proposed Project and future cumulative conditions and if any repairs to the system would be necessary to accommodate the proposed project plus future cumulative conditions. d. The proposed ratios for off-street parking are consistent with the parking regulations of the city, as provided in Chapter 17.62 because FCMC Section 17.36.060 allows for deviation from parking standards based on (1) parking analysis and (2) transportation systems management plan (TSM)/travel demand management (TDM) program. The Applicant has provided the required parking study pursuant to Section 17.36.060 demonstrating how and why the proposed parking ratio of 1.2 spaces per 1,000 SF would work with the new campus, and was made part of the record. The Applicant also submitted a TDM Plan (Exhibit C-1) employing all of the amenities and incentives known to reduce single-occupancy vehicle trips to the campus. The parking analysis includes a parking demand study that demonstrates that the demand for the proposed use is less than the minimum off-street parking otherwise required per the Code as indicated by collecting parking data from a similar campus (South Campus) at the main Gilead campus. Staff will continue to be monitored through the implementation of the TDM program. BE IT FURTHER RESOLVED that the Planning Commission of the City of Foster City hereby recommends City Council approval of an ordinance amending the Foster City Zoning Map to modify the previously approved GDP for an approximately 11.87-acre land known as Chess Hatch Master Plan located at 1155-1159, 1161-1169, and 1175-1191 Chess Drive in the C-M/PD (Commercial Mix/Planned Development Combining) District with an amended GDP removing office as a primary use and updating associated exhibits to facilitate the proposed Gilead Campus Expansion Project (APNs: 094-010-500, 094-010-510, 094-010-100) as shown on Exhibits A, B, C-1, D and E of this Resolution, attached hereto and incorporated herein and subject to the conditions of approval as shown on Exhibit C, attached hereto and incorporated herein.

Resolution No. P-07-26RZ2025-0005
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PASSED AND ADOPTED by the Planning Commission of the City of Foster City at a Regular Meeting thereof held on May 21, 2026, by the following vote:AYES, COMMISSIONERS: Jagtiani, Kenkre, Stoveland, and Chair PedroNOES, COMMISSIONERS:ABSTAIN, COMMISSIONERS:ABSENT, COMMISSIONERS: Haddad________________________________ ROBERT PEDRO, CHAIRMANATTEST:______________________________SOFIA MANGALAM, SECRETARY

Resolution No. P-07-26RZ2025-0005
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EXHIBIT A – GENERAL DEVELOPMENT STANDARDS AMENDED GENERAL DEVELOPMENT PLAN FOR FOR THE GILEAD CAMPUS EXPANSION MASTER PLAN PROJECT (FORMERLY CHESS HATCH MASTER PLAN) APNs: 094-00-500, 094-00-510, 094-010-100 Description: The CM/PD (Commercial Mix/Planned Development) District of the ±11.87-acre lands bounded by Foster City Boulevard, Chess Drive, Foster City Lagoon and State Route 92 (APN: 094-010-100, -500, -510). The project site contains a General Development Plan to allow up to 800,000 square feet of biotechnology or research and development uses, a multi-story parking structure and at-grade parking lots in two phases; accessory uses, such as commercial, industrial or light assembly uses which are incidental or supportive to the primary biotechnology or research and development uses; or other uses which, in the opinion of the planning director, are similar to and no more offensive than the above-listed uses; with up to 5,000 square feet of the total Project square footage to be used for retail, restaurant or other business-supporting ancillary commercial amenities; except that the following uses are excluded: housing, schools, day care, and other uses primarily serving children. GILEAD CAMPUS EXPANSION MASTER PLAN Zoning C-M/PD (Commercial Mix/Planned Development)Uses Permitted Uses:Research and Development and ancillary office use; Up to 5,000 square feet of business-supporting ancillary use. Prohibited Uses Housing, schools, day care, and other uses primarily serving children. Site Development StandardsFront Setback along Chess Drive 30 feetSetback along Foster City Blvd 20 feetSetback along HWY 92 20 feetSetback along City lagoon 20 feetSide Setback for Parcel 3 (North of the site)20 feetMax Height 190 FeetMassing Step down in height from north to south (Foster City lagoon to Foster City Blvd) to create a gradual transition in scale.Max FAR (Full Build-Out) 1.55Parking Ratio 1.2 Spaces/1,000 SF for R&Dwith 15% reduction for TDM plan (see Note) Other standardsGateway Landscape Area and public-facing amenityCorner of Chess Drive and Foster City BoulevardActivation of Foster City Lagoon Onsite lagoon edge, in northwest direction. Note: Parking Ratio pursuant to approved parking reduction study and TDM plan (Exhibit C-1) Resolution No. P-07-26RZ2025-0005
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EXHIBIT B: PHASING The project includes two (2) development phases: Phase 1: Construction of up to a maximum 200,000-square-foot square feet, two-story research and development lab building with ancillary office uses and surface parking. Phase 2: Construction of up to 600,000 square feet of R&D uses and a multi-story parking structure. Maximum 800,000, total campus square footage. Remaining square footage from Phase 1 may be utilized for Phase 2.

The site layout is provided to generally depict phasing, building placement, gateway landscape area, and lagoon-edge activation, as follows:oMassing.Buildings to visually step down from north to south (Foster City lagoon to Foster City Blvd). oGateway Landscape Area and public-facing amenity [1].On the corner of Chess Drive and Foster City Boulevard, the project shall include an onsite public-facing amenity, in addition to landscaping. Refer to Condition No. 9 of Exhibit C.oActivation of Foster City Lagoon [2].The project shall incorporate an activated lagoon edge along the Foster City lagoon through enhanced landscaping and site design that responds to the area adjacent to the lagoon. This may include a pathway or other similar usable outdoor area to be utilized by Gilead employees. Final design shall be subject to the review and approval of the Community Development Director. Refer to Condition No. 13 of Exhibit C. oGarage:Garage structure shall not front Chess Drive. 1 2
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EXHIBIT C: CONDITIONS OF APPROVAL 1. A use permit(s) shall be issued prior to development of any new buildings/structures pursuant to Foster City Municipal Code Section 17.36.040, as amended. 2. An application for a use permit shall include and be accompanied by a specific development plan pursuant to FCMC Section 17.36.050, as amended. 3. Compliance with MMRP. In all phases of the project, the Project applicant shall comply with the Mitigation Monitoring and Reporting Program (MMRP) adopted with Gilead Campus Expansion Master Plan Project Addendum on _____ by City Council (Reso. No. _____). 4. Transportation Demand Management (TDM) Plan. A fifteen percent (15%) reduction in required parking will be permitted in accordance with the implementation of the Transportation Demand Management (TDM) Plan on file (Exhibit C-1 of this GDP Ordinance ___), and in accordance with the Parking Agreement with the City, and shall be maintained for the life of the project. In addition, the parking ratio for R&D in the Gilead Sciences Campus Expansion Master Plan Project will be 1.2 spaces per 1,000 square feet of Research and Development space. The applicant shall provide annual compliance reports to the CDD Director. 5. Unless expressly provided otherwise in the PD zoning ordinance, the general provisions of the city zoning ordinance which apply to all zones also apply to PD districts. 6. The Use Permit (UP2025-0012) associated with the implementation of the Gilead Campus Expansion Master Plan Project includes a Vesting Tentative Map (RS2025-0002). Pursuant to Section 16.32.050, as amended, a Vesting Tentative Map shall be valid for period of twelve (12) months. Therefore, the Use Permit shall expire twelve (12) months from the date of approval or conditional approval by the Planning Commission. Such approval or conditional approval may be extended for a period not to exceed two additional years by the planning commission upon written request, providing such request is made prior to the expiration of the one-year approval or conditional approval period, per Section 16.32.050, as amended. 7. Amendments. A. Changes in the Gilead Campus Expansion Master Plan Project General Development Plan shall be considered the same as changes in the zoning map and shall be made in accordance with the procedures set forth in Chapter 17.74, as amended. B. Changes to the Use Permit (UP2025-0012) shall be made in accordance with the procedures set forth in Chapter 17.06, as amended. 8. Hazardous Materials List. The Project applicant shall provide the Community Development Director and Fire Chief a Hazardous Materials Business Plan (HMBP) indicating handling and transporting of materials and spills prevention and response plan; and a hazardous materials list of all hazardous materials used on site prior to Certificate of Occupancy (of Phase 1 and Phase 2). If new hazardous materials not on the list are utilized onsite, the applicant shall provide the Community Development Director and Fire Chief, an updated HMBP and hazardous materials list, for the life of the project.

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Phase 1: 9. Prior to Certificate of Occupancy, the Project applicant shall submit a design concept and site layout for the public-facing amenity open space (‘Gateway Landscape Area’) to be located at the corner intersection of Foster City Boulevard and Chess Drive. In addition to landscaping, the design concept shall include signage and physically permanent interactive amenities that connect the public realm with the open space and/or include other visual interest elements. The final concept and site layout shall be reviewed and approved by the Community Development Director. Phase 2: 10. Circulation Analysis. Prior to approval of Phase 2 development by the Planning Commission or appropriate decision-making body, the applicant shall retain a qualified professional to conduct an on-site circulation analysis to confirm the proposed site ingress/egress locations are adequate. The analysis shall identify any necessary modifications to improve site circulation. The analysis shall also identify any necessary modifications, including potential relocation of driveways or implementation of turning restrictions on the westernmost driveway on Chess Drive. The analysis shall be reviewed by the City Engineer and the applicant shall make any modifications determined by the City Engineer to be necessary to improve circulation at ingress/egress locations. 11. Garage Screening. The Project applicant shall incorporate façade screening into the design of the multi-story parking structure. The parking structure screening shall be of compatible materials (in terms of color palette and materiality of Phase 1 and Phase 2 buildings) and screen openings on the parking structure’s façades such that no vehicles are visible from any floors when viewed from Foster City Boulevard or Highway 92. 12. Garage Location. At no time shall the parking garage structure be placed fronting Chess Drive. 13. Enhance lagoon edge on Project site. The final concept will be reviewed and approved by the Community Development Director with the Phase 2 Use Permit. After issuance of Building Permit for construction but prior to Certificate of Occupancy of first Phase 2 building, the Project shall incorporate design features to treat the lagoon edge. This may include a pathway or other similar usable outdoor area to be utilized by Gilead employees. 14. Public Improvements. a. Traffic Impact Analysis. Prior to approval of any subsequent phases of development (Phase 2), the applicant shall conduct a subsequent Traffic Impact Analysis utilizing LOS and ensuring the Project does not incur an additional 4 second delay or greater at any of the following intersections that is operating unacceptably without the Project per adopted Foster City Land Use and Circulation Element dated February 1, 2016. 1. Foster City Boulevard/Vintage Park Drive-Chess Drive 2. Vintage Park Drive/Chess Drive 3. SR 92 WB Ramps/Chess Drive 4. Foster City Boulevard/Chess Drive 5. SR 92 EB Ramps/Metro Center Boulevard 6. Foster City Boulevard/Metro Center Boulevard Resolution No. P-07-26RZ2025-0005
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If a 4 second delay or greater is identified, physical improvements to the intersections may be necessary to minimize intersection delays caused by the Project. Any improvements, if needed, would be the responsibility of the applicant to install and in proportion to the Project's fair share contribution to the delay. If Foster City adopts a new Land Use Circulation Element prior to Phase 2, the project will be subject to the new Element. 15. Signage. New onsite signs shall follow the sign review process in Section 17.59.040, as amended, of the Municipal Code. 16. Tree Removal and Site Disturbance. Prior to tree removal of ground disturbance, whichever occurs first, that may directly or indirectly affect nesting raptors and other protected avian species shall be timed to avoid the breeding and nesting seasons (February 1 through August 31). If construction activities must occur during the breeding and nesting season, a qualified biologist shall conduct pre-construction surveys for nesting raptors and other protected avian species within 300 feet of the proposed construction activities. Pre-construction surveys should be conducted no more than seven (7) days prior to the start of tree removal and/or the construction activities during the early part of the breeding season (February through April) and no more than 14 days prior to the initiation of these activities during the late part of the breeding season (May through August). If raptors or other protected avian nests are identified during the pre-construction surveys, the qualified biologist would notify the project proponent and an appropriate no-disturbance buffer would be imposed within which no construction activities or disturbance would take place (generally 300 feet in all directions for raptors; other avian species may have species-specific requirements) until the young of the year have fledged and are no longer reliant upon the nest or parental care for survival, as determined by a qualified biologist. If no raptors or other protected avian nests are identified during the pre-construction surveys, construction activities, including vegetation and/or tree removal, may proceed with measures/recommendations as determined by the qualified biologist.

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EXHIBIT C-1: TDM Plan

kimley-horn.com 4637 Chabot Drive, Suite 300, Pleasanton, CA 94588 925 398 4840 April 14, 2026 Lucerne Tsang Master Planning Gilead Sciences, Inc. 353 Vintage Park Drive Foster City, CA 94404 (transmitted via email) RE: Gilead Sciences Campus Expansion Project and New Chess Facility TDM Concept Final Letter Dear Ms. Tsang: Gilead is planning to submit a resubmission responding to the City of Foster City (City) incompleteness Letter #1 for EA2025-0001, RZ2025-0005, UP2025-0012 Application for General Development Plan Amendment and Use Permit for Gilead Campus Expansion and New Chess Facility. Gilead Campus Expansion Project is one single development project with two phases on the Chess Hatch Property in Foster City, CA. The site is bounded by Chess Drive to the north, Foster City Boulevard to the west, SR-92 to the south and Central Lake to the east. The existing office park consisted of 12 buildings. The project proposes to demolish the existing buildings and construct a biotechnology research and development building (New Chess Facility) up to 200,000 square feet as Phase 1 of the project. Phase 2 would consist of additional building up to a maximum of approximately 600,000 square feet, together with a multi-story parking garage. As part of the update submission, Gilead would like to submit a concept plan for the Transportation Demand Management (TDM) to the City. The concept plan for the TDM would tier off of the existing TDM plan prepared for the Gilead Sciences Integrated Corporate Campus Master Plan. Through this TDM, all Gilead employees are provided amenities that help to reduce single-occupancy vehicle trips, and therefore these amenities would also be provided to the employees for the Gilead Campus Expansion Project and New Chess Facility. As Gilead employees, employees of the project will have access to the multitude of amenities provided at the new Chess Hatch campus and throughout the Gilead Sciences Campus, which is summarized in Table 1. John Chu (650-522-5430, [email protected]) is the current Integrated Corporate Campus TDM Coordinator and will also be the TDM Coordinator for the Chess Hatch campus.As required for new projects in San Mateo County, the City/County Association of Governments of San Mateo County (C/CAG) has a TDM checklist that is required for the project. Attachment A includes the C/CAG TDM checklist. The list above provides additional information to support the TDM measures included in the checklist.

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kimley-horn.com 4637 Chabot Drive, Suite 300, Pleasanton, CA 94588 925 398 4840 Table 1: TDM Amenities for Chess Hatch Campus Employees # C/CAG # TDM Amenity Description Location (Distance*) 1 M3 TDM Coordinator John Chu (650-522-TDM Coordinator. - 2 M8 Secure bicycle storage On-site bicycle racks and bicycle lockers. The number of each bicycle parking type and locations will be determined at a future date. These facilities would be in addition to the bicycle storage that is provided throughout the campus. Chess Hatch Campus 3 M25 Shower, lockers and changing rooms On-site showers, lockers, and changing rooms. The number of each facility type and location will be determined at a future date. These facilities would be in addition to the showers, lockers, and changing rooms that are provided throughout the Gilead Sciences campus. Chess Hatch Campus 4 M4 Commuter shuttle Regional Commute.org shuttle program provides stops across Foster City. Commute.org operates 20-passenger shuttle buses on 45-minute to 60-minute headways. 1149 Chess Drive (300 feet) Gilead Integrated Campus Building 357 (0.40 miles) Building 303 (0.45 miles) Building 324 (0.47 miles) Building 300 (0.58 miles) 5 M4 The Guaranteed Ride Home Program Gilead full-time employees, including the employees of the project, may use this service up to five times per year and refund 100 percent of their emergency ride costs. Contract employees also have a Guaranteed Ride Home Program offered by Commute.org. Chess Hatch Campus 6 M6, M7 Commuter Subsidy Program Available to full-time employees that are interested in using an alternative transportation mode, including the employees of the project. Employees can receive up to $100 monthly towards their transit or vanpool cost if they meet the program requirements. The transit subsidy can even be used by employees who use these public transportation options to connect with a Gilead commuter bus. The approved transportation modes are (BART, Caltrain, Registered Vanpool, SamTrans, AC Transit, VTA Bus, and Crowd-funded public shuttles) These subsidies go above and beyond the measures listed for M6 (Transit or Ridesharing Pass/Subsidies) and M7 (Pre-Tax Transportation Benefits) in the C/CAG TDM checklist. Chess Hatch Campus *Straight-line distance provided if not located at the Chess Hatch Campus.

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kimley-horn.com 4637 Chabot Drive, Suite 300, Pleasanton, CA 94588 925 398 4840 Table 1: TDM Amenities for Chess Hatch Campus Employees (continued) # C/CAG # TDM Amenity Description Location (Distance*) 7 M26 ATM ATMS (Wells Fargo) are located throughout the Gilead Integrated Campus. There are other ATMs located within walking distance) of the project site that are not on the Gilead Integrated Campus. Citibank (0.20 miles) Bank of America (0.33 miles) Gilead Integrated Campus Building 309 (0.32 miles) Building 333 (0.40 miles) Building 303 (0.45 miles) Building 300 (0.58 miles) 8 M26 Food Offering Access Vending machines in the break room will be provided with the project. hours the cafeteria is closed. Vending machines (Chess Hatch Campus) Gilead Integrated Campus Building 333 (0.40 miles) 9 M26 Dry cleaning services Dry cleaning services provided by PurpleTie are offered to Gilead employees. There will be a drop-off location included with the project. Chess Hatch Campus 10 M26 Exercise facilities Exercise facilities are provided to Gilead employees via ClubG. Gilead Integrated Campus Building 305 (0.38 miles) 11 M26 Childcare facilities Childcare facilities are provided to Gilead employees via Bright Horizons. Gilead Integrated Campus Building 301 (0.49 miles) 12 M20 Commuter long haul bus services Commuter Long-haul Bus service, with multiple routes and schedules, is provided for Gilead employees, including for this project. Gilead Integrated Campus Building 303 (0.45 miles) 13 M12 Flexible working schedule Flexible work schedules are allowed for Gilead employees, including for this project. Gilead offers a corporation-wide flexible working policy. Employees may work from home on certain days of the week. Chess Hatch Campus *Distance provided if not located at the Chess Hatch Campus

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kimley-horn.com 4637 Chabot Drive, Suite 300, Pleasanton, CA 94588 925 398 4840 Since the above amenities are provided to all Gilead employees, including employees of the project, the New Chess Facility would qualify for providing these TDM measures and are included in the C/CAG TDM checklist. With the TDM measures shown in the TDM Checklist, the New Chess Facility would expect a total trip reduction of 52 percent. This approximately 50 percent trip reduction would exceed the target trip reduction of 35 percent for a transit proximate project (project located within 0.5 miles to 3 miles from a high quality transit service).Table 2 summarizes the proposed parking requirements for Phase 1 of the Project, as the size for full project buildout has not been finalized. The parking requirements were calculated based on the Foster City Municipal Code (FMC) 17.62.040.A and 17.62.100.H. Per FMC 17.62.060.D.3, a 15% program, which would also be implemented at this site. This results in a Phase 1 requirement of 152 spaces. Table 2: Parking Requirements Chess/Hatch Expansion (Phase 1) Building Use Total Size Building Use 85% Efficiency1 Gilead Integrated Campus Master Plan Rates2 Size Unit SizeUnit Requirement (spaces per 1,000 SF) Spaces Laboratory 174,785 square feet 148,567 square feet 1.2 178 TDM Reduction (15%)3-26 Phase I Required Spaces 152 1 85% Building Efficiency applied per FMC 17.62.040.A2 Proposed Gilead Integrated Campus Master Plan laboratory rates per FMC 17.62.100.H 3 15% TDM reduction per FMC 17.62.060.D.3 If you have any questions, please do not hesitate to give me a call at 385-420-0078 or email me at [email protected]. Sincerely, Elizabeth Chau, P.E. California Professional Engineer #C86622 Attachments: Attachment A C/CAG TDM Checklist

Resolution No. P-07-26RZ2025-0005
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EXHIBIT D: LEGAL DESCRIPTIONS Real property in the City of Foster City, County of San Mateo, State of California, described as follows: PARCEL 1: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED "TRACT NO. 820 FOSTER CITY INDUSTRIAL PARK NO. 1 IN UNINCORPORATED TERRITORY SAN MATEO COUNTY, CALIFORNIA", FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA, ON JANUARY 15, 1964 IN BOOK 59 OF MAPS AT PAGE(S) 35, 36 AND 37.APN: 094-010-100 PARCEL 2: ALL OF PARCEL A, AS SAID PARCEL IS DELINEATED AND SO DESIGNATED UPON THAT CERTAIN MAP ENTITLED, "PARCEL MAP 11-73, IN THE INCORPORATED TERRITORY OF THE CITY OF FOSTER CITY, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, BEING A RESUBDIVISION OF LOTS 8, 9, 10, 11 & 12 AS SHOWN ON TRACT MAP NO. 820, FOSTER CITY INDUSTRIAL PARK NO. 1, RECORDED IN VOLUME 59 OF MAPS PAGES 35, SAN MATEO COUNTY RECORDS AND ALSO BEING A RESUBDIVISION OF A PORTION OF PARCEL "A", TRACT NO. 801, FOSTER CITY NEIGHBORHOOD NO. 1. UNIT NO. 1, RECORDED IN VOLUME 57 OF MAPS AT PAGES 32 TO 41, SAN MATEO COUNTY RECORDS, FOSTER CITY SAN MATEO CO. CALIFORNIA", FILED FOR RECORD DECEMBER 10, 1973, AND RECORDED IN BOOK 23 OF PARCEL MAPS AT PAGE 8, RECORDS OF SAID SAN MATEO COUNTY. PARCEL 3: ALL OF PARCEL "B", AS SAID PARCEL IS DELINEATED AND SO DESIGNATED UPON THAT CERTAIN MAP ENTITLED, "PARCEL MAP 11-73, IN THE INCORPORATED TERRITORY OF THE CITY OF FOSTER CITY, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, BEING A RESUBDIVISION OF LOTS 8, 9, 10, 11 & 12 AS SHOWN ON TRACT MAP NO. 820, FOSTER CITY INDUSTRIAL PARK NO. 1, RECORDED IN VOLUME 59 OF MAPS PAGE 35, SAN MATEO COUNTY RECORDS AND ALSO BEING A RESUBDIVISION OF A PORTION OF PARCEL 'A' TRACT NO. 801, FOSTER CITY NEIGHBORHOOD NO. 1, UNIT NO. 1, RECORDED IN VOLUME 57 OF MAPS AT PAGES 32 TO 41, SAN MATEO COUNTY RECORDS, FOSTER CITY, SAN MATEO COUNTY, CALIFORNIA", FILED FOR RECORD DECEMBER 10, 1973, AND RECORDED IN BOOK 23 OF PARCEL MAPS AT PAGE 8, RECORDS OF SAID SAN MATEO COUNTY. APN(S): 094-010-500 AND 094-010-510 Resolution No. P-08-26 RZ2025-0005
1 RESOLUTION NO. P-08-26 RESOLUTION OF THE PLANNING COMMISSION APPROVING A SPECIFIC DEVELOPMENT PLAN/USE PERMIT TO ALLOW THE CONSTRUCTION OF PHASE 1 OF THE GILEAD CAMPUS EXPANSION PROJECT, INCLUDING AN APPROXIMATELY 175,000 SF RESEARCH AND DEVELOPMENT BUILDING (‘NEW CHESS FACILITY/B1165 BUILDING’) WITH ANCILLARY USES, LOCATED IN THE CHESS DRIVE/HATCH DRIVE AREA (APNs: 094-010-500, 094-010-510, 094-010-100) – GILEAD SCIENCES, INC. – UP2025-0012 CITY OF FOSTER CITY PLANNING COMMISSION WHEREAS, on February 14, 2025, Gilead Sciences, Inc. (“Applicant”) submitted a Preliminary Review (PR2025-0003) application for the currently proposed Gilead Campus Expansion project (“Project”) on the subject 11.87-acre property; and WHEREAS, subsequently, the Applicant submitted applications for: (i) an Environmental Assessment (EA2025-0001) to evaluate the potential environmental impacts of a proposed project; (ii) a General Development Plan (GDP) Amendment (RZ2025-0005) to amend the Chess Hatch GDP to remove office as a primary use and allow up to 800,000 SF or biotechnology and Research and Development (R&D) use; (iii) a Use Permit (UP2025-0012) to allow the construction of phase 1, including an approximately 175,000 SF of R&D building with ancillary uses, and (iv) a Vesting Tentative Parcel Map Application relocating one (1) existing parcel line and documenting disposition of existing and created easements to facilitate the proposed project located at Chess Drive/Hatch Drive area; and WHEREAS, the Applicant requested to remove office use from the allowable uses, without changing the total developable square footage of 800,000 SF and will require the approval of an amendment to the Foster City Zoning Map to modify the previously approved GDP in the C-M/PD District with an amended GDP removing office as a primary use and updating associated exhibits to facilitate the Project; and WHEREAS, pursuant to the CEQA, the City prepared an Initial Study (“IS”) to analyze and disclose all potential environmental impacts associated with the Project; and WHEREAS, when a previously certified Environmental Impact Report (EIR) has been prepared, an addendum can be prepared to tier from the previous analysis if it meets CEQA Guidelines Section 15164; and WHEREAS, none of the conditions described in Public Resources Code Section 21166 or CEQA Guidelines Section 15162 calling for preparation of a subsequent environmental document have occurred; and WHEREAS, the IS is a project-level analysis and includes all applicable technical reports for the proposed Project and based on this analysis, it was determined that the Project did not meet the criteria in section 15162 of the CEQA Guidelines; and WHEREAS, for the above noted reasons, a Second Addendum to the Chess-Hatch Master Plan Environmental Impact Report (“Second Addendum”) was prepared; and WHEREAS, where appropriate, the Second Addendum evaluates new significance criteria using the environmental checklist questions in Appendix G of the 2025 CEQA Guidelines; and Resolution No. P-08-26 RZ2025-0005
2 WHEREAS, full public involvement in the review of the Project has been ensured through duly noticed Planning Commission Study Sessions, public hearings and other means, including the following: On May 19, 2025, the City Council approved Task Order PLWS-2025-01 with Placeworks, Inc. to provide environmental review and documentation (Initial Study) for the Project. On June 16, 2025, a Gatekeeper Meeting was held at a City Council hearing to introduce the preliminary Project proposal, review the preliminary transportation study results, provide an overview of the anticipated environmental analysis and required studies, and seek input on the proposed Project and the associated environmental review. On December 4, 2025, Planning Commission Study Session #1 to formally introduce the Project and the requested entitlements and to seek public input. On February 5, 2026, Planning Commission Study Session #2 to respond to questions and comments presented by the Planning Commission on December 4, 2025, Study Session and to review next steps. On April 23, 2026, Planning Commission Study Session #3 to review and provide input on the Environmental Assessment and Fiscal Impact Analysis prepared for the Project. WHEREAS, the Planning Commission is required by state law and Foster City Municipal Code Section 17.06.120 to hold at least one (1) public hearing before granting or denying a use permit; and WHEREAS, a Notice of Public Hearing was duly published on May 1, 2026, in San Mateo Daily Journal and May 6, 2026, in Foster City Islander for consideration of the Second Addendum and Project applications at the Planning Commission meeting of May 21, 2026; and on said date the Public Hearing was opened, held and closed; and WHEREAS, the Planning Commission reviewed the Second Addendum, all of the CEQA documents, staff reports, supplemental memorandums, and background reports on May 21, 2026, and all relevant evidence in the record and recommended City Council approval of the Second Addendum and Mitigation Monitoring and Reporting Program (MMRP) to the Chess Hatch Master Plan EIR and addendum thereto, for the Project, by the adoption of Resolution P-06.26. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Foster City finds that the above recitals are true and correct and material to this Resolution, and in making its findings, the Planning Commission relied upon and hereby incorporates by reference all correspondence, staff reports, and other related materials from the May 21, 2026 public hearing finds: 1. Pursuant to Foster City Municipal Code (FCMC) Section 17.36.040, the Planning Commission finds that: a. The Project conforms to the applicable provisions of the adopted General Plan of the City because it includes an expansion of the Gilead campus (‘Gilead Campus Expansion’) totaling approximately 800,000 SF designated for research and development uses, resulting in an Floor Area Ratio (FAR) of approximately 1.55, consistent with the Chess/Hatch Research Office designation. Furthermore, the Project complies with the General Plan land use goals and policies such as LUC-C--C-12-c Monitoring of Land Uses Throughout the City, LUC-C--D- Resolution No. P-08-26 RZ2025-0005
3 -D-of Commercial and Industrial Projects, LUC-D-Standards for Industrial and Commercial Activities, LUC-D-Hazardous Materials, LUC-E-LUC-F-1 Traffic Level of Service Standards, LUC-F--based Trip Reduction, LUC--G-Circulation in Project Design, LUC-G--H-Emissions, LUC-H-5--K-Opportunities, and LUC-K-; and b. The Project is consistent with the proposed General Development Plan (“GDP”) as the research and development (“R&D”) use is consistent with the proposed GDP for this C-M/Planned Development district; and c. The Applicant is seeking approval of a Specific Development Plan/Use Permit (“Use Permit”) for Phase 1 for an approximately 175,000 SF two-story (and penthouse) building and surface parking. A Use Permit is required to be consistent with the GDP as required by FCMC Section 17.36.040, and includes the enumerated components in FCMC Section 17.36.050.B, including a Site Plan showing vehicular/pedestrian/bicycle circulation, parking areas and proposed parking ratio, landscaped areas, placement of all proposed buildings and structures, building setbacks, elevations, and materials, and colors. 2. Pursuant to Foster City Municipal Code Section 17.06.070, the Planning Commission hereby finds that establishment, maintenance or cooperation of the use applied for, under the circumstances of the particular case, will not be detrimental to the health, safety, morals, comfort and general welfare of the persons residing or working in the neighborhood of such proposed use or it will not be injurious or detrimental to property and improvements in the neighborhood or general welfare of the city because: The Land Use Map of the General Plan designates the use of the subject site as “Research/Office Park” and the proposed R&D use is consistent with the allowable Land Use Category. The proposed redevelopment of the subject site includes an approximately 175,000-square-foot R&D building and is consistent with the General Plan Land Use and Circulation Element; The subject site is zoned C-M/PD and allows for the R&D use; On-site circulation and parking are suitable and adequate to carry anticipated traffic generated by the project; Existing and proposed utility services and facilities and other public improvements such as fire and police protection; school services; open space and recreation; water supply; wastewater treatment; solid waste and electricity, gas and telecommunications are adequate for the proposed development; The Project will be required to meet all Fire Department and Fire Code requirements and will not reduce the ability of the Foster City Fire Department to meet existing performance standards or exceed the capabilities of the existing or planned staffing levels; and The Project will continue to promote local employment opportunities for Foster City residents per General Plan Goal LUC-C. BE IT FURTHER RESOLVED, the Planning Commission hereby approves a Specific Development Plan/Use Permit to allow the construction of Phase 1 of the Project, including an approximately 175,000 square foot R&D building (New Chess Facility/B1165 Building) with ancillary uses, located in the Chess Hatch Drive Area (APNs: 094-010-500, 094-010-510, 094-010-100), consistent with the Project Plans for Phase 1 attached hereto Resolution No. P-08-26 RZ2025-0005
4 and subject to the conditions of approval attached hereto as Exhibit B and contingent upon the City Council approval of the GDP. PASSED AND ADOPTED by the Planning Commission of the City of Foster City at a Regular Meeting thereof held on May 21, 2026, by the following vote:AYES, COMMISSIONERS: Jagtiani, Kenkre, Stoveland, and Chair PedroNOES, COMMISSIONERS:ABSTAIN, COMMISSIONERS:ABSENT, COMMISSIONERS: Haddad________________________________ ROBERT PEDRO, CHAIRMANATTEST:______________________________SOFIA MANGALAM, SECRETARY

Resolution No. P-08-26 RZ2025-0005
5 EXHIBIT A PLANS

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK.BY APP.DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
E

03.06.26 G-001
63JYZZ01

COVER SHEET
DGA
DGA
DGA
DGA

BM JR MD
DGA
550 ELLIS ST.

MOUNTAIN VIEW, CA
94043
TEL. 650.943.1660

BKF ENGINEERS
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

PETERSEN STUDIO
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

SALAS O'BRIEN
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

BM JR MD
GILEAD B1165
USE PERMIT: UP 2025-0012
MARCH 06, 2026

BM JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26
E USE PERMIT 03.06.26

BM JR MD

PROJECT SITE

PROJECT SITE
PROPOSED PROJECT: NEW CHESS FACILITY (NCF) B1165
PROPOSED ADDRESS NCF: 1165 CHESS DRIVE, FOSTER CITY, CA 94404 LAND USE CODE: CHESS / HATCH OFFICE RESEARCH
ZONING CLASS: C-M / PD
ZONING DESCRIPTION: COMMERCIAL MIX DISTRICT / PLANNED DEVELOPMENT COMBINING DISTRICT SITE:

ASSESSOR'S PARCELS: 094-00-500, 094-010-510, 094-010-100 EXISTING PARCEL AREA:

BUILDING AREAS:

EXISTING BUILDINGS (GSF):

PROPOSED BUILDING (GSF):

BUILDING HEIGHT:

STORIES: 2 STORIES
TOP OF PARAPET: 47'-0"
TOP OF ROOF SCREEN: 60'-0"
SITE COVERAGE:

BUILDING FOOTPRINT:

SITE AREA:

SITE COVERAGE: 40%
FLOOR AREA RATIO: .75
PERVIOUS & IMPERVIOUS AREAS:

IMPERVIOUS AREA:

PERVIOUS AREA:

LIMIT OF WORK:
(AREA OF PARCEL 2 WITH PROPOSED PARCEL LINE)
(INCLUDES PARCEL 2, PARCEL 3 AND PORTION OF PARCEL 1)
233,915 SF
133,293 SF
64%
36%
(TO BE DEMOLISHED)
(TO BE DEMOLISHED)
(TO REMAIN)
PROPOSED PARCEL AREA:

EXISTING ADDRESS: 1155, 1157, 1159, 1161, 1163, 1165, 1167, 1169, 1175, 1181, 1185, 1191 CHESS DRIVE, FOSTER CITY, CA 94404
(AREA OF BUILDING PROJECTION ON SITE)
( 174,850 SF / 232,131 SF )
( 92,941 SF / 232,131 SF )
CONSTRUCTION TYPE: TYPE V-B
OCCUPANCY GROUPS: B, F-1, S-1, A-3 (ACCESSORY), H3/H4 (ACCESSORY)

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK.BY APP.DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
12" = 1'-0"
E

03.06.26 G-002
63JYZZ01

PROJECT DATA AND SHEET INDEX
Checker
Approver
Author
Designer

DRAWING
NO. DRAWING NAME
USE PERMIT - 01.24.25
USE PERMIT - 04.30.25
USE PERMIT - 10.10.25
USE PERMIT - 01.30.26
USE PERMIT - 03.06.26

GENERAL
G-001 COVER SHEET ■ ■ ■ ■ ■
G-002 PROJECT DATA AND SHEET INDEX ■ ■ ■ ■ ■
G-101 SITE PLAN - PROPOSED BUILDING LOCATION ■ ■ ■ ■ ■

ARCHITECTURAL SITE
AS-100 EXISTING SITE PLAN, OVERALL ▲ ■ ■ ■
AS-101 PROPOSED SITE PLAN, OVERALL ■ ■ ■ ■ ■
AS-102 ENLARGED SITE PLAN OF DOCK AREA AND ELEVATIONS OF TRASH

ENECLOSURE
▲ ■ ■
CIVIL
CUP1.00 EXISTING SITE PLAN ■ ■ ■ ■ ■
CUP1.01 PARCELIZATION PLAN ■ ■ ■ ■ ■
CUP4.00 FIRE ACCESS PLAN ■ ■ ■ ■ ■
CUP4.01 FIRE TRUCK TURN EXHIBIT ■ ■ ■ ■ ■
CUP5.00 GRADING AND DRAINAGE COMPLIANCE PLAN ■ ■ ■ ■ ■
CUP6.00 UTILITY PLAN ▲ ■ ■ ■
CUP7.00 TRUCK TURNING EXHIBIT ■ ■ ■ ■ ■
CUP7.01 TRUCK TURNING EXHIBIT ■ ■ ■ ■ ■
CUP7.02 GARBAGE TRUCK TURNING EXHIBIT ▲ ■ ■ ■

LANDSCAPE
L-000 LANDSCAPE GENERAL NOTES & SHEET INDEX ■ ■ ■ ■ ■
L-001 LANDSCAPE GENERAL NOTES ■ ■ ■ ■ ■
L-002 LANDSCAPE ABBREVIATIONS & SYMBOLS ■ ■ ■ ■ ■
L-003 LANDSCAPE PALETTES ■ ■ ■ ■ ■
L-004 LANDSCAPE PALETTES ▲ ■ ■
L-005 ILLUSTRATIVE PLAN & LANDSCAPE NARRATIVE ■ ■ ■ ■ ■ L-006 ILLUSTRATIVE PLAN AT DAY 1 ▲ ■ ■
L-060 TREE REMOVAL PLAN ■ ■ ■ ■ ■
L-061 TREE PROTECTION PLAN ■ ■ ■ ■ ■
L-100 LAYOUT PLAN ■ ■ ■ ■ ■
L-200 MATERIAL PLAN ■ ■ ■ ■ ■
L-300 GRADING & DRAINAGE PLAN ■ ■ ■ ■ ■
L-400 FURNISHING & LIGHTING PLAN ■ ■ ■ ■ ■
L-600 PLANTING PLAN ■ ■ ■ ■ ■
L-601 PLANTING PLAN ENLARGEMENT ■ ■ ■ ■ ■
L-901 PLANTING DETAILS ■ ■ ■ ■ ■
L-902 PLANTING DETAILS ■ ■ ■ ■ ■

ARCHITECTURAL
AE-101 FLOOR PLAN - LEVEL 1 ■ ■ ■ ■ ■
AE-102 FLOOR PLAN - LEVEL 2 ■ ■ ■ ■ ■
AE-103 FLOOR PLAN - ROOF LEVELS ■ ■ ■ ■ ■
AE-201 BUILDING ELEVATIONS ▲ ■ ■
AE-202 BUILDING ELEVATIONS ▲ ■ ■
AE-203 EXTERIOR MATERIALS ▲ ■ ■
AE-301 BUILDING SECTIONS ■ ■ ■ ■ ■
AE-401 AERIAL VIEW - LOOKING SOUTH ■ ■ ■ ■ ■
AE-402 AERIAL VIEW - LOOKING WEST ■ ■ ■ ■ ■
AE-403 PERSPECTIVE VIEW - LOOKING SOUTH ■ ■ ■ ■ ■
AE-404 PERSPECTIVE VIEW - LOOKING SOUTHEAST ▲ ■ ■

LIGHTING
EL-100 SITE LIGHTING PLAN ▲ ■ ■
EL-101 LIGHTING FIXTURE SCHEDULE ▲ ■ ■

DRAWING INDEXPROJECT DATAVICINITY MAP

LOCATION MAP

BM JR MD

DRAWING INDEX LEGEND
■ - DRAWING ISSUED
▲ - NEW DRAWING ISSUED

X - DRAWING REMOVED
PARCEL 1 3.978 acres 173,282 SF
PARCEL 2 5.329 acres 232,131 SF
PARCEL 3 2.559 acres 111,470 SF
TOTAL 11.867 acres
232,131 SF
367,208 SF
(E) PARCEL A 3.978 acres 173,282 SF
(E) PARCEL B 4.988 acres 217,277 SF
(E) LOT 7 2.900 acres 126,324 SF
TOTAL 11.867 acres
LEVEL 1 88,479
LEVEL 2 86,306
TOTAL 174,785
93,006 SF
PARCEL A 67,971
PARCEL B 82,882
LOT 7 40,654
TOTAL 191,507

BM JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26
E USE PERMIT 03.06.26
B1165

BM JR MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
1 : 2000
D

01.30.26 G-101
63JYZZ01

SITE PLAN - PROPOSED BUILDING

LOCATION
DGA
DGA
DGA
DGA

SC JR MD

PROPOSED
BUILDING 1165
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

SC JR MD

SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
(E)4"G
(E)4"G
(E)2"G
(E)4"G
(E)2"G (E)1.25"G
R= 931'
L= 54'
FWY
STOP
I

CHESS DRIVE
(E) LOT 7
(E) PARCEL B
(E) PARCEL A

EXISTING PROPERTY BOUNDARY

EXISTING PROPERTY BOUNDARY
FOSTER CITY BLVD.

HIGHWAY 92

EXISTING

TWO-STORY

BUILDING
1185

EXISTING

TWO-STORY

BUILDING
1191

EXISTING

TWO-STORY

BUILDING
1181

EXISTING

ONE-STORY

BUILDING
1169

EXISTING

ONE-STORY

BUILDING
1167

EXISTING

ONE-STORY

BUILDING
1165

EXISTING

ONE-STORY

BUILDING
1163

EXISTING

ONE-STORY

BUILDING
1161

EXISTING

TWO-STORY

BUILDING
1159

EXISTING

ONE-STORY

BUILDING
1157

EXISTING

ONE-STORY

BUILDING
1155

EXISTING

TWO-STORY

BUILDING
1175

SITE PLAN LEGEND - DEMO

PROPERTY LINE
LIMIT OF WORK BOUNDARY (L.O.W.)

EXISTING BUILDING TO BE

DEMOLISHED

EXISTING BUILDING TO REMAIN

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
D

01.30.26 AS -100
63JYZZ01

EXISTING SITE PLAN, OVERALL
DGA
DGA
DGA
DGA
PLAN

NORTH TRUE
NORTH

BM JR MD

BM JR MD
SCALE: 1" = 60'-0" 1 SITE PLAN - EXISTING CONDITIONS - USE PERMIT

EXISTING BUILDINGS

BUILDING
NUMBER

GROSS SQUARE

FOOTAGE FOOTPRINT (SF)

FOOTPRINT
(ACRE)
1175 14,033 11,411 0.26
1181 17,269 14,509 0.33
1185 19,305 16,865 0.39
1191 17,364 14,613 0.34
PARCEL A 67,971
1159 13,762 12,015 0.28
1161 9,360 9,360 0.21
1163 18,102 18,102 0.42
1165 12,693 12,693 0.29
1167 9,869 9,869 0.23
1169 19,096 19,096 0.44
PARCEL B 82,882
1155 32,035 32,035 0.74
1157 8,619 8,619 0.20
LOT 7 40,654
(E) PARCEL A 3.978 acres 173,282 SF
(E) PARCEL B 4.988 acres 217,277 SF
(E) LOT 7 2.900 acres 126,324 SF
TOTAL 11.867 acres

EXISTING SITE AREA

BM JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26 BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
EV
EV
EV
EV
EV
EV
BMP

SERVICE YARD

CHESS DRIVE
PROPOSED BUILDING 1165
PROPOSED PARCEL LINE 394.54'
DOCK
AREA

NEW PARKING
LOT
(PARCEL 3)

EXISTING SIDEWALK
MAIN

ENTRANCE
EXISTING PROPERTY BOUNDARY 801.63'
EXISTING PARCEL LINE 359.52'

EXISTING PROPERTY BOUNDARY
FOSTER CITY BLVD.

HIGHWAY 92
EXISTING PROPERTY BOUNDARY 929.05'

EXISTING TWO-STORY BUILDING
1185

EXISTING TWO-STORY BUILDING
1181

EXISTING TWO-STORY

BUILDING
1191
PARCEL 1
(PARCEL 2)
47' - 7"

DROP-OFF
20' - 0"
20' - 0"

EXISTING TWO-STORY

BUILDING
1175 2ND
FLOOR
ABOVE
EXISTING PROPERTY BOUNDARY 465.53'
EXISTING PROPERTY BOUNDARY 223.33'
________
AS-102
14 26' - 0"
1ST. FLR. BELOW
1ST FLR.
80' - 1"
1ST FLR.
56' - 4"
EVCS
ACC V
ACC V
ACC.

ACC.

ACC V EVCS
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVCS
EVCS
EVCS
EVCS
EVCS
20' SETBACK
20' SETBACK
30' SETBACK
20' SETBACK
1ST FLR.
65' - 5"
*MC
*MC

LTBP LTBP
STBP
ACC.

EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC

EVC EVC
EVC
EVC
EVC
EVC
EVC
EP
EP
EVCS
EVCS

ACC EVCS
149' - 7"
EVCS
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVCEVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC

SITE PLAN LEGEND

PROPERTY LINE

ACCESSIBLE PATH OF TRAVEL TO PUBLIC

RIGHT OF WAY AND TO ACCESSIBLE

PARKING STALLS
LIMIT OF WORK BOUNDARY (L.O.W.)
8' METAL PICKET SECURITY FENCE

FIRE TRUCK AERIAL ACCESS

FIRE TRUCK ROUTE

PARKING & LANDSCAPING TO BE BUILT AT A
LATER DATE AS DETERMINED BY GILEAD.

SEE SHEET L-006 ILLUSTRATIVE FOR INITIAL

TREATMENT

BUILDING DATA
PROPOSED BUILDING HEIGHT:

STORIES: 2
TOP OF PARAPET: 47'-0"
TOP OF ROOF SCREEN: 60'-0"
PROPOSED BUILDING AREAS (SF):
20' - 0"
2ND
FLOOR
ABOVE
EXISTING PROPERTY BOUNDARY 465.53'
EXISTING PROPERTY BOUNDARY 223.33'
2ND FLR.
61' - 2"

ACC EVCS
EVCS
EVC
EVC
EVC
EVC

ACC V EVCS
ACC V
ACC V
*MC
*MC
SEE SHEET L-006 FOR LANDSCAPE ILLUSTRATIVE PLAN
SEE SHEET CUP5.00 FOR GRADING AND DRAINAGE PLAN
ACC.

ACC.

EP
EP

LTBP LTBP
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVCS
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC
EVC

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK.BY APP.DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
E

03.06.26 AS-101
63JYZZ01

PROPOSED SITE PLAN, OVERALL
DGA
DGA
DGA
DGA
SCALE: 1" = 60'-0"2 SITE PLAN - PROPOSED - USE PERMIT
PLAN

NORTH TRUE
NORTH

BM JR MD

BM JR MD
SITE COVERAGE:

BUILDING FOOTPRINT:

SITE AREA:

SITE COVERAGE: 40%
FLOOR AREA RATIO: .75
(AREA OF PARCEL 2 WITH LOT LINE ADJUSTMENT)
PARKING ANALYSIS:
152
PARKING PROVIDED DAY 2 (FULL BUILD OUT)
PARCELS 2 & 3:

PERVIOUS & IMPERVIOUS AREAS:

IMPERVIOUS AREA:

PERVIOUS AREA:

LIMIT OF WORK: (INCLUDES PARCEL 2, PARCEL 3 AND
PORTION OF PARCEL 1)
TOTAL PARKING REQUIRED:

SITE DATA
367,208 SF
232,131 SF
93,006 SF
PARALLEL STALL 7
PERPENDICULAR STALL 145
DAY 2 152
DAY 2 PARKING BREAKDOWN - NON STANDARD STALLS
LONG TERM BICYCLE PARKING STALLS 20 (10 LOCKERS)
SHORT TERM BICYCLE PARKING STALLS 22 (11 RACKS)
LEVEL 1 88,479
LEVEL 2 86,306
TOTAL 174,785
233,915 SF
133,293 SF
64%
36%

BM JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26
E USE PERMIT 03.06.26

EXISTING
PERPENDICULAR STALL 133
ACC. ACCESSIBLE 2
ACC EVCS ACCESSIBLE EV CHARGING STATION 1
ACC V ACCESSIBLE VAN 2
ACC V EVCS ACCESSIBLE VAN CHARGING STATION 1
EVC EV CAPABLE 23
EVCS EV CHARGING STATION 2
EP EXPECTANT PARENT 2
*MC MOTORCYCLE 2
DAY 1 PARKING BREAKDOWN - NON STANDARD STALLS
LONG TERM BICYCLE PARKING STALLS 20 (10 LOCKERS)
SHORT TERM BICYCLE PARKING STALLS 22 (11 RACKS)
PARKING PROVIDED DAY 1 (INITIAL BUILD OUT)
PARCELS 2 & 3:

PARALLEL STALL 8
PERPENDICULAR STALL 67
DAY 1 75
SCALE: 1" = 60'-0"1 SITE PLAN - PROPOSED DAY 1 (INITIAL BUILD) 285
ACC. ACCESSIBLE 4
ACC EVCS ACCESSIBLE EV CHARGING STATION 1
ACC V ACCESSIBLE VAN 2
ACC V EVCS ACCESSIBLE VAN CHARGING STATION 1
EVC EV CAPABLE 64
EVCS EV CHARGING STATION 9
EP EXPECTANT PARENT 2
*MC MOTORCYCLE 2
4 LOADING / UNLOADING SPACES
PER FOSTER CITY MUNICIPAL CODE 17.62.090
LOADING / UNLOADING:
4 LOADING / UNLOADING SPACES
PER FOSTER CITY MUNICIPAL CODE 17.62.090
LOADING / UNLOADING:

TOTAL PROVIDED
* EXISTING PARKING SPACES ON PARCEL 1 REMAIN TO SUPPORT GILEAD'S CURRENT AND PLANNED USES. * GILEAD TO MONITOR SITE PARKING NEEDS. IF SIGNIFICANT PARKING NEED ARISES AND SURPASSES PROVIDED PARKING ON DAY 1, GILEAD CAN OPT TO EXPAND INTO MEADOW-PLANTED LANDSCAPE AREA FOR UP TO (77) ADDITIONAL PARKING SPACES.

TIER 2 PARKING ANALYSIS:

DAY 1 ADDING 75 NEW SPACES
EV CAPABLE SPACES = 23
EVCS SPACES = 4
TOTAL = 27
DAY 2 ADDING 77 NEW SPACES
EV CAPABLE SPACES = 41
EVCS SPACES = 7
TOTAL = 48

TOTAL EV CAPABLE AND EVCS
(DAY 1 + DAY 2 BASED ON 152 TOTAL PARKING SPACES PROVIDED) EV CAPABLE SPACES = 64
EVCS SPACES = 11
TOTAL = 75
PARCEL 1 (EXISTING)EXISTING
PERPENDICULAR STALL 133
PARCEL 1 (EXISTING)
208TOTAL PROVIDED

BM JR MD
NOTE: CAL GREEN TIER 2 EV PARKING COMPLIANCE
THIS PROJECT IS REQUIRED TO COMPLY WITH THE VOLUNTARY TIER 2 ELECTRIC VEHICLE (EV) MEASURES OF THE 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN),

PURSUANT TO THE MITIGATION MONITORING AND REPORTING PROGRAM (MMRP), SECOND ADDENDUM TO THE CHESS-HATCH MASTER PLAN EIR (JANUARY 2026).THE PARKING LAYOUTS AND TIER 2 PARKING ANALYSIS SHOWN ON THESE PLANS DEMONSTRATE COMPLIANCE WITH CALGREEN SECTION A5.106.5.3.4, POWER ALLOCATION METHOD. THE APPLICABLE BUILDING PERMIT PLANS SHALL ILLUSTRATE THIS COMPLIANCE METHOD.
* NOT INCLUDED IN TOTAL PARKING

BM JR MD

EXISTING

PARCEL LINE
17'-0"
272'-10 15/16"

UTILITY YARD

DOCK AREA
FUTURE

UTILITY
YARD

EXPANSION
GEN. FUEL TRUCK

TRASH ENCLOSURE

WASTE COLLECTION TRUCK

CARDBOARD

COMPACTOR

LOADING ZONE

UTILITY ENCLOSURE UTILITY ENCLOSURE

EXPANSION

TRUCK LOADING
________
AS-102
25 ________
AS-102
24 ________
AS-102
19 GEN. GEN. GEN. GEN.

PROPERTY LINE

AREA OF WORK EXTENTS
CANOPY
ABOVE

COMPOST

RECYCLE

LANDFILL
F.D.

EXISTING PARCEL LINE

LOADING ZONE

LOADING ZONE
BUILDING 1165

HEAVY DUTY

CORRUGATED METAL
GATE

CMU WALL WITH TOP
CAP

CORRUGATED

METAL ROOF OVER

METAL FRAMING

CMU SERVICE

YARD WALL

CORRUGATED METAL

PANEL SCREEN
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"
16 HEAVY DUTY

CORRUGATED

METAL GATE

TUBE STEEL POSTS

CORRUGATED ROOF

OVER METAL

FRAMING

CMU WALL WITH TOP
CAP

CMU WALL OF

UTILITY YARD

CORRUGATED METAL

ROLL -UP DOOR

CORRUGATED

METAL ROLL -UP
DOOR

CORRUGATED METAL PANEL
SCREEN
1' - 10"
12' - 0" 12' - 0"
CANOPY
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"
D
SOFFIT
12' - 0"

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
D

01.30.26 AS -102
63JYZZ01

ENLARGED SITE PLAN OF DOCK AREA

AND ELEVATIONS OF TRASH

ENECLOSURE
Checker
Approver
Author
Designer
SCALE: 3/64" = 1'-0" 14 ENLARGED SITE PLAN AT DOCK AREA SCALE: 3/16" = 1'-0" 24 TRASH ENCLOSURE LEFT SIDE ELEVATION SCALE: 3/16" = 1'-0" 25 TRASH ENCLOSURE FRONT ELEVATION 7 SERVICE YARD WALL SCALE: 3/16" = 1'-0" 19 TRASH ENCLOSURE RIGHT SIDE ELEBATION C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

BM JR MD

BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
40scale1" = 40'040feet80
LEGEND:NOTES:BENCHMARKBASIS OF BEARINGPROJECT DATUM CONVERSION:

CHESS DRIVE
J. ARTHUR YOUNGER FREEWAY

HATCH DRIVE
BLDG1169BLDG1167BLDG1165BLDG1163BLDG1161
BLDG1155BLDG1157
D

JACOBS PROJECT NO

AS NOTED
4 EMBARCADERO CENTERREVDESCRIPTIONCHK.BYAPP.DATESUITE 3800SAN FRANCISCO, CA. 94111 DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:APPROVED:SCALE:CAD FILENAME:REV.MZEGBWWH1/12/2026NEW CHESS FACILITY B1165 USE PERMITMZWH04.30.25EG
CONSULTANTSCivil Engineer7901 STONERIDGE DR., SUITE 360PLEASANTON, CA 94588TEL. 925.396.7700BKF ENGINEERSLandscape Architect133 KEARNY ST., SUITE 303SAN FRANCISCO, CA 94108TEL. 415.983.0950PETERSEN STUDIOStructural Engineer55 HARRISON ST., SUITE 550OAKLAND, CA 94607TEL. 510.208.3300SALAS O'BRIEN BUSE PERMITMZWH10.10.25EGCUSE PERMITMZWH01.24.25EGAUSE PERMITMZWH01.30.26EGD CUP1.00EXISTING SITE PLAN

USE PERMIT
WH
MZ
EG
EG
EG

01.30.26 0
.3
0 26
RE
40scale1" = 40'040feet80
LEGEND:PARCELIZATION NOTES:LEGEND:PARCELIZATION NOTES:

ENTERPRISES LPTHE CITYER CITYENTERPRISES LPTHE CITYER CITY

CHESS DRIVE
CALIFORNIA HIGHWAY 92
PROPOSEDPARCEL 25.329 ACRESPROPOSEDPARCEL 32.559 ACRESEX PARCEL B23 PM 8APN 094-010-510EX LOT 759RSM35

CHESS DRIVE
CALIFORNIA HIGHWAY 92
PROPOSEDPARCEL 25.329 ACRESPROPOSEDPARCEL 32.559 ACRESEX PARCEL B23 PM 8APN 094-010-510EX LOT 759RSM35 D

JACOBS PROJECT NO

USE PERMIT
WH
MZ
EG
EG
EG

01.30.26 0
.3
0 26
RE
40scale1" = 40'040feet80
FIRE ACCESS NOTES:LEGEND:

ENTERPRISES LPTHE CITYER CITY
I
I

ENTERPRISES LPTHE CITYER CITY

CHESS DRIVE
CALIFORNIA HIGHWAY 92
PROPOSED BUILDING 1165
D

JACOBS PROJECT NO

40scale1" = 40'040feet80
LEGEND:

I
I

CHESS DRIVE
CALIFORNIA HIGHWAY 92
PROPOSED BUILDING 1165
D

JACOBS PROJECT NO

40scale1" = 40'040feet80
LEGEND:GRADING NOTES:

I
I

CHESS DRIVE
J. ARTHUR YOUNGER FREEWAY
PROPOSED BUILDING 1165FFE 109.0

HATCH DRIVE
D

JACOBS PROJECT NO

USE PERMIT
RE

01.30.26 0
.3
0 26
40scale1" = 40'040feet80

CHESS DRIVE
PROPOSED BUILDING 1165

HATCH DRIVE
I
LEGEND:

KEYNOTES:

JACOBS PROJECT NO

WH
MZ
EG
EG
EG

USE PERMIT
RE

01.30.26 0
.3
0 26
I
I
I
I
LEGEND:
40scale1" = 40'040feet80 D

JACOBS PROJECT NO

TRUCK ENTRANCE CONDITIONTRUCK EXIT CONDITION
CUP7.00TRUCK TURNING EXHIBIT
WH
MZ
EG
EG
EG

USE PERMIT
RE

01.30.26 0
.3
0 26
LEGEND:
40scale1" = 40'040feet80
I
I

CHESS DRIVE

NEW BUILDING
D

JACOBS PROJECT NO

TRUCK ENTRANCE CONDITION
WH
MZ
EG
EG
EG

USE PERMIT
RE

01.30.26 0
.3
0 26
I
I
I
I
LEGEND:
40scale1" = 40'040feet80 D

JACOBS PROJECT NO

TRUCK ENTRANCE CONDITIONTRUCK EXIT CONDITION
CUP7.02GARBAGE TRUCK TURNING EXHIBIT
WH
MZ
EG
EG
EG

USE PERMIT
RE

01.30.26 0
.3
0 26
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

NEW CHESS FACILITY B1165
CONSULTANTSCivil Engineer7901 STONERIDGE DR., SUITE 360PLEASANTON, CA 94588TEL. 925.396.7700$KF ENGINEERSLCnFUECRe ArEJiVeEV133 KEARNY ST., SUITE 303SAN FRANCISCO, CA 94108TEL. 415.983.0950PETERSEN STUDIOSVrWEVWrCl Engineer55 HARRISON ST., SUITE 550OAKLAND, CA 94607TEL. 510.208.3300SALAS O $RIEN USE PERMIT04/30/25USE PERMIT10/10/25RGMMRGMM
N
LANDSCAPE SHEET INDEXNO.SHEETSHEET NAMEGENERAL NOTES1L-000LANDSCAPE GENERAL NOTES & SHEET INDEXSCHEDULES & REFERENCE PLANSLANDSCAPE GENERAL NOTESL-001 8L-003
GRADING & DRAINAGE PLAN10L-30011L-400PLANS12L-600PLANTING PLANL-601DETAILSPLANTING DETAILSL-90114 2 MATERIAL PLANL-20013PLANTING DETAILSL-90215
4ILLUSTRATIVE PLAN & LANDSCAPE NARRATIVEL-0055TREE REMOVAL PLANL-0606TREE PROTECTION PLANL-061LANDSCAPE PALETTES PLANTING PLAN ENLARGEMENTFURNISHING & LIGHTING PLANLAYOUT PLANL-100 PROJECT SPECIFIC NOTES1.FOR ADDITIONAL NOTES PERTAINING TO ARCHITECTURE, CIVIL ENGINEERING, MEP ENGINEERING, LIGHTINGAND SIGNAGE, REFER TO DOCUMENTS OF RESPECTIVE DISCIPLINES AND OTHER NOTES WITHIN THIS PACKAGE.2.SECTION 17.28.040 OF THE FOSTER CITY ZONING CODE STATES THAT 25% OPEN GREEN AREA IS REQUIRED FORPROJECT. "OPEN GREEN AREA" IS DEFINED AS THE AREA OF A LOT WHICH IS NOT OCCUPIED BY BUILDINGCOVERAGE, PARKING LOT, OR DRIVEWAY AND IN RESIDENTIAL OR MIXED USE DEVELOPMENTS INCLUDESCOMMON OPEN GREEN AREA AND/OR PRIVATE OPEN GREEN AREA. PROJECT MEETS REQUIREMENTS FOR OPENGREEN AREA.3.SECTION 17.62.060 C.3 OF THE FOSTER CITY MUNICIPAL CODE STATES THAT OFFICE, R&D AND OTHERNONRESIDENTIAL USES SHALL PROVIDE SHORT-TERM BICYCLE PARKING AT A RATIO OF ONE SPACE PER 8,000SQUARE FEET OF BUILDING AREA WITHIN 75 FEET OF PRIMARY BUILDING ENTRANCE AND ONE LONG-TERMBICYCLE SPACE PER 10,000 SQUARE FEET OF BUILDING AREA. PROJECT MEETS REQUIREMENTS FOR BICYCLEPARKING.

GENERAL NOTES1.GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR ADDITIONALREQUIREMENTS. OUTLINE SPECIFICATIONS TO BE PROVIDED IN DESIGN DEVELOPMENT PHASE.2.REFER TO ARCHITECTURAL, CIVIL AND OTHER CONSULTANTS DRAWINGS FOR ADDITIONAL INFORMATION.3.PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR TO CHECK THE DRAWINGS AGAINST THE SITE OF THEWORK AND NOTIFY THE OWNER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS, SITE CONDITIONS, OROTHER CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREAUNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE OWNER.4.REPORT ANY DISCREPANCIES IN DRAWINGS AND/OR SPECIFICATIONS TO THE OWNER FOR CLARIFICATIONS ORADJUSTMENTS BEFORE COMMENCING WORK.5.CONTRACTORS AND SUB-CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND ALLSECTIONS OF THE SPECIFICATIONS FOR COORDINATION OF THEIR WORK. ANY DISCREPANCIES IN THEIRRESPECTIVE TRADES ARE TO BE REPORTED TO THE OWNER'S REPRESENTATIVE BEFORE FINALIZING THEIRBIDS AND COMMENCING WORK.6.THE CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS THAT WILL BE WORKING WITHIN ORADJACENT TO THE PROJECT SITE. OTHER CONTRACTS THAT ARE EXPECTED TO BE ACTIVE DURING THIS WORKARE:1) UTILITY CONSTRUCTION; 2) SUBSURFACE GRADING, DRAINAGE AND UTILITIES; 3) OTHER CONTRACTSSTARTED PRIOR TO THIS CONTRACT; 4) ADDITIONAL CONTRACTS THAT MAY COMMENCE BEFORE COMPLETIONOF THIS CONTRACT.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL LOCAL UTILITY COMPANIES. THECONTRACTOR SHALL NOTIFY THE LOCAL UTILITY COMPANY 48 HOURS PRIOR TO DIGGING IN ORDER TO VERIFYTHE LOCATIONS OF ALL UNDERGROUND UTILITIES.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN-UP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORKAREA. EXISTING CONSTRUCTION DRAINAGE SYSTEM AND EROSION CONTROL TO BE MAINTAINED, MODIFIED,AND/OR REMOVED AS NOTED ON CIVIL ENGINEERING PLANS.9.THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTALPROTECTION STANDARDS, LAWS AND REGULATIONS.10.THE CONTRACTOR SHALL SCHEDULE WORK IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE ANDLOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS AND REGULATIONS.11.THIS PACKAGE IS NOT ISSUED FOR CONSTRUCTION.12.DO NOT SCALE DRAWINGS.

LANDSCAPE ABBREVIATIONS & SYMBOLSL-0023
L-000NTSLANDSCAPE GENERAL NOTES& SHEET INDEX
%**26% PERENNIAL AND SHRUB PLANTING (IRRIGATED)PEDESTRIAN HARDSCAPESITE IMPERVIOUS AREA (PEDESTRIAN + VEHICULAR HARDSCAPE)STORMWATER TREATMENT GARDENS PROPOSEDSITE COVERAGE96,070 SF
**PERCENT COVERAGE IS CALCULATED FROM THE LIMIT OF WORK SHOWN IN THESE DRAWINGS, WHICH INCLUDES PARCELS 2 AND 3 AND, A SMALL PORTION OFPARCEL 1, NEW DRIVEWAYS AT THE CHESS DRIVE FRONTAGE AND PLANTING ADJACENT TO THE CHESS DRIVE SIDEWALK.*SEE ARCHITECTURE DRAWINGS FOR BUILDING AREASITE LIMIT OF WORK**OPEN GREEN SPACE (PLANTING + PEDESTRIAN HARDSCAPE)MEADOW (IRRIGATED)6%21,870 SF7%23,990 SF38%140,930 SF117,510 SF11,070 SF367,208 SF32% APPROXIMATE LANDSCAPE COVERAGE%**19%PROPOSEDSITE COVERAGE DAY 168,470 SF20%74,450 SF6%23,280 SF45%166,100 SF91,100 SF25% 9L-004LANDSCAPE PALETTES
16 ILLUSTRATIVE PLAN AT DAY 1L-0067
17 BCA
C
REV.

D
D

USE PERMIT

01.30.26 WS
RG
MM
D
0 RE

USE PERMIT

01.30.26 0
.3
0 26
PLANTING NOTES1.CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTINGSHOWN ON ALL DRAWINGS. REFER TO PLANTING SCHEDULE FOR PLANT SPACING REQUIREMENTS.2.ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY "THE AMERICAN STANDARDFOR NURSERY STOCK Z-60.1", PUBLISHED BY AMERICANHORT, LATEST EDITION.3.WRITTEN APPROVAL IS TO BE RECEIVED FROM OWNER FOR PLANT SUBSTITUTIONS.4.ALL PLANTS SHALL BE APPROVED BY OWNER PRIOR TO THEIR INSTALLATION AT THE SITE.5.NO TREES SHALL BE PLANTED LESS THAN 2 FEET FROM WALKS, CURBS, OR OTHER STRUCTURES. WHERETREES ARE LOCATED WITHIN 5 FEET OF PAVING OR STRUCTURES, MINIMUM 24-INCH DEEP ROOT CONTROLBARRIER SHALL BE INSTALLED.6.CONTRACTOR SHALL LOCATE AND VERIFY UTILITY AND UTILITY LINE LOCATIONS PRIOR TO STAKING PLANTSAND REPORT ANY CONFLICT TO OWNER PRIOR TO COMMENCING WORK.7.CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS IN THE FIELD AND OBTAIN APPROVAL OF OWNER BEFORESTARTING PLANT INSTALLATION.8.CONTRACTOR TO COORDINATE PLANT LAYOUT WITH IRRIGATION EQUIPMENT LAYOUT. PLANT LAYOUTTAKES PRECEDENCE OVER IRRIGATION EQUIPMENT LAYOUT.9.ALL TREES PLANTED IN THE PROJECT SHALL BE OF GOOD HEALTH. REFER TO TREE SCHEDULE FOR TREESIZES.10.ALL SHRUBS, PERENNIALS AND GROUNDCOVERS PLANTED IN THE PROJECT SHOULD BE OF GOOD HEALTH.REFER TO PLANT SCHEDULE FOR PLANT SIZES.11.ALL INSTALLED PLANTS SHALL BE MAINTAINED BY THE OWNER IN A WEED AND LITTER FREE CONDITION ATALL TIMES AND IN A HEALTHY GROWING CONDITION CONSISTENT WITH LOCAL ORDINANCES.12.TREE BRANCHES SHALL BE MAINTAINED WITH A MINIMUM OF 80 INCHES VERTICAL CLEARANCE ABOVEPARKING LOTS, ACCESS DRIVES, PATHS, PLAZAS, AND PLAY AREAS.13.INVASIVE PLANT SPECIES AS LISTED IN THE CALIFORNIA INVASIVE PLANT INVENTORY DATABASE ARE NOTPERMITTED.14.ALL TREES SHALL BE STAKED WITH THREE STAKES UNLESS OTHERWISE NOTED. TREE STAKES FOR TREES24-INCH BOX SIZE AND LARGER TO BE 10 FOOT MINIMUM AND TO PENETRATE AT LEAST 18 INCHES BELOWBOTTOM OF BACKFILLED EXCAVATION.15.SUPPLEMENTARY TRUNK STABILIZATION SUCH AS STAKING OR GUYING MAY BE REQUIRED AT HIGH WINDLOCATIONS.16.ROOT BARRIERS TO BE PLACED ADJACENT TO CONCRETE CURB OR EDGE OF SOIL PIT TO MAXIMIZEAVAILABLE SOIL ROOTING AREA FOR TREES.

GROUNDCOVER PLANTING NOTES1.ALL STREET TREES SHOWN ON PLANS SHALL BE MAINTAINED BY THE BUILDING OWNER IN A WEED AND LITTERFREE CONDITION AT ALL TIMES, AND IN A HEALTHY GROWING CONDITION CONSISTENT WITH THE CITY OFFOSTER CITY STANDARDS.2.TREE BRANCHES TO BE MAINTAINED WITH A MINIMUM OF 80 INCHES VERTICAL CLEARANCE ABOVE ALLPEDESTRIAN PATHS OF TRAVEL. ROOT BARRIERS SHALL BE USED WHERE TREES ARE WITHIN 5' OF PAVING ORANY UNDERGROUND UTILITIES.3.ALL TREE BRANCHES ALONG CHESS DRIVE AND DEDICATED EVA ROUTES TO BE MAINTAINED AT MATURITY TO ACLEAR HEIGHT OF OF 15'-0" ABOVE DRIVING SURFACE TO COMPLY WITH CFC 503.2.1.4.ALL PLANTING IRRIGATION TO EXCEED STATE REQUIREMENTS OF MODEL WATER EFFICIENT LANDSCAPEORDINANCE.5.A BUILDING-MOUNTED WEATHER SENSOR IS REQUIRED FOR PLANTING IRRIGATION. LOCATION OF SENSOR TOBE COORDINATED WITH ARCHITECT. HARD-WIRING BETWEEN SENSOR AND CONTROLLER TO BE COORDINATEDWITH ELECTRICAL ENGINEER.6.PLANTING SOIL IN TREE PITS OR TREE TRENCHES SHALL BE 48" DEEP TYPICAL. IN PERENNIAL AREAS SHALL BE24" DEEP TYPICAL.

1.ALL PLANTING SOIL TO BE TESTED BY A QUALIFIED HORTICULTURAL SOIL TESTING LABORATORY TO CONFIRMTHAT COMPOSITION COMPLIES WITH SPECIFIED PLANTING SOIL REQUIREMENTS.2.EXISTING SUITABLE TOPSOIL IN PLANTING AREAS MAY BE REMOVED AND STOCKPILED IN AN AREA FREE FROMCONSTRUCTION ACTIVITIES AND DANGER OF COMPACTION OR CONTAMINATION. ALL EXISTING TOPSOILRECOVERED FROM THE EXISTING SITE OR ADJACENT SITES MUST MEET THE REQUIREMENTS FOR SOIL NOTEDIN THE SOIL SPECIFICATION, AS DETERMINED BY LABORATORY TESTING BY HORTICULTURAL SOILS SCIENTIST,IN ORDER TO BE INCLUDED IN PLANTING SOIL MIX.3.SOIL SHALL BE FREE OF ROOTS, CLODS, STONES LARGER THAN 1-INCH IN THE GREATEST DIMENSION, POCKETSOF COARSE SAND, NOXIOUS WEEDS, STICKS, LUMBER, BRUSH AND OTHER LITTER. IT SHALL NOT BE INFESTEDWITH NEMATODES OR OTHER UNDESIRABLE DISEASE-CAUSING ORGANISMS SUCH AS INSECTS AND PLANTPATHOGENS. GRAVEL CONTENT BETWEEN 0.5 AND 1 INCHES SHALL BE LESS THAN 5 PERCENT.4.SOIL SHALL BE FRIABLE AND HAVE SUFFICIENT STRUCTURE TO GIVE GOOD TILTH AND AERATION TO THEPLANTING SOIL MIX.5.SOIL TEXTURE SHALL BE A SANDY LOAM. THE DEFINITION OF SOIL TEXTURE SHALL BE THE USDACLASSIFICATION SCHEME. GRAVEL OVER 2 MILLIMETERS IN DIAMETER SHALL BE LESS THAN 10 PERCENT BYWEIGHT. THE CLAY CONTENT SHALL BE LESS THAN 15 PERCENT. CLAY PLUS SILT CONTENT SHALL BE LESSTHAN 30 PERCENT. SAND FINER THAN 100 MESH (0.15 MILLIMETERS) SHALL BE LESS THAN 15 PERCENT. SANDFINER THAN 60 MESH (0.25 MILLIMETERS) SHALL BE LESS THAN 40 PERCENT. SAND LARGER THAN 32 MESH (0.50MILLIMETERS) SHALL BE AT LEAST 15 PERCENT.6.HYDRAULIC CONDUCTIVITY RATE (PERMEABILITY RATE) SHALL BE NOT LESS THAN TWO (2) INCHES PER HOURNOR MORE THAN TEN (10) INCHES PER HOUR WHEN TESTED IN ACCORDANCE WITH THE USDA HANDBOOKNUMBER 60, METHOD 34B OR OTHER APPROVED METHODS.7.PH RANGE OF IMPORT PLANTING SOIL AND AMENDED PLANTING SOIL MEASURED IN THE SATURATION EXTRACT(METHOD 21A, USDA HANDBOOK NUMBER 60) SHALL BE 6.5-7.5.8.FREE CALCIUM CARBONATE (LIMESTONE) SHALL NOT BE PRESENT IN PLANTING SOIL.9.IF FREE CALCIUM CARBONATE IS PRESENT IN EXISTING SUBGRADE BELOW PLANTING AREAS, PROVIDED AMINIMUM OF 12 INCHES OF UNAMENDED CLEAN FILL BELOW PLANTING SOIL TO ENSURE SEPARATION.10.ORGANIC CONTENT OF SOIL IS REQUIRED TO BE A MINIMUM OF 3.5 PERCENT BY DRY WEIGHT, UON. THEDESIRABLE RANGE IS 5 TO 7 PERCENT. THE CARBON:NITROGEN RATIO SHOULD BE APPROXIMATELY 10.11.THE ABOVE SOIL CHARACTERISTICS MUST BE MET BY SELECTED SOIL PRIOR TO ADDITION OF AMENDMENTS.THE ABOVE SOIL CHARACTERISTICS DO NOT ENCOMPASS FINAL SOIL REQUIREMENTS. REFER TO SOILSPECIFICATIONS TO BE ISSUED IN DESIGN DEVELOPMENT PHASE.12.PLACE PLANTING SOIL IN 6 INCH LIFTS OR AS INDICATED IN SPECIFICATIONS. TEST PLANTING SOIL COMPACTIONAFTER EACH LIFT. REQUIRED COMPACTION IS BETWEEN 72 PERCENT AND 78 PERCENT.13.ALL SOIL IN PERMANENT PLANTING AREAS SHALL BE PROTECTED WITH 3 INCHES OF MULCH PER CALGREENREQUIREMENTS. LAWN AND MEADOW AREAS ARE EXEMPTED FROM MULCH REQUIREMENT.14.FOR ALL TREE PITS AND TRENCHES WITHOUT UNDERDRAINAGE, SELECT REPRESENTATIVE PITS (NOT LESSTHAN 10% OF UNDRAINED PITS OR TRENCHES), TEST TO ASTM D-3385-75 AND NOTE INFILTRATION RATE. NOTIFYLANDSCAPE ARCHITECT IF INFILTRATION RATE IS OUTSIDE THE ACCEPTABLE RANGE OF 1 TO 3 INCHES PERHOUR, IF ANY EVIDENCE OF WATER SEEPAGE INTO PITS IS PRESENT, AND IF SOIL WAS SATURATED OREXTREMELY DRY PRIOR TO THE TEST. INSTALL SUBDRAINAGE TO SUCH PITS.15.ALL MATERIAL PLACED BELOW PLANTING BEDS MUST BE CLEAN, WASHED, AND FREE OF LIME (CRUSHEDCONCRETE) AND MUST BE BETWEEN 6 AND 8 PH. MATERIAL SHALL NOT CONTAIN HIGH LEVELS OF HEAVYMETALS, SALT, BORON, OR OTHER ELEMENTS DELETERIOUS TO PLANT HEALTH. MATERIAL COULD INCLUDE BUTIS NOT LIMITED TO THE FOLLOWING: DRAIN ROCK, PEA GRAVEL, COARSE SAND, OR CLEAN FILL. ALL MATERIALFOR WHICH THE COMPOSITION AND PH IS NOT READILY AVAILABLE BY THE SUPPLIER SHALL BE TESTED BY AQUALIFIED HORTICULTURAL SOIL TESTING LABORATORY. REFER TO THE DRAWINGS FOR MATERIAL PLACEDBELOW PLANTING BEDS.16.EXISTING SUBGRADE SHALL BE TESTED BY A QUALIFIED HORTICULTURAL SOIL TESTING LABORATORY TOCONFIRM THAT COMPOSITION WILL NOT NEGATIVELY IMPACT PLANT HEALTH.17.PREVENT PLANTING SOIL COMPACTION. DO NOT USE HEAVY EQUIPMENT OR DRIVE VEHICLES OF ANY TYPEOVER WET PLANTING SOIL. DO NOT MOVE OR HANDLE WET PLANTING SOIL.

LAYOUT & MATERIAL NOTES1.CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, LAYOUT COORDINATES, AND WORK FROM PREVIOUSAND ONGOING CONTRACTS IN THE FIELD. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER'SREPRESENTATIVE FOR DIRECTION PRIOR TO COMMENCING CONSTRUCTION.2.GENERAL CONTRACTOR IS TO COORDINATE ALL LAYOUT, STAKING, AND GRADING CONTROLS AMONG ALLTRADES; SPECIFICALLY BUT NOT LIMITED TO CONCRETE PAVING, CONCRETE WALL CONSTRUCTION,UNDERGROUND UTILITIES, UNIT PAVING AND PLANTING.3.ALL LAYOUT COMPONENTS TO BE STAKED OUT IN THE FIELD BY THE CONTRACTOR PER BASELINES CREATEDBY CONNECTING INDICATED COORDINATE POINTS OR OFFSETTING FROM BASELINES. OBTAIN OWNER'SREPRESENTATIVE APPROVAL IN THE FIELD OF LAYOUT WITH BASELINES INDICATED BEFORE STARTINGCONSTRUCTION.4.ANY CHANGES PROPOSED TO LAYOUT OF COORDINATE POINTS OR DIMENSIONS ON THIS DRAWING MUST BEAPPROVED BY THE OWNER IN WRITING PRIOR TO CONSTRUCTION.5.ALL SITE DIMENSIONS ARE GIVEN FROM DEFINED COORDINATE POINTS, BASELINES CREATED BYCONNECTING COORDINATE POINTS, AND/OR TO THE FRONT FACES OF WALLS AND STRUCTURES, UNLESSOTHERWISE NOTED. TAKE DIMENSIONS FROM COORDINATE POINTS, BASELINES, FRONT OF CURB, FACE OFWALL, FACE OF HEADER, EDGE OF PAVING OR CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED.6.ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE NOTED OR AS INDICATED PER LAYOUTSTAKING ITEM 3 ABOVE.7.REFER TO MATERIAL PLAN(S) FOR ALL PAVING JOINT LOCATIONS UNLESS OTHERWISE NOTED; CONTRACTORTO SUBMIT SHOP DRAWINGS, VERIFYING LAYOUT PRIOR TO INSTALLATION.8.DRAIN COORDINATES ARE TO CENTER LINE OF DRAIN, OR WHEN NOT PROVIDED, DRAINS ALIGN WITHADJACENT PAVING WHEN PAVING IS NEARBY, OR DRAINS ALIGN WITH SHARP TOE OF SLOPE WHEN LOCATEDAT THE INTERSECTION OF TWO OR MORE SLOPES.9.ALL VALVE BOXES TO BE LINED UP AND SET PARALLEL TO ADJACENT HARDSCAPE, UNLESS OTHERWISENOTED.10.ALL STEEL MEMBERS TO BE HOT-DIPPED GALVANIZED AND PAINTED UNLESS OTHERWISE NOTED.11.ALL CAST-IN-PLACE CONCRETE ON SITE IS REQUIRED TO HAVE STRUCTURAL REINFORCING UNLESSOTHERWISE NOTED.

PLANTING SOIL NOTES
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

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DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
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ADRAREA DRAINAFFABOVE FINISH FLOORAFSABOVE FINISH SURFACEBBBOTTOM OF BASINBCBOTTOM OF CURBBFFBELOW FINISH FLOORBRBOTTOM OF RAMPBSBOTTOM OF STAIRBSWBOTTOM SLOPED WALKBWBOTTOM OF WALLCBCATCH BASINCOCLEANOUTFDFLOOR DRAINFFEFINISH FLOOR ELEVATIONFGFINISH GRADEFLFLOW LINE

FSFINISH SURFACEGBGRADE BREAKGRDGRADEHPHIGH POINTINV ELINVERT ELEVATIONLPLOW POINTMHWMEAN HIGH WATERMLWMEAN LOW WATERRDROOF DRAINSLDRSLOT DRAINSTDSTORM DRAINSTLTOP OF STEELSUBDRSUBDRAINTBTOP OF BASINTOTOP OFTCTOP OF CURBTC(E)TOP OF CURB - EXISTING

TDRTRENCH DRAINTFTOP OF FOOTINGTOCTOP OF CONCRETETOETOE OF SLOPETOGTOP OF GRATINGTOSSTOP OF STRUCTURALSLABTRTOP OF RAMPTSTOP OF STAIRTSWTOP OF SLOPED WALKTWTOP OF WALLUDUNDERDRAINWLWATER LINEWSWATER SURFACE L.O.WLIMIT OF WORKSIGNMONUMENT SIGN, PER VP GUIDLINESFHFIRE HYDRANTFDCFIRE DEPARTMENT CONNECTIONBMPFLOW-THROUGH PLANTERPAPLANTING AREATTRANSFORMER, ABOVE GRADESSWITCH, ABOVE GRADETSTRANSITION SWITCH, ABOVE GRADESVSETTLEMENT VAULT, FLUSH WITH GRADEVUTILITY VAULT, FLUSH WITH GRADE

BFPBACKFLOW PREVENTER, ABOVE GRADEMUTILITY METER, FLUSH WITH GRADEMHMANHOLESVCPARKING STALL - SERVICE / MAINTENANCEEPPARKING STALL - EXPECTANT PERSONADAPARKING STALL - ACCESSIBLEASR(E) AUTOMATIC SPRINKLER RISER, ABOVEGRADE

ABANCHOR BOLTACASPHALTIC CONCRETEANCANCHORBLKBLOCKCABCABINETCHGRCHARGERCICAST IRONCIPCAST IN PLACECJCONSTRUCTION JOINTCKPLCHECKER PLATECMUCONCRETE MASONRYUNITCOLCOLUMNCONCCONCRETECUPCONCRETE UNIT PAVERDFDRINKING FOUNTAINDGDECOMPOSED GRANITEDWL(S)DOWEL(S)EJEXPANSION JOINTFEFIRE EXTINGUISHERFHFIRE HYDRANTFRPFIBERGLASSREINFORCED PLASTICFTGFOOTINGGGUTTERGALVGALVANIZEDGDGUARDGENGENERATORGFRCGLASS FIBERREINFORCED CONC

GLGLASSGRGUARDRAILGYPGYPSUMHDGHOT DIPPEDGALVANIZEDHDWRHARDWAREHPSHIGH PRESSURESODIUMHYDTHYDRANTINSULINSULATIONJSTJOISTJTJOINTLAMLAMINATE(D)LEDLIGHT EMITTING DIODELPSLOW PRESSURE SODIUMLTGLIGHTINGLVRLOUVERMAT'LMATERIALMFRMANUFACTURERMTLMETALPPOLEP/CPLAIN CONCRETEPCPRECASTPERFPERFORATEDPLWDPLYWOODPNEUPNEUMATICPNLPANELPNTPAINTPPPOWER POLE

PREFINPREFINISHEDPTPRESSURE TREATEDPTDPAINTEDPVCPOLYVINYL CHLORIDERCREINFORCEDCONCRETERECPRECEPTACLEREINFREINFORCE(D)SBSIGNAL BOXSEDSEDIMENTSHSHIELDEDSHTSHEETSNSCREENSSSTAINLESS STEELSTLSTEELTTELEPHONETGTONGUE AND GROOVETMPTEMPEREDTHDTHREADEDTPGTOPPINGTRANSFTRANSFORMERVVOLTS, VAULTVACVACUUMWDWOODWIWROUGHT IRONWPWATER PROOFINGWSPWELDED STEEL PIPEWSRWASHERWTHR STLWEATHERING STEEL ARCHARCHITECTURALDEMODEMOLITIONELECELECTRICALENGRENGINEERLALANDSCAPE ARCHITECTMECHMECHANICALOFCIOWNER FURNISHED CONTRACTOR INSTALLEDOFOIOWNER FURNISHED OWNER INSTALLEDSADSEE ARCHITECTURAL DRAWINGSSCDSEE CIVIL DRAWINGSSEDSEE ELECTRICAL DRAWINGSSIDSEE IRRIGATION DRAWINGSSIDDSEE INTERIOR DESIGN DRAWINGSSGRSEE GEOTECHNICAL REPORTSLDSEE LIGHTING DRAWINGSSMEDSEE MECH. ENGINEER DRAWINGSSPDSEE PLUMBING DRAWINGSSPLDSEE POOL DRAWINGSSSDSEE STRUCTURAL DRAWINGSSWFDSEE WATER FEATURE DRAWINGSSWPDSEE WATERPROOFING DRAWINGS

MATERIALS / PRODUCTS / FINISHESGENERAL ABBREVIATIONSCONSULTANT REFERENCES

LAYOUT ABBREVIATIONS

GENERAL SYMBOLS

LEADERLARGE SCALE PLAN ORENLARGED SECTIONALDETAILDETAIL CALLOUTSECTION REFERENCEPROPERTY LINE (PL)CENTER LINESECTION LIMITNORTH ARROWKEY NOTE LC
11REVISION TAGREVISION RECORDUNDERGROUNDCONSTRAINTSLIMIT OF WORK (L.O.W) #, NONUMBER&AND@ATAODANGLE OF DEFLECTIONADJADJUSTABLEALTALTERNATEAPPXAPPROXIMATE(LY)AUTOAUTOMATICAUXAUXILIARYAVEAVENUEAVGAVERAGEBLDGBUILDINGBMBENCHMARKBOCBEGINNING OF CURVEBOTBOTTOMBRKBREAKCCENTIGRADEC/CCENTER TO CENTERCAPCAPACITYCFCUBIC FEETCHCHANNELCLCENTERLINECLRCLEARCONNCONNECTIONCONSTCONSTRUCTIONCONTCONTINUOUSCONTDCONTINUEDCPCENTER POINTCPLCOUPLINGCTRCENTERCTRDCENTEREDCTRLCONTROLCYCUBIC YARDCYLCYLINDERDDEEPDETDETAILDIADIAMETERDIFFDIFFERENTIALDIMDIMENSIONDIRDIRECTIONDIVDIVISIONDNDOWNDWG(S)DRAWING(S)(E)EXISTINGEEASTEAEACHECEND OF CURVEECCECCENTRICEEEACHELEVELEVATIONEMBDEMBEDDEDEMEREMERGENCYEQEQUALEQUIPEQUIPMENTEQUIVEQUIVALENTEWEACH WAYEXEXTRAEXIST,(E)EXISTINGEXTEXTERIORFFAHRENHEITF/FFACE TO FACEFABFABRICATED(D)FINFINISHEDFLEXFLEXIBLEFLRFLOORFLTFILTERFNDFOUNDATION

FOWFACE OF WALLFREQFREQUENCYFTFEETFVFIELD VERIFY W/ LAFWDFORWARDGALGALLONGENGENERALGNDGROUNDHHIGHHDRHEADER, HANDRAILHEXHEXAGONALHORHORIZONTALHRHOURHRSHOURHTHEIGHTHWHOT WATERHYDHYDRAULICIDINSIDE DIAMETERININCHINTINTERIORINTLKINTERLOCKIRR,IRRIGIRRIGATIONJBJUNCTION BOXJCTJUNCTIONLLEFTLATLATITUDELB(S)POUND(S)LEVLEVELLFLINEAL FEETLLONGLHLEFT HANDLWRLOWERMAINTMAINTENANCEMANMANUALMAXMAXIMUMMETMETERMGRMANAGERMHMANHOLEMINMINIMUMMJMECHANICAL JOINTMLMATCHLINEMOMODULOUSMONMONUMENTMPHMILES PER HOURMTRMOTOR(N)NEWN/ANOT APPLICABLENENORTHEASTNEGNEGATIVENICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALENUNOT USEDNWNORTHWESTO/OOUT TO OUTOCON CENTERODOUTSIDE DIAMETEROHOVERHANGOLOVERLOADOPNGOPENINGOPPOPPOSITEPAPLANTING AREAPARPARALLELPCSPIECESPENPENETRATIONPKPEAKPLPROPERTY LINE

PLCSPLACESPOBPOINT OF BEGINNINGPOCPOINT OF CONNECTIONPOIPOINT OF INTERSECTIONPRPAIRPRESPRESSUREPVTPOINT OF VERTICALINTERSECTIONQTYQUANTITYRRADIUS, RISERRDROADRECRECESSEDREFREFERENCEREMREMOVABLEREQ'DREQUIREDRESILRESILIENTREVREVERSERHRIGHT HANDRMROOMROWRIGHT OF WAYRPRADIUS POINTRPMREVOLUTIONS PERMINUTERTRIGHTSSOUTHSCHSCHEDULESCR'DSCREWEDSESOUTHEASTSECSECONDSECTSECTIONSFSQUARE FOOTSIMSIMILARSPSPACESPEC(S)SPECIFICATION(S)SPGSPACINGSQSQUARESRSTATE ROUTESTSTREETSTASTATIONSTORSTORAGESUBSUBSTITUTESURFSURFACESUSPSUSPENDEDSWSOUTHWESTSYMSYMMETRICALSYNCSYNCHRONIZETHTHERMOMETERTHKTHICKTHRESHTHRESHOLDTHRUTHROUGHTPTANGENT POINTTYPTYPICALU/PUTILITY POLEU/SUNDERSIDEUGUNDERGROUNDUNUNIONUONUNLESS OTHERWISENOTEDVARVARIESVCVERTICAL CURVEVERTVERTICALVIFVERIFY IN FIELDWWESTW/WITHW/OWITHOUTWLWATER LINEWTWEIGHTYRYEAR

GRADING ABBREVIATIONS
- LIMIT OF WORKLC
- - - - - - - - - - - - -- - - - - - - - - JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
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JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

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JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

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UTILITIES IN THIS AREATO BE SCREENED WITHSHRUBS
EVA (26' FOR AERIAL ACCESS)
LEGEND

VEHICULAR CIRCULATION

SERVICE/LOADING

PEDESTRIAN CIRCULATION

LANDSCAPE CHARACTER
The planting design language is organic and informal, a deliberate contrast to the linearbuilding. The intent is for the landscape to provide a visual and experiential contrast andrespite from the interior work environment. The current landscape design establishes thespatial structure and character that will continue through future phases, when the landscapeextends to Parcel 1 and portions of Parcels 2 and 3 are reconfigured.

At the building entry and drop-off, the Lobby Plaza's enhanced paving and furnishings arestrategically located and scaled to enhance the arrival experience and encourage outdooractivity. The plaza extends from and relates to the character of the architecture.

The plantings are designed to evoke the California coastal prairie and savannah. A matrixof decorative grasses is punctuated by loose drifts of perennials, evergreen shrubs, andclusters of trees. Plant materials are drought tolerant, primarily California natives, andprovide visual interest during all seasons.

SITE DESIGN OBJECTIVES
The unique opportunities that the site affords can be organized into three distinct zones: theLinear Landscape, the Green Buffer, and the Canal Shoreline. These three zones form the“landscape structure” that define the site design. Opportunities relating to each of thesezones are described below:

The Linear Landscape will establish a welcoming and refined public-facing landscapefrontage along Chess Drive, connecting the Phase 2 garage with the Phase 2 building andcanal shoreline. This Linear Landscape will be the public face of the project and layeredforeground for the large Phase 1 building. The planting grain and texture will becommensurate with the scale of the NCF building. The linear landscape integrates a 1-waydrop-off loop and Arrival/Lobby Plaza for employees and visitors. The plaza allows forflexible gathering and seating at the building entry and includes a curved seatwall facing thedrop-off and movable furnishings for outdoor work, lunching, and socializing. The plazawraps around the building and connects to the Northeast planting area. A generous 80-footplanting buffer separates the building from the parking area. Windows along the Northeastfaçade allow people occupying the lobby, break room, and workspaces to enjoy views of anative and adapted plant understory and shade trees.

CONCEPT DIAGRAM LANDSCAPE NARRATIVE

CARPENTERSLOCAL UNION

REUSE EXISTINGCURB CUT

OFFICES

SAN MATEO-FOSTER CITYSCHOOL DISTRICTBUILDING

CHESS DRIVE
B1165

SERVICE &LOADING AREA

ONE WAY

DROP-OFF

PROPERTY LINE
STATE ROUTE 92

FOSTER CITY CANAL

SURFACE PARKING

AMENITY ZONES
Green Buffer: The existing vegetative buffer along Highway 92 provides partial visualscreening of the traffic but does not significantly diminish the traffic noise. The width of theexisting green buffer will be preserved, and the planting will be enhanced with a mix of tallevergreen trees and shrubs for greater visual screening to the highway. A new securityfence will be provided at the south property line along the highway frontage.

Canal Shoreline: The current phase of work will include grading and plantingimprovements extending to the canal-edge property line. Large existing trees along thecanal frontage will be protected during construction and remain for the life of the parking lot.In Phase 2, the shoreline landscape could be expanded with enhanced programming inresponse to the significantly increased employee count. The parking lot edge and securityfence will be held back approximately 20 feet from the property line. Gilead will coordinatewith the City to selectively manage the shoreline vegetation to prevent the spread ofinvasive plant species, deter undesired activities, and enhance security.

L-005
1"=40'-0"

SERVICE & LOADING AREA

PROPERTY LINE

EDGE OF CANAL

UTILITY YARD
(E)
PROPOSED BUILDING 1165
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
STATE ROUTE 92

CHESS DRIVE

ONE-WAY DROP-OFF

ACCESS AISLE
LOBBY
ADA
EP
EP

ADA VAN
ADA
EV
EV
EV

HATCH DRIVE
BFP
BFP
SD
FH
FH FH
SD
SD
SV
WM
BFPWM
V
V T
ADA

PROPERTY LINE
ADA

ADA VAN
BFP
BFP
BFP
FH
FH
FH
SD
SD
SD
BFP

LOBBY PLAZA
(E)
(E)
(E)
(E)
(E)
EV EV
TBOX
SV
I

BMP BMP

BMPBMPBMP
BMP
BMP
BMP
BMP
MCMC

BREAKROOM
BMP
SIGN
FUTUREGEN.

SIGN
SIGN

SHORT-TERM BIKE PARKING

LONG-TERM BIKE PARKING

SVSVSVSVSVSV
GATE
GATE
SD
SD
(E) (E)
EV
EV
EV

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE
EV
EV

ADA VAN EV
ADA EV
EV

EV CAPABLEEV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

RELOCATEDSTREETLIGHT

ILLUSTRATIVE PLAN &LANDSCAPE NARRATIVE
0204080

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REVCHK.APP.

APPROVED:

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DESCRIPTIONBY DATE
SUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

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APPROVED:

SCALE:

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REV.

PETERSEN STUDIO
SVrWEVWrCl Engineer
55 HARRISON ST., SUITE 550OAKLAND, CA 94607TEL. 510.208.3300 SALAS O $RIEN
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D

0204080
JACOBS PROJECT NO4 EMBARCADERO CENTER
REVCHK.APP.

APPROVED:

USE PERMITRG01.24.25MM
..\images\titleblock\22x34-GILEAD-Jacobs-engineering-logo-4535061.png ..\images\titleblock\22x34-GILEAD-Gilead_Sciences_logo.svg-4535063.png ..\images\titleblock\[email protected] ..\images\titleblock\22x34-GILEAD-BKFEngineersLogo-4535071.png ..\images\titleblock\22x34-GILEAD-Petersen_Studio_Logo-4535073.jpg ..\IMAGES\TITLEBLOCK\22x34-GILEAD-SalasObrianLogo-4535077.png ..\images\titleblock\22x34-GILEAD-images-4535069.png

DESCRIPTIONBYDATE
SUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

SERVICE & LOADING AREA

PROPERTY LINEEDGE OF CANAL

UTILITY YARD
(E)
PROPOSED BUILDING 1165
(E)
(E)(E)(E)(E)(E)
(E) (E)
(E)
STATE ROUTE 92

CHESS DRIVE

ONE-WAY DROP-OFFACCESS AISLE
LOBBY
ADA
EPEP

ADA VAN

HATCH DRIVE
BFP
BFP
SD
FH
FH FH
SD
SD
SV
WM

BFPWMVVT

PROPERTY LINE

ADAADA VAN

BFPBFPBFPFH
FH
FH
SD
SD
SD
BFP

LOBBY PLAZA
(E) (E)(E)
(E)(E)

EVEVTBOX
SV
I
BMP
BMP

BMPBMPBMP
BMP
BMP
BMP
BMP
MCMC

BREAKROOM
BMP
SIGN
FUTUREGEN.

SIGN
SIGN

SHORT-TERM BIKE PARKING

LONG-TERM BIKE PARKING

SVSVSVSVSVSV
GATE
GATE
SD
SD
(E)(E)

MEADOWPLANTING

SECURITY FENCE, SAD
EXTENT OF DAY 1 PARKING AREA

EVEVADA VAN EVADA EV

EV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLE

EV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLE

EV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLEEV CAPABLE

RELOCATEDSTREETLIGHT
ILLUSTRATIVE PLANAT DAY 1
SHEET NOTES1.THE PLAN ON THIS SHEET ILLUSTRATES THE DAY 1 PARKING CONDITION.REFER TO ARCHITECTURE SHEET AS-101 FOR PARKING COUNTS AT DAY 1 ANDFULL BUILDOUT.2.THE DAY 1 MEADOW PLANTING WILL BE MADE UP OF A HYDROSEED MIXTUREOF NATIVE AND ADAPTED GRASSES, PERENNIALS, AND ANNUALSOVERPLANTED WITH MEADOW GRASS PLUGS TO ACHIEVE A RAPID ANDATTRACTIVE PLANTING FIELD. THE MEADOW WILL BE IRRIGATED.3.THE MEADOW WILL BE REPLACED WITH PARKING AT A TIME DETERMINED BYGILEAD AND FOSTER CITY.4.REFER TO CIVIL DRAWINGS FOR VEHICULAR PAVING AND UTILITY LAYOUTS.

A
B
C
D
RE

USE PERMIT

01.30.26 0
.3
0 26

CHESS DRIVE
J. ARTHUR YOUNGER FREEWAY
J. ARTHUR YOUNGER FREEWAY

CHESS DRIVE

HATCH DRIVE
152
08 88
153154195
8584
181920212224252627
30 3332
8986879092143141142
14414514614714994959615112297
99101102
108113
121131132133134135
136137138139140
919398100107
103104030607
3738
1716
1412 10
01020509
111315181
23 2928 31 343536130120119
118117115114110112111
109
129128127126123124125 148150
155183182
189190191192184185186
187188
193
1940204080
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

BUILDING (E)

BUILDING (E)BUILDING (E)
KEYTREE LIST (PER ARBORIST'S REPORT)EXISTING TREETO REMAINEXISTING TREE TO BE REMOVED101TREE ID NUMBERPER ARBORIST REPORT1.SEE SHEET L-061 FOR TREE PROTECTION PLAN AND TREEPROTECTION NOTES. SEE SHEET L-901 FOR TREE PROTECTIONDETAILS.2.THE PORTION OF PARCEL 1 OUTSIDE OF THE LIMIT OF WORK IS NOTINCLUDED IN THIS PLAN. NO TREES OUTISDE OF THE LIMIT OF WORKWILL BE REMOVED. SEE ARBORIST REPORT FOR EXISTING TREES ONPARCEL 1.3.ALL TREES OUTSIDE OF THE PROPERTY LINE ARE TO BE PRESERVEDAND PROTECTED DURING CONSTRUCTION.4.EXISTING SUITABLE PLANTING SOIL MAY BE REMOVED ANDSTOCKPILED IN AN AREA FREE FROM CONSTRUCTION ACTIVITIESAND DANGER OF COMPACTION OR CONTAMINATION. ALL SOILRECOVERED FROM THE EXISTING SITE MUST MEET REQUIREMENTSNOTED IN THE SOIL SPECIFICATION IN ORDER TO BE INCLUDED INPLANTING SOIL MIX. REFER TO PLANTING SOIL NOTES ON SHEETL-000 FOR MORE INFORMATION.GROUNDCOVER PLANTINGTO BE REMOVEDEXISTING TREE TO REMAINOUTSIDE LIMIT OF WORK (L.O.W.)1Lombardy poplarRemove2Monterey pineRemove3Blackwood acaciaRemove5Blackwood acaciaRemove6Japanese cedarRemove7Japanese cedarRemove8Monterey pinePreserve9Monterey pine - OFFSITEPreserve10Monterey pine - OFFSITEPreserve11Ghost gumPreserve12Blackwood acacia - OFFSITEPreserve13Blackwood acacia - OFFSITEPreserve14Ghost gum - OFFSITEPreserve15Arroyo willow - OFFSITEPreserve16Blackwood acacia - OFFSITEPreserve17Ghost gum - OFFSITEPreserve18Monterey pinePreserve19Monterey pinePreserve20Monterey pineRemove21Ghost gumRemove22Monterey pinePreserve23Monterey pineRemove24Manna gumRemove25White ironbarkRemove26White ironbarkRemove27White ironbarkRemove28Red ironbarkRemove29Red ironbarkPreserve30White ironbarkPreserve31White ironbarkRemove32White ironbarkRemove33Red ironbarkRemove34Red ironbarkRemove35Red ironbarkRemove36Red ironbarkRemove37Ghost gumPreserve 38Ghost gumPreserve39Ghost gumPreserve -Parcel 140Ghost gumPreserve -Parcel 141Ghost gumPreserve -Parcel 142Ghost gumPreserve -Parcel 143Ghost gumPreserve -Parcel 144Ghost gumPreserve -Parcel 145Ghost gumPreserve -Parcel 146Sydney golden wattlePreserve -Parcel 147Monterey pinePreserve -Parcel 148Hopseed bushPreserve -Parcel 149Hopseed bushPreserve -Parcel 150Montery pinePreserve -Parcel 151Japanese black pinePreserve -Parcel 152Japanese black pinePreserve -Parcel 153Japanese black pinePreserve -Parcel 154Japanese black pinePreserve -Parcel 155Japanese black pinePreserve -Parcel 156Japanese black pinePreserve -Parcel 157Japanese black pinePreserve -Parcel 158Japanese black pinePreserve -Parcel 159Japanese black pinePreserve -Parcel 160Japanese black pinePreserve -Parcel 161Japanese black pinePreserve -Parcel 162OlivePreserve -Parcel 163OlivePreserve -Parcel 164Carolina cherry laurelPreserve -Parcel 165Carolina cherry laurelPreserve -Parcel 166Carolina cherry laurelPreserve -Parcel 167Carolina cherry laurelPreserve -Parcel 168Carolina cherry laurelPreserve -Parcel 169Carolina cherry laurelPreserve -Parcel 170OleanderPreserve -Parcel 171OlivePreserve -Parcel 172London planePreserve -Parcel 173London planePreserve -Parcel 1 74London planePreserve -Parcel 175London planePreserve -Parcel 176OlivePreserve -Parcel 177OlivePreserve -Parcel 178OlivePreserve -Parcel 179OlivePreserve -Parcel 180OlivePreserve -Parcel 181OlivePreserve -Parcel 182OlivePreserve -Parcel 183OlivePreserve -Parcel 184London plane - OFFSITEPreserve85London plane - OFFSITEPreserve86Lombardy poplarRemove87Lombardy poplarRemove88Lombardy poplarRemove89Lombardy poplarRemove90London planeRemove91OliveRemove92OliveRemove93OliveRemove94OliveRemove95OliveRemove96London planeRemove97OliveRemove98OliveRemove99OliveRemove100London planeRemove101London planeRemove102London planeRemove103Weeping bottlebrushRemove104Purpleleaf plumRemove107Coast redwoodRemove108New Zealand Christmas TreeRemove109Hopseed bushRemove110White ironbarkRemove111New Zealand Christmas TreeRemove 112Monterey pineRemove113Crape myrtleRemove114Crape myrtleRemove115Crape myrtleRemove117OleanderRemove118OleanderRemove119OleanderRemove120OleanderRemove121New Zealand Christmas TreeRemove122Coast redwoodRemove123OleanderRemove124OleanderRemove125OleanderRemove126OleanderRemove127OleanderRemove128OleanderRemove129OleanderRemove130Callery pearRemove131OleanderRemove132OleanderRemove133OleanderRemove134OleanderRemove135OleanderRemove136Coast redwoodRemove137Coast redwoodRemove138Coast redwoodRemove139Coast redwoodRemove140Callery pearRemove141Callery pearRemove142Majestic Beauty Indian hawthornRemove143Coast redwoodRemove144Majestic Beauty Indian hawthornRemove145Majestic Beauty Indian hawthornRemove146Majestic Beauty Indian hawthornRemove147Majestic Beauty Indian hawthornRemove148Majestic Beauty Indian hawthornRemove149Coast redwoodRemove 150Majestic Beauty Indian hawthornRemove151Majestic Beauty Indian hawthornRemove152Callery pear - OFFSITEPreserve153Monterey pine - OFFSITEPreserve154Callery pear - OFFSITEPreserve155Monterey pine - OFFSITEPreserve156Monterey pinePreserve -Parcel 1159Coast redwoodPreserve -Parcel 1160OleanderPreserve -Parcel 1161Monterey pinePreserve -Parcel 1162Monterey pinePreserve -Parcel 1163Monterey pinePreserve -Parcel 1164Monterey pinePreserve -Parcel 1165Monterey pinePreserve -Parcel 1166Coast redwoodPreserve -Parcel 1167OleanderPreserve -Parcel 1168OleanderPreserve -Parcel 1169Coast redwoodPreserve -Parcel 1170Coast redwoodPreserve -Parcel 1171OleanderPreserve -Parcel 1172OleanderPreserve -Parcel 1173Coast redwoodPreserve -Parcel 1174Coast redwoodPreserve -Parcel 1175Coast redwoodPreserve -Parcel 1176Coast redwoodPreserve -Parcel 1177Coast redwoodPreserve -Parcel 1178Coast redwoodPreserve -Parcel 1179Coast redwoodPreserve -Parcel 1180Coast redwoodPreserve -Parcel 1181Mayten - OFFSITEPreserve182Sydney golden wattle - OFFSITEPreserve183Sydney golden wattle - OFFSITEPreserve184Sydney golden wattle - OFFSITEPreserve185Sydney golden wattle - OFFSITEPreserve186Sydney golden wattle - OFFSITEPreserve187Sydney golden wattle - OFFSITEPreserve188Sydney golden wattle - OFFSITEPreserve189White ironbarkRemove 190Sydney golden wattleRemove191Sydney golden wattleRemove192Sydney golden wattle - OFFSITEPreserve193Sydney golden wattle - OFFSITEPreserve194Sydney golden wattle - OFFSITEPreserve195Sydney golden wattlePreserve -Parcel 1196Sydney golden wattlePreserve -Parcel 1 SHEET NOTESNO.NAMESTATUS
TREE SUMMARY196EXISTING TREES PER ARBORIST REPORT86EXISTING TREES REMOVED177PROPOSED NEW TREES

BUILDING (E)BUILDING (E)

BUILDING (E)

FOSTER CITY CANAL
STATE ROUTE 92CHESS DRIVE
L-060TREE REMOVALPLAN1"=40'-0"
BCA
C
REV.

D
D

USE PERMIT

01.30.26 WS
RG
MM
RE

USE PERMIT

01.30.26 0
.3
0 26
29'24'17'20'
79' 31' 139'16'-11"
13'-11"
3'-4"
73'
0204080
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

SERVICE & LOADING AREA

PROPERTY LINEEDGE OF CANAL
UTILITY YARDPROPOSED BUILDING 1165
STATE ROUTE 92

CHESS DRIVEONE-WAY DROP-OFFACCESS AISLE

LOBBYEVCAPABLE

EVCAPABLE

EVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLE
ADA

EVEVEVEV

EVCAPABLE
EVA (20')
EVA (20')
EVA (26')

HATCH DRIVE

EVCAPABLEEVCAPABLE

BUILDING ABOVE
BFP
BFP
SD

FH FH FH
SD
SD
SV
WM

BFPWMVVT
ADA

PROPERTY LINE

EVCAPABLEEVCAPABLE

BFPBFPBFPFH
FH
FH
SD
SD
SD
BFP

EVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLE LOBBY PLAZA

EVEVTBOX
SV
I

EVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEV BREAKROOM
SIGN
FUTUREGEN.

SIGN
SIGN

SVSVSVSVSVSV
GATE
GATE
SDSD
SHEET NOTES1.A TREE PROTECTION ZONE SHALL BE IDENTIFIED FOR EACH TREE TO BEPRESERVED. THE TREE PROTECTION ZONE (TPZ) FOR EACH TREE SHALL BETHE DRIPLINE OF THE TREE OR AS INDICATED IN THE TREE PROTECTIONDETAILS. WHERE TREES GROW IN GROUPS, FENCE AROUND A COLLECTIVETPZ USING THE DIAMETERS OF THE EDGE TREES TO CALCULATE THE RADIUS,OR THE EDGE OF EXISTING PAVEMENT.2.FENCE ALL TREES TO BE RETAINED TO COMPLETELY ENCLOSE THE TREEPROTECTION ZONE PRIOR TO DEMOLITION, GRUBBING OR GRADING. FENCESSHALL BE CHAIN LINK WITH POSTS SUNK INTO THE GROUND OR EQUIVALENTAS APPROVED BY THE CITY.3.TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY SITE WORK,CLEARING OR DEMOLITION. PER DETAIL 1/L-901.4.TREE PROTECTION FENCE SHALL BE MAINTAINED THROUGHOUTCONSTRUCTION. REMOVE FENCE ONLY WITH APPROVAL AND AFTER ALL SITEWORK HAS BEEN COMPLETED.5.ALL FILL SOIL SHALL BE KEPT OUT OF THE TREE PROTECTION ZONES (TPZ)BOTH DURING AND AFTER CONSTRUCTION.6.PROTECTED TREES THAT HAVE BEEN DAMAGED OR DESTROYED BYCONSTRUCTION SHALL BE REPLACED.

7.SIGNS, WIRES, OR SIMILAR DEVICES SHALL NOT BE ATTACHED TOPROTECTED TREES.8.SHOULD ANY CONSTRUCTION ACTIVITY TAKE PLACE WITHIN THE CRITICALROOT ZONE (CRZ) OF ANY TREES, STRESS REDUCTION MEASURES SHALL BEIMPLEMENTED. THESE CAN INCLUDE AIR SPADING AND ROOT PRUNING,SIGNAGE AND FENCING, AND/OR BIOSTIMULANT AND GROWTH REGULATORTREATMENTS IN ADVANCE OF DISTURBANCE.9.ANTI- COMPACTION MEASURES SHALL BE IMPLEMENTED INSIDE THE CRZ BUTOUTSIDE THE TPZ IF THEY DO NOT COINCIDE.10.FOLLOW ANSI A300 PRUNING STANDARDS WHEN CONDUCTING ANY PRUNINGON EXISTING TREES. ANY PRUNING BEYOND 20 PERCENT OF THE TREECANOPY SHOULD BE APPROVED BY THE PROJECT ARBORIST.

LEGENDEXISTING TREE TO REMAINEXISTING TREE TO BE REMOVEDPROPOSED TREETREE PROTECTION FENCE, SEE DETAIL 1/L-901EXISTING TREE TO REMAIN OUTSIDE LIMIT OF WORK (L.O.W.)TREE SUMMARY196EXISTING TREES PER ARBORIST REPORT86EXISTING TREES REMOVED177PROPOSED NEW TREES L-061TREE PROTECTIONPLAN1"=40'-0"
BCA
C
REV.

D
D

USE PERMIT

01.30.26 WS
RG
MM
RE

USE PERMIT

01.30.26 0
.3
0 26

20'
30'
20'9'-6"8'
66'
6'
5'-5" (E)
6' TYP
18'-10" 5'-7" (E)
48'-5"8'22'-5"
6'
24'
6'-6"447'-6"PARKING AREA
11' +/-PLTG BUFFER
30'20'-6"19'20'-6"24'
19'-6"
182'PARKING AREA
106'-5"AMENITY LANDSCAPE
295'-8"
7'-9"9'27'12'-7"
108'20' 46'-3"20' 5'-3" (E)
24'
6'
6' 6'
6'
8'
29'
100'-9"
6'-6"
85'-4"
2' CLR MIN
19'-4"
6'6'3'30'
54'
6'-8"
18' 18'
8'
8'-10"
52'-6"
0204080

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REVCHK.APP.

APPROVED:

USE PERMITRG 01.24.25MM

DESCRIPTIONBY DATE
SUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

SERVICE & LOADING AREA

PROPERTY LINE

EDGE OF CANAL

UTILITY YARD
(E)
PROPOSED BUILDING 1165
(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
PA
PAPA
PA
STATE ROUTE 92

CHESS DRIVE

ONE-WAY DROP-OFF

ACCESS AISLE
LOBBY
ADA
EP
EP

ADA VAN
ADA
EV
EV
EV
PA
PA
PA
PA
PA
EVA (20')
EVA (20')
EVA (26')

HATCH DRIVE

BUILDING ABOVE
PA
PA PA
PA
BFP
PA
PA
BFP
SD
FH
FH FH
SD
SD
SV
WM
BFPWM
V
V T
ADA
PA

PROPERTY LINE
PA
ADA

ADA VAN
PA
PA
PA
PA
PA
PA
PA
BFP
BFP
BFP
FH
FH
FH
SD
SD
SD
BFP

LOBBY PLAZA
(E)
(E)
(E)
(E)
(E)
EV EV
TBOX
SV PA
I
PA

BMP BMP

BMPBMPBMP
BMP
BMP
BMP
BMP
PA
PA
MCMC

BREAKROOM
BMP
SIGN
FUTUREGEN.

SIGN
SIGN

SHORT-TERM BIKE PARKING

LONG-TERM BIKE PARKING

SVSVSVSVSVSV
GATE
GATE
SD
SD
(E) (E)
EV
EV
EV

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE
EV
EV

ADA VAN EV
ADA EV
EV

EV CAPABLEEV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

EV CAPABLE

EV CAPABLEEV CAPABLE

CENTERLINE

ALIGNTREE TRUNK LOCATIONBUILDING ENTRANCE / EXIT DOORSECURITY FENCEBMPFLOW-THROUGH PLANTERPAPLANTING AREALOWLIMIT OF WORKSIGNMONUMENT SIGN, PER VP SIGNAGE GUIDELINES

ADAPARKING STALL - ACCESSIBLEASR(E) AUTOMATIC SPRINKLER RISER, ABOVE GRADE

BMPSTORMWATER TREATMENT AREABFPBACKFLOW PREVENTER, ABOVE GRADE

CBSTORM DRAIN CATCH BASINEPPARKING STALL - EXPECTANT PERSONEVELECTRICAL VEHICLE CHARGING STATIONEVCSEV CAPABLE CHARGING STALLFDCFIRE DEPARTMENT CONNECTION

FHFIRE HYDRANTIINTERRUPTERJBJUNCTION BOXMUTILITY METER, FLUSH WITH GRADE

MCMOTORCYCLE PARKINGMHMANHOLESSWITCH, ABOVE GRADE

SVSETTLEMENT VAULT, FLUSH WITH GRADE

TTRANSFORMER, ABOVE GRADE

TCTRANSITION CABINETTSTRANSITION SWITCH, ABOVE GRADE

TTTEMPORARY CONSTRUCTION TRANSFORMER, ABOVE GRADE

VUTILITY VAULT, FLUSH WITH GRADE

WMWATER METER

SHEET NOTES

1.SEE SHEET L-000 & L-001 FOR GENERAL NOTES, INCLUDING LANDSCAPELAYOUT NOTES.

2.SEE CIVIL DRAWINGS FOR SITE DEMO PLAN.

3.SEE CIVIL DRAWINGS FOR EXISTING AND PROPOSED SITE UTILITIES.

4.SEE ARCH DRAWINGS FOR PARKING COUNT

LEGENDLC
L-100

LAYOUT PLAN
1"=40'-0"
RE

USE PERMIT

01.30.26 0
.3
0 26
A
B
C
D
0204080
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

7.ALL PAVERS TO HAVE 1/16" JOINT SPACING WITH POLYMERIC SAND-SWEPTJOINTS.CAST IN PLACE CONCRETE, PEDESTRIANCONCRETE UNIT PAVERS OVER CONCRETE SLAB,PEDESTRIAN ASPHALT, VEHICULARSEE NOTE #4CIP CONCRETE VEHICULARTYPE 1 (TEXTURED TRAFFIC CALMING)DECORATIVE ROCK MAINTENANCE STRIPPRECAST CONCRETEDETECTABLE WARNING PAVERSSEE NOTE #41/4" THK STEEL EDGE RESTRAINTSECURITY FENCEVISUALLY PERMEABLE - SEE ARCHITECTURE DRAWINGS12 PRECAST CONCRETE SEATWALL

SERVICE & LOADING AREA

PROPERTY LINEEDGE OF CANAL
UTILITY YARDPROPOSED BUILDING 1165

PAPAPA PA
STATE ROUTE 92

CHESS DRIVEONE-WAY DROP-OFFACCESS AISLE
LOBBY
PAPA
PAPAPA
EVA (20')
EVA (20')
EVA (26')

HATCH DRIVE

BUILDING ABOVE
PA
PA PA
PA
BFP
PAPA
BFP
SD

FH FH FH
SD
SD
SV
WM

BFPWMVVT
PA

PROPERTY LINE
PA PA

PAPAPAPA
PAPA

BFPBFPBFPFH
FH
FH
SD
SD
SD
BFP

LOBBY PLAZA

EVEVTBOX
SVPA
I
PA
BMP
BMP

BMPBMPBMP
BMP
BMP
BMP
BMPPA
PA

BREAKROOM
BMP
SIGN
FUTUREGEN.

SIGN
SIGN

SVSVSVSVSVSV
GATE
GATE
SDSD
L-200MATERIAL PLAN1"=40'-0"
2 PA
2 2
111 1
BCA
C
REV.

D
D

USE PERMIT

01.30.26 WS
RG
MM
RE

USE PERMIT

01.30.26 0
.3
0 26

AC
AC

CONCSWK
CONCSWKConcrete
Concrete
ConcreteConcrete
Asphalt
Asphalt
Asphalt
Asphalt
110
105
105
STOP

CHESS DRIVE

CHESS DRIVE
106.8
x106.6x106.5106.6
x107.1
x106.6
x106.6
x106.7
x106.8
x106.9
x106.9
x106.6
x106.4
x106.3
x106.5
x106.8
x106.9x107.1
x108.6
x108.5
x108.5
x108.5
x108.6
x108.5
x108.6
x108.5
x108.4
x109.5
x110.5
x106.8
x107.1
x108.4
x107.6
x105.6
x105.6x105.7
FFE 109.00
(FS105.96)
(FS106.57)
TC 108.30BC 107.80TC 108.21BC 107.71
FS 108.98FS108.982.9%

1.6%

1.7%4.0%

4.6%
(FS107.00)
FS108.98

0.5%SCD
(BC 108.98)

FLUSH CURBSFLUSH CURBS
FS108.83
(FG106.00)(FG106.00)
TW 117.00

1.5%
FS 108.98FS 108.98
FS 108.83
GB
FS108.98

1.7%

XXXXXXXXXXXXXXXXXX

1.5%XXXXXXXXXXXXXX
XXX SW
AD

1.5%

1.5%
BMP 630 SF
BMP 850 SFBMP 1,150 SF
BMP 565 SF
BMP2,760 SFBMP320 SF
BMP 890 SF

XXXXXXXXXX
GBGB

GB SWSW

SWGBGBGBGB

1.8%1.2%
TC 108.21BC 107.71SW(FL 105.93)
(FL 105.93)GB
TC 107.85BC 107.35(FS 106.50)(TC 106.43)
FFE 109.00
FFE 109.00
BMP2,270 SF
BMP1,195 SF
BMP710 SF
ADAD
AD
AD
ADADADTW +16"0.8%ADADGBFS 108.83ADAD ADFS 108.36
AD
AD
FS 108.36AD

CBOPCBOP
TDR
TDR102.5
106.4
105.0103.7
104.7104.7104.7 104.7
106.6 106 GB
GB
0204080
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

SERVICE & LOADING AREA

PROPERTY LINEEDGE OF CANAL
UTILITY YARDPROPOSED BUILDING 1165
STATE ROUTE 92

CHESS DRIVE

ACCESS AISLE

LOBBYEVCAPABLE

EVCAPABLE

EVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLE
ADA

EVEVEVEV

EVCAPABLE

HATCH DRIVE

EVCAPABLEEVCAPABLE
ADA

PROPERTY LINE

EVCAPABLEEVCAPABLE

EVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLE

EVCAPABLEEVCAPABLEEVCAPABLEEVCAPABLEEV BREAKROOM

1.SEE SHEET L-000 TO L-002 FOR GENERAL NOTES, INDEX, ABBREVIATIONS ANDSYMBOLS.2.CONTRACTOR TO FIELD VERIFY ALL EXISTING GRADES AND REPORT ANYDISCREPANCIES IMMEDIATELY TO THE OWNER BEFORE PROCEEDING WITHWORK.3.GRADE SURFACE TO ENSURE POSITIVE DRAINAGE FROM ALL STRUCTURES.FINISHED ELEVATION OF PAVING AT BUILDING ENTRIES MAY NOT BE LOWERTHAN 1/4” BELOW FFE. FOR GRADES OF BUILDING FFE AND PODIUMELEVATIONS SAD/SSD.4.CROSS PITCH OF PEDESTRIAN PAVING MAY NOT EXCEED 2%.5.DECKS, TERRACES, SEATING PLATFORMS, AND OPEN JOINT SURFACES TO BEINSTALLED LEVEL (NO SLOPE) UON.6.PITCH EVENLY BETWEEN ALL SPOT GRADES AND CONTOUR LINES UON.GRADE SURFACES TO PREVENT PONDING OR SURFACE DRAINAGE.7.TOP OF WALL PROFILES ARE TO BE LEVEL UON.8.HOLD DOWN FINISH GRADE OF PLANTING AREA PLANTING SOIL TOACCOMMODATE FLUSH CONDITION BETWEEN TOP OF MULCH AND ADJACENTPAVING UON

9.SEE CIVIL DRAWINGS FOR FLOW THROUGH PLANTER DRAINAGEINFRASTRUCTURE, STORMWATER CONNECTIONS, AND LINER. REFER TOLANDSCAPE SPECIFICATIONS FOR FLOW-THROUGH PLANTER SOIL.10.SEE CIVIL DRAWINGS FOR GRADING OF VEHICULAR PAVING, CURBS, ANDGUTTERS.FRENCH DRAINSPOT ELEVATIONGRADE BREAKGBABBREVFINISH SURFACEFSBOTTOM OF STAIRBSFINISH FLOOR ELEVATIONFFETOP OF CURBTCTOP OF SLOPED WALKTSWHIGH POINTHPGRADE BREAKGBTOP OF STAIRTSFGFINISH GRADETC(E)TOP OF CURB - EXISTING X.X%% SLOPE OF GRADE

TOP OF WALLTW

TRENCH DRAINAREA DRAINOVERFLOW DRAIN, SCDADOVFL

BOTTOM OF SLOPED WALKBSWBOTTOM OF RAMPBRTOP OF RAMPTR
SYMBOLITEM / DESCRIPTIONXX.XXFDRTDR

SWALESW

SHEET NOTESLEGENDSYMBOLITEM / DESCRIPTION

1.LIMIT OF WORK SHOWN 1'-6" OFFSET FOR CLARITY.2.SEE SHEET L-000 & L-001 FOR GENERAL NOTES, INDEX, ABBREVIATIONS ANDSYMBOLS. SEE SHEET L-100 FOR EXISTING UTILITY ABBREVIATIONS ONPLANS.3.SEE CIVIL DRAWINGS FOR SITE DEMO PLAN.4.SEE CIVIL DRAWINGS FOR VEHICULAR PAVING ASSEMBLIES.5.SEE CIVIL DRAWINGS FOR EXTENT AND DEPTH OF COBBLE (DECORATIVEROCK TYPE #2) AT STORMWATER MANAGEMENT AREAS. LANDSCAPEARCHITECT TO SELECT AND REVIEW COBBLE FOR CONSISTENCY WITHOVERALL PROJECT AESTHETICS.6.ALL EXPOSED WOOD (INCLUDING BUT NOT LIMITED TO WOOD PLATFORMS,HANDRAILS, AND CLADDING FOR LANDSCAPE ELEMENTS) TO BE FSCCERTIFIED, RECLAIMED, ACETYLATED, OR POLYMERIZED. DOMESTICALLYSOURCE WOOD SPECIES ARE PREFERRED. ALL WOOD TO HAVE A JANKAHARDNESS RATING OF AT LEAST 1300 LBF. NO TROPICAL HARDWOOD TO BESPECIFIED.7.EXISTING UTILITY VAULTS AND BOXES TO REMAIN ARE TO BE REPOSITIONEDTO BE FLUSH WITH ADJACENT FINISH SURFACE ELEVATIONS.

8.SEE STRUCTURAL DRAWINGS FOR HINGE SLAB DETAILS AT CONNECTION TONTDC 335 BUILDING.9.DESIGN OF SITE WALLS AND FOOTINGS, INCLUDING LIGHT POLEFOUNDATIONS AND WALLS AT STORMWATER TREATMENT BASINS, TO BECOORDINATED WITH STRUCTURAL ENGINEER DURING CONSTRUCTIONDOCUMENTS PHASE.10.ALL PAVERS TO HAVE 1/16" JOINT SPACING WITH POLYMERIC SAND-SWEPTJOINTS.11.GRASSPAVE TO MATCH EXISTING CAMPUS SPECIFICATION AND SUPPORTFIRE TRUCK LOADS OF 68,000 LBS.

CURB OPENINGCBOP ITEM / DESCRIPTION
L-300GRADING &DRAINAGE PLAN1"=40'-0"
BCA
C
REV.

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L2
L3
L2L2L2L2L2
L3
L2L2L2L2L2
L3L3L3 L2
L1
L1
L1
L2
L2
L2
L2
L2
L2
L2L2L2 L2
L2
E3
L2
L3
L1
L1
L1
L2
BR (11)B1B1 B1B1L1
L1
L1
L1L4
L4
L2
TR (3)
BL (10)
L1L1 L1L1
L1
L1L1
L1
L5
L1CT
L2
L2
L1
L1
4'8'4'-6"4'
L2
CT L5L5
30' TYPL1 LIGHTS30' TYPL1 LIGHTS
3' TYP
54'L2/L3 LIGHTS54'L2/L3 LIGHTS
3' TYP
SIGN

SIGN SIGN
SWBL (10)
0204080
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

SERVICE & LOADING AREA

PROPERTY LINEEDGE OF CANAL
UTILITY YARDPROPOSED BUILDING 1165

PAPAPA PA
STATE ROUTE 92

CHESS DRIVEONE-WAY DROP-OFFACCESS AISLE
LOBBY
PAPA
PAPAPA
EVA (20')
EVA (20')
EVA (26')

HATCH DRIVE

BUILDING ABOVE
PA
PA PA
PA
PAPA
PA

PROPERTY LINE
PA PA

PAPAPAPA
PAPA

LOBBY PLAZA PAPA
BMP
BMP

BMPBMPBMP
BMP
BMP
BMP
BMPPA
PA

BREAKROOM
BMP
L-400FURNISHING &LIGHTING PLAN1"=40'-0"
SHEET NOTES1.SEE SHEET L-004 FOR CONCEPTUAL FURNISHING, LIGHTING, AND SIGNAGEIMAGERY. SEE LIGHTING SHEETS EL-100 AND EL-101 FOR OUTDOOR LIGHTFIXTURES AND PHOTOMETRICS.2.DIMENSIONAL LAYOUT OF EXTERIOR LIGHT FIXTURES AND COORDINATIONWITH ADJACENT LANDSCAPE ELEMENTS ARE SHOWN ON LANDSCAPEDRAWINGS.3.SEE ARCHITECTURE AND LIGHTING DRAWINGS FOR ALL EXTERIORBUILDING-MOUNTED LIGHTING, INCLUDING LIGHTING AT BUILDING ENTRIES,AND SERVICE AREAS. BUILDING-MOUNTED LIGHTING IS NOT SHOWN ON THISPLAN4.BIKE PARKING LAYOUT TO CONFORM TO FOSTER CITY BICYCLE TECHNICALGUIDELINES.5.SHORT TERM (CLASS 2) BIKE PARKING AREAS ARE LOCATED WITHIN 100 FT OFBUILDING ENTRANCES AND ARE CLEARLY VISIBLE FROM BUILDINGENTRANCES.6.SAMPLES, MOCKUPS, AND SHOP DRAWINGS FOR CUSTOM AND CUSTOMIZEDFURNISHINGS TO BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECTPRIOR TO FABRICATION.7.ALL WOOD BOARDS AND STEEL MEMBERS TO HAVE SMOOTH EASED EDGES,ENDS, AND CORNERS AND BE DULL TO THE TOUCH.

8.ALL FIXED FURNISHINGS IN PUBLICLY-ACCESSIBLE AREAS TO BE MOUNTEDWITH TAMPER-RESISTANT FASTENERS.FURNISHING LEGEND TRASH, RECYCLE, & COMPOST RECEPTACLESBIKE RACK (SHORT TERM BIKE PARKING)TRBRRELOCATED STREET LIGHT, SCDR1 PRECAST CONCRETE SEATWALLSWPEDESTRIAN POLE LIGHT

MOVABLE FURNISHINGS SHOWN FOR REFERENCE, NIC
BACKED BENCHB1LIGHTING LEGEND

ELECTRIC VEHICLE CHARGING STATION (DUAL),GILEAD STANDARDEC L1PARKING LIGHT - SINGLE HEADL2PARKING LIGHT - DOUBLE HEADL3MULTI-HEAD POLE LIGHT - 4 HEADSL4BOLLARD LIGHTSL5EXISTING STREET LIGHT, SCD(E) BIKE LOCKER (LONG TERM BIKE PARKING)BLIDENTITY SIGN, GILEAD STANDARDSIGN

COMMUNAL TABLECT

BUILDING MOUNTEDSOFFIT LIGHTING, SAD
(E) R1
BL (10)4'-6"
BCA
C
REV.

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UTILITIES IN THIS AREATO BE SCREENED WITHSHRUBS
0204080
JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

SERVICE & LOADING AREA

PROPERTY LINEEDGE OF CANAL

UTILITY YARD
(E)
PROPOSED BUILDING 1165
(E)
(E)(E)
(E)(E)(E)
(E)
(E)
(E)
STATE ROUTE 92

CHESS DRIVEONE-WAY DROP-OFFACCESS AISLE
LOBBY
EVA (20')
EVA (20')
EVA (26')

HATCH DRIVE

BUILDING ABOVE

PROPERTY LINE

LOBBY PLAZA
(E)
(E)(E)
(E)(E)
BMP
BMP

BMPBMPBMP
BMP
BMP
BMP
BMP

BREAKROOM
BMP
(E)(E)
SYMBOLTREE TYPE 1.SEE SHEET L-060 FOR TREE REMOVAL PLAN AND SHEET L-061 FOR TREEPROTECTION PLAN.2.REFER TO SHEET L-001 FOR TREE AND PLANTING GENERAL NOTES.3.ALL TREES SHOWN ON PLANS SHALL BE MAINTAINED BY THE BUILDING OWNERIN A WEED AND LITTER FREE CONDITION AT ALL TIMES, AND IN A HEALTHYGROWING CONDITION CONSISTENT WITH THE CITY OF FOSTER CITYSTANDARDS.4.TREE BRANCHES TO BE MAINTAINED WITH A MINIMUM OF 80 INCHES VERTICALCLEARANCE ABOVE ALL PEDESTRIAN PATHS OF TRAVEL.5.ALL TREE BRANCHES THAT EXTEND OVER DEDICATED EVA ROUTES TO BEMAINTAINED AT MATURITY TO A CLEAR HEIGHT OF OF 15'-0" ABOVE PAVING TOCOMPLY WITH CFC 503.2.1.6.ALL PLANTING AREAS TO HAVE A MINIMUM OF 24 INCHES OF PLANTING SOIL.PROVIDE TREE PITS AT ALL TREES. TREE PITS TO HAVE A MINIMUM SOILDEPTH OF 48 INCHES AND A MINIMUM DIAMETER OF 10 FT. PLANTING SOILDEPTHS DO NOT INCLUDE REQUIRED MULCH LAYER.7.A MINIMUM THREE-INCH LAYER OF MULCH IS REQUIRED ON ALL EXPOSED SOILSURFACES OF PLANTING AREAS.8.SOIL DEPTH AT FLOW-THRU PLANTERS TO BE 30 INCHES MINIMUM WHERETREES ARE PRESENT.

9.ALL PLANTING IRRIGATION TO EXCEED STATE REQUIREMENTS OF MODELWATER EFFICIENT LANDSCAPE ORDINANCE.10.A WEATHER SENSOR IS REQUIRED FOR PLANTING IRRIGATION. WEATHERSENSOR MUST HAVE UNOBSTRUCTED ACCESS TO SUN AND RAIN. LOCATIONOF SENSOR TO BE COORDINATED WITH ARCHITECT. HARD-WIRING BETWEENSENSOR AND CONTROLLER TO BE COORDINATED WITH ELECTRICALENGINEER.11.AN IRRIGATION CONTROLLER IS REQUIRED FOR PLANTING IRRIGATION.CONTROLLER EQUIPMENT CAN BE WALL-MOUNTED WITHIN SERVICE AREA ORPEDESTAL MOUNTED SOUTH OF BUILDING. LOCATION AND TYPE OFCONTROLLER TO BE DETERMINED IN FUTURE PHASES.12.RIGID ROOT BARRIERS REQUIRED WHERE TREES ARE WITHIN 5 FEET OFCURBS OR UTILITIES. EXTEND ROOT BARRIER 6 FEET FROM CENTER OF TREEAT EACH SIDE.13.RIGID ROOT BARRIERS AT STREET CURBS AND UTILITIES TO BE 48 INCHESDEEP. ROOT BARRIERS AT TREES ADJACENT TO PATHS TO BE 18 INCHESDEEP.14.ASSUME ALL TREE PITS AND TRENCHES REQUIRE SUBDRAINAGE UNLESSOTHERWISE DETERMINED THROUGH INFILTRATION TESTING.

BOTANICAL NAME

EXISTING TREESTO REMAIN
PLANTING KEYPLANTING AREAGRASSES, PERENNIALS, AND SHRUBSPLANTING AREABIORETENTION BASINPLANTING AREAMIXED MEADOWSHEET NOTESTREE LISTTREE TYPE 1STRUCTURAL TREE TREE TYPE 4SCREENING TREETREE TYPE 2ACCENT TREETREE TYPE 3SHADE TREE

COMMON NAME
SEE LANDSCAPE PALETTEFOR TREES UNDER CONSIDERATIONTHE MEADOW WILL BE MADE UP OF A HYDROSEED MIXTURE OF NATIVE AND ADAPTEDGRASSES, PERENNIALS, AND ANNUALS OVERPLANTED WITH MEADOW GRASS MATRIXPLUGS TO ACHIEVE A RAPID AND ATTRACTIVE PLANTING FIELD.

L-6001"=40'-0"PLANTING PLAN
L-6012
L-6011
BCA
C
REV.

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BMP
PM3
JP
SIGN

EVTBOXEV
BFP

ONE-WAYDROP-OFFLOBBYPLAZALOBBY

BREAKROOM
PLANTING AT SIGN TO BELESS THAN 18" HIGHFOR VISIBILITY

ACCESS AISLEACCESS AISLE
ASArctostaphylos densiflora 'Sentinel' or 'Howard McMinn' / Manzanita15 gal.

CCCeanothus x 'Concha' / Concha Wild Lilac
5 gal.

HAHeteromeles arbutifolia / Toyon
5 gal.

RCSRhamnus californica / Coffeeberry
15 gal.

RIRhus integrifolia / Lemonade Berry
5 gal.

Westringia 'Morning Light' / Coast RosemaryLomandra longifolia 'LM300' / Breeze™ Mat RushMuhlenbergia dubia / Pine Muhly 1 gal.

GM1Festuca mairei / Atlas FescueGRASS MIX 1 (SUNNIER)
1 gal.

Muhlenbergia dubia / Pine Muhly
1 gal.

GM2Festuca mairei / Atlas FescueGRASS MIX 2 (SHADIER)
1 gal.1 gal.

PERENNIAL MIX 1 (SUNNIER)
5 gal.

PERENNIAL MIX 2 (SHADIER)Dietes bicolor / Fortnight LilyGalvezia speciosa 'Firecracker' / Firecracker Island Snapdragon
Mimulus aurantiacus / Sticky MonkeyflowerSalvia greggii 'Royal Bumble' / Royal Bumble SageGalvezia speciosa 'Firecracker' / Firecracker Island Snapdragon
Mimulus 'Jelly Bean Orange' / Monkeyflower Hybrid
1 gal.

PERENNIAL MIX 3 (LOWER HEIGHT)
5 gal.

Galvezia speciosa 'Firecracker'
/ Firecracker Island Snapdragon
Verbena lilacina 'de la Mina' / De la Mina VerbenaLimonium 'perezii' / Sea LavenderBaccharis pilularis 'Pigeon Point' / Coyote Bush
Leonitis leonurus / Lion's TailMuhlenbergia dubia / Pine Muhly1 gal.1 gal.1 gal. 5 gal.1 gal.1 gal.1 gal.5 gal.1 gal.1 gal.PM1PM2PM3
1 gal.

BIOBIORETENTION BASINSJuncus patens / California Gray RushEXISTING TREE TO REMAIN,SEE TREE PROTECTION DETAILSJACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

D
D

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01.30.26 WS
RG
MM
RE

USE PERMIT

01.30.26 0
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JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

TREE TO BEPROTECTEDTREE TO BEPROTECTED
NOTES:1.TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY SITE WORK, CLEARING ORDEMOLITION.2.TREE PROTECTION FENCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. REMOVEFENCE ONLY WITH APPROVAL AND AFTER ALL SITE WORK HAS BEEN COMPLETED.3.TREES TO BE PRESERVED ARE TO BE PROTECTED BY A FENCE WHICH IS TO BE MAINTAINED ATALL TIMES AT A MINIMUM DISTANCE OF THE CANOPY DRIPLINE. ALL FILL SOIL SHALL BE KEPTOUT OF THE TREE PROTECTION ZONES (TPZ) BOTH DURING AND AFTER CONSTRUCTION.4.PROTECTED TREES THAT HAVE BEEN DAMAGED OR DESTROYED BY CONSTRUCTION SHALL BEREPLACED OR THE CITY SHALL BE REIMBURSED. CHEMICALS OR OTHER CONSTRUCTIONMATERIALS SHALL NOT BE STORED WITHIN THE DRIPLINE OF PROTECTED TREES. DRAINSSHALL BE PROVIDED AS REQUIRED BY THE DIRECTOR WHENEVER FILL SOIL IS PLACED AROUNDPROTECTED TREES.5.SIGNS, WIRES, OR SIMILAR DEVISES SHALL NOT BE ATTACHED TO PROTECTED TREES.6.SHOULD ANY CONSTRUCTION ACTIVITY TAKE PLACE WITHIN THE CRITICAL ROOT ZONE (CRZ) OFANY TREES, STRESS REDUCTION MEASURES SHALL BE IMPLEMENTED. THESE CAN INCLUDE:- AIR SPADING AND ROOT PRUNING- FENCING- SIGNAGE AND FENCING- BIOSTIMULANT AND GROWTH REGULATOR TREATMENTS IN ADVANCE OF DISTURBANCE7.ANTI- COMPACTION MEASURES SHALL BE IMPLEMENTED INSIDE THE CRZ BUT OUTSIDE THE TPZIF THEY DO NOT COINCIDE.8.FOLLOW ANSI A300 PRUNING STANDARDS WHEN CONDUCTING ANY PRUNING ON TREES. ANYPRUNING BEYOND 20 PERCENT OF THE TREE CANOPY SHOULD BE APPROVED BY PROJECTARBORIST. 6 GA ALUM. WIRE TIESAT 24" O.C. TYP

DRIPLINE
CRZRADIUS(EXAMPLE: 45'-0" FOR 30" DBH TREE)TREE PROTECTIONFENCE AT CRZ.

SECTION ELEVATIONEXISTING UNDISTURBED SOILEXISTING UNDISTURBED SOILTREE PROTECTIONSCALE: 3/4" = 1'-0"

CRITICALROOT ZONE
1L-901PLANTING DETAILSAS INDICATED
2" O.D. CORNER LINE POSTOR SIMILAR.
2" MESH CHAIN LINK FABRIC ORSIMILAR TREE PROTECTION FENCE2" O.D. CORNER LINE POSTOR SIMILAR.

BCA
C
REV.

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JACOBS PROJECT NO4 EMBARCADERO CENTERREVCHK.APP.

APPROVED:

USE PERMITRG01/24/25MM
DESCRIPTIONBYDATESUITE 3800SAN FRANCISCO, CA. 94111
DRAWING NUMBER:DRAWN:DATE:DESIGN:CHECKED:APPROVED:SCALE:CAD FILENAME:REV.

REMOVE TREE TAG AT SUBSTANTIALCOMPLETION
3" MULCH AROUND TREE - HOLD MULCH AWAYFROM TREE FLARE

PLANTING SOIL
10' METAL TREE STAKES1'-6" MIN PENETRATIONINTO SUBGRADEREMOVE WIREBASKET & BURLAPFROM TOP 2/3OF ROOTBALLROOTBALLRAISED SUBGRADE PEDESTAL

STAKES ON THREEOPPOSING SIDESEDGE OF ROOTBALL

CENTRAL LEADER

TREE TRUNK

SECTION

TEMPORARY SOIL SAUCER FOR WATERING -REMOVE PRIOR TO SURFACE FINISHING

REMOVE TRUNK GUARD AFTERPLANTINGPLANT TRUNK PLUMBPROTECT BRANCHES FROMDAMAGE NOTES:1.INSTALL SUBDRAINAGE AT BOTTOM OF ALLTREE PITS AND TRENCHES. REFER TO SOILSPLAN FOR DEPRESSED SOIL AREAS AT TREES.SEE CIVIL DRAWINGS FOR SUBDRAIN PIPELAYOUT AND CONNECTIONS.2.IN HIGH WIND CONDITIONS, SUPPLEMENTALSTAKING AND GUYING WILL BE REQUIRED ATANY TREES THAT APPEAR TO HAVE SHIFTEDOUT OF PLUMB AND VERTICAL ALIGNMENTAFTER INSTALLATION.3.PROVIDE RIGID ROOT BARRIER AT ALLHARDSCAPE EDGES WITHIN 5FT OF TREE TRUNK

SYNTHETIC STRAPPING, SEE SPEC

BACKFILL TREE PITS WITH PLANTING SOIL TO FULLDEPTH
MIN 1X ROOT BALLTO STAKE
PLAN4' MINSOIL AT TREESTRENCH BOTTOMSLOPE TO DRAIN2% MIN TREE PLANTING & STAKINGSCALE: 3/4" = 1'-0"PERFORATED PIPE SUBDRAINAGE,CONTINUOUS ALONG SOIL PIT, DEPTHVARIES, SCD

PREVAILING WINDDIRECTION
6"+DIRRIGATION AND UTILITY BOX LAYOUT1.COORDINATE PLACEMENT OF BOXES, SIGNS, ANDFOOTINGS TO PRESERVE CONTINUOUS OUTERROW OF EACH PLANTING BED2.ALL UTILITY BOXES TO ALIGN WITH EACH OTHERAND BE SPACED EVENLY3.UTILITY BOXES SHALL NOT BE PLACED WITHIN 4FTOF A TREE4.UTILITY BOXES SHALL NOT BE PLACED ATPLANTING BED CORNERS - PLANTS SHOULDALWAYS BE CONTINUOUS AT CORNERS5.UTILITY BOXES SHALL NOT BE PLACED IN HIGHLYVISIBLE AREAS OF PLANTING BEDS - INTENT IS TOOBSCURE VISIBILITY OF UTILITY BOXES

PAVINGUTILITY BOX LAYOUT TOPROVIDE CONTINUOUS ROWOF PLANTING AT PERIMETER 6" MINCONTROL JOINT
6"NOTES :1.COORDINATE PLACEMENT OF BOXESWITH EXPANSION AND CONTROLJOINT LOCATIONS - DO NOT OVERLAP.2.ALIGN ALL UTILITY BOXES PARALELLTO PAVING EDGES.PLANTING AREAALIGN

ALIGNPAVING

UTILITY BOXUTILITY BOX
UTILITY BOX ALIGNMENT IN PAVINGSCALE: 1/2" = 1'-0"
UTILITY & IRRIGATION BOX ALIGNMENT IN PLANTINGSCALE: 1/2" = 1'-0"2 3 PERENNIAL PLANTINGSCALE: NTSVARIES
NOTE:SEE PLANT SCHEDULE FOR EXACT SPACING FOREACH SPECIES PLANTING SOIL, SEE PLANTING SOILNOTES ON SHEET L-0003" ORGANIC OR MINERAL MULCH, TYPPERENNIAL PLANTING,SEE PLANTING PLANPLAN

SECTIONCOMPACTED SUBGRADE
DDDDDDD = DIAMETER OF PLANT
L-902PLANTING DETAILSAS INDICATED
4 REMOVE TREE TAG AT SUBSTANTIALCOMPLETIONREMOVE TRUNK GUARD AFTERPLANTINGPLANT TRUNK PLUMB BCA
C
REV.

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USE PERMIT

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________
AE-202
1 ________
AE-202
2 ________
AE-201
2 16 14
A
G
D
215 14 13 12 11 10 9 8 7 6 5
3 AE-301
_______
3 AE-301
_______
C
E
B
F
474' - 8"
32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 53' - 4" 37' - 4" 186' - 0"
28' - 0" 30' - 0" 38' - 0" 38' - 0" 30' - 0" 22' - 0"
2 AE-301
_______
2 AE-301
_______
STAIR

ELEVATORS
STAIR

RESTROOMS
LAB

SERVICE YARD
1 AE-301
_______
1 AE-301
_______
STAIR
3 FIRE CONTROL
ROOM
WATER

SERVICE
ROOM

MECHANICAL / ELECTRICAL
LAB
LAB
OFFICE

SHIPPING / RECEIVING

WAREHOUSE
LAB
IDF

MDF ELECTRICAL UPS

PREACTION
CLOSET
STAIR #3

SERVICE ELEV
IDF
OFFICE
________
AE-201
3 DOCK AREA
BREAK
ROOM

BUILDING FUNCTION LEGEND

BUILDING CORE
OFFICE

BUILDING SUPPORT GROUP

BUILDING CIRCULATION
LAB

WAREHOUSE

BREAK ROOM

BUILDING DATA
PROPOSED BUILDING HEIGHT:

STORIES: 2
TOP OF PARAPET: 47'-0"
TOP OF ROOF SCREEN: 60'-0"
PROPOSED BUILDING AREAS (SF):

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
D

01.30.26 AE -101
63JYZZ01
FLOOR PLAN - LEVEL 1
DGA
DGA
DGA
DGA
SCALE: 3/64" = 1'-0" 1 FLOOR PLAN - LEVEL 1
PLAN

NORTH TRUE
NORTH

BM JR MD

BM JR MD
LEVEL 1 88,479
LEVEL 2 86,306
TOTAL 174,785

BM JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26 BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
________
AE-202
1 ________
AE-202
2 ________
AE-201
1 ________
AE-201
2 16 14
A
G
D
215 14 13 12 11 10 9 8 7 6 5
3 AE-301
_______
3 AE-301
_______
C
E
BB
F
474' - 8"
32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 53' - 4" 37' - 4" 186' - 0"
28' - 0" 30' - 0" 38' - 0" 38' - 0" 30' - 0" 22' - 0"
2 AE-301
_______
2 AE-301
_______
LAB
1 AE-301
_______
1 AE-301
_______

ELEVATORS
OFFICE
STAIR

ELEVATOR
STAIR
3 STAIR #2

ELECTRICAL
ROOM
UPS
IDF
CHASE
STAIR #4

ELECTRICAL
IDF

MATERIAL LIFT
SHAFT

ELECTRICAL
STAIR
SHAFT

WAREHOUSE
________
AE-201
3 ELEC. RM.

STAIR
STAIR

BUILDING FUNCTION LEGEND

BUILDING CORE
OFFICE

BUILDING SUPPORT GROUP

BUILDING CIRCULATION
LAB

WAREHOUSE

BREAK ROOM

BUILDING DATA
PROPOSED BUILDING HEIGHT:

STORIES: 2
TOP OF PARAPET: 47'-0"
TOP OF ROOF SCREEN: 60'-0"
PROPOSED BUILDING AREAS (SF):

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
D

01.30.26 AE -102
63JYZZ01
FLOOR PLAN - LEVEL 2
DGA
DGA
DGA
DGA
SCALE: 3/64" = 1'-0" 1 FLOOR PLAN - LEVEL 2
PLAN

NORTH TRUE
NORTH

BM JR MD

BM JR MD
LEVEL 1 88,479
LEVEL 2 86,306
TOTAL 174,785
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

BM JR MD

BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
OS
16 14
A
G
D
215 14 13 12 11 10 9 8 7 6 5
3 AE-301
_______
3 AE-301
_______
C
E
B
F
474' - 8"
32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 26' - 8" 26' - 8" 37' - 4" 186' - 0"
28' - 0" 30' - 0" 38' - 0" 38' - 0" 30' - 0" 22' - 0"
2 AE-301
_______
2 AE-301
_______
COOLER
COOLER

COOLER AIR HEAT COOLER
AHU-02 A & B
AHU-01 A & B
TANKS
1 AE-301
_______
1 AE-301
_______
3 CHASE

ELECTRICAL
IDF

PENTHOUSE -
STAIR #5

ELECTRICAL
ROOM
AHU-02 A & B
AHU-04 A & B
AHU-17
AHU-05 A & B
AHU-12
AHU-09
AHU-10
EXH-01
A & B
EXH-01
A & B
AHU-03 A & B
AHU-13
CRC-1
AHU-01 A & B
AHU-11
AHU-08
AHU-07
AHU-05 A & B
AHU-06
AHU-04 A & B
TCUs TANKS

CHILLERS
PUMPS
PUMPS

AIR HEAT COOLER

AIR HEAT COOLER
PUMPS
COOLER
COOLER
AHU-16
PUMPS
TCUs
ELEVATOR ELEV.

EQUIP.

IDF

MECHANICAL

PENTHOUSE

SCREENED ROOF

SCREENED ROOF
29,004 S.F.

EF EF EF EF

BUILDING FUNCTION LEGEND

BUILDING CORE
(STAIR, ELEV., ELEC. ROOMS)

ROOF SCREENED AREA

BUILDING SUPPORT
(PENTHOUSE)

ROOF UNSCREENED AREA

EXHAUST FAN STACK

BUILDING DATA
PROPOSED BUILDING HEIGHT:

STORIES: 2
TOP OF PARAPET: 47'-0"
TOP OF ROOF SCREEN: 60'-0"
PROPOSED BUILDING AREAS (SF):

D
15 14 13 12 11 10 9 8 7
3 AE-301
_______ 3
AE-301
_______
C
E
B
2 AE-301
_______
RIDGE

PENTHOUSE ROOF

SOLAR PANELS ON TOP OF

PENTHOUSE ROOF

ROOF AND

OVERFLOW
DRAIN TYP.

ROOF HATCH
256' - 0"
106' - 0"

ELEVATOR

DOGHOUSE

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
D

01.30.26 AE -103
63JYZZ01

FLOOR PLAN - ROOF LEVELS
DGA
DGA
DGA
DGA
SCALE: 3/64" = 1'-0" 1 FLOOR PLAN - ROOF LEVEL
PLAN

NORTH TRUE
NORTH

BM JR MD

BM JR MD
SCALE: 3/64" = 1'-0" 2 FLOOR PLAN - PENTHOUSE ROOF LEVEL LEVEL 1 88,479
LEVEL 2 86,306
TOTAL 174,785
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

BM JR MD BM JR MD

BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"
T.O. ROOF SCREEN
60' - 0"

A GDC EB F

PARAPET
47' - 0"
22' - 0" 30' - 0" 38' - 0" 38' - 0" 30' - 0" 28' - 0"
186' - 0"
16' - 0"
14' - 2"
MT-3
PC-1
MT-3
MT-1 CMU-1 MT-2

EQ EQ EQ EQ EQ EQ EQ
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"
T.O. ROOF SCREEN
60' - 0"
16 1 42 15 14 13 12 11 10 98765

PARAPET
47' - 0"
3 37' - 4" 26' - 8" 26' - 8" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 474' - 8"
GL-2 GL-1 MT-3 PC-1 MT-1
GL-1 CMU-1
MT-2
3/AE-201 3
GL-1 VISION GLASS 1” LOW-E INSULATING GLAZING, NEUTRAL COLOR GL-2 SPANDREL GLASS 1” LOW-E INSULATING GLAZING, WITH SOLID FLOOD-FILL CERAMIC FRIT ON #4 SURFACE, APPEARANCE TO MATCH GL-1 PC-1 PRECAST CONCRETE PANEL LIGHT, WARM NEUTRAL COLORATION WIT H MEDIUM SANDBLAST FINISH CMU-1 CMU BLOCK MEDIUM, WARM NEUTRAL COLORATION WITH GROUND FACE TO EXPOSE AGGREGAT E MT-1 METAL CHARCOAL GRAY PAINTED FINISH, FACTORY FINISHED WHERE FEAS IBLE MT-2 METAL PAINTED FINISH TO MATCH SURROUNDING WALL COLOR, FACTORY FINIS HED WHERE FEASIBLE MT-3 CORRUGATED METAL PANEL LIGHT GR AY FACTORY PAINTED FINISH LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"
16 PARAPET
47' - 0"
MT-2 CMU-1
2/AE-201 2
MT-1

EQ EQ EQ EQ EQ EQ

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
D

01.30.26 AE -201
63JYZZ01

BUILDING ELEVATIONS
DGA
DGA
DGA
DGA

SC JR MD
SCALE: 3/64" = 1'-0" 1 WEST ELEVATION
SCALE: 3/64" = 1'-0" 2 NORTH ELEVATION
ELEVATION KEYNOTES:

C USE PERMIT 10.10.25
D USE PERMIT 01.30.26
SCALE: 3/64" = 1'-0" 3 NORTH ELEVATION - UTILITY ENCLOSURE B1165
B1165

SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"
T.O. ROOF SCREEN
60' - 0"

AG D CE BF

PARAPET
47' - 0"
22' - 0" 30' - 0" 38' - 0" 38' - 0" 30' - 0" 28' - 0"
186' - 0"
PC-1 MT-3MT-1
GL-1 GL-2
8' - 0 1/2"

EQ EQ EQ EQ EQ EQ EQ
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"
T.O. ROOF SCREEN
60' - 0"
16 14 215 14 13 12 11 10 9 8 7 6 5

PARAPET
47' - 0"
3 37' - 4" 53' - 4" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 474' - 8"
MT-2 GL-1CMU-1
MT-3PC-1
MT-1 MT-1MT-2 CMU-1
MT-1
MT-2
GL-2 GL-1
MT-2
4' - 0"

EXHAUST STACKS

EQ EQ EQ
MT-1
24' - 0 3/8"
GL-1 VISION GLASS 1” LOW-E INSULATING GLAZING, NEUTRAL COLOR GL-2 SPANDREL GLASS 1” LOW-E INSULATING GLAZING, WITH SOLID FLOOD-FILL CERAMIC FRIT ON #4 SURFACE, APPEARANCE TO MATCH GL-1 PC-1 PRECAST CONCRETE PANEL LIGHT, WARM NEUTRAL COLORATION WIT H MEDIUM SANDBLAST FINISH CMU-1 CMU BLOCK MEDIUM, WARM NEUTRAL COLORATION WITH GROUND FACE TO EXPOSE AGGREGAT E MT-1 METAL CHARCOAL GRAY PAINTED FINISH, FACTORY FINISHED WHERE FEAS IBLE MT-2 METAL PAINTED FINISH TO MATCH SURROUNDING WALL COLOR, FACTORY FINIS HED WHERE FEASIBLE MT-3 CORRUGATED METAL PANEL LIGHT GR AY FACTORY PAINTED FINISH SCALE: 3/64" = 1'-0" 1 EAST ELEVATION
SCALE: 3/64" = 1'-0" 2 SOUTH ELEVATION

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
As indicated
D

01.30.26 AE -202
63JYZZ01

BUILDING ELEVATIONS
DGA
DGA
DGA
DGA

SC JR MD
ELEVATION KEYNOTES:

C USE PERMIT 10.10.25
D USE PERMIT 01.30.26
B1165
B1165

SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
D

01.30.26 AE -203
63JYZZ01

EXTERIOR MATERIALS
DGA
DGA
DGA
DGA

SC JR MD
1” LOW -E INSULATING GLAZING, NEUTRAL COLOR

VISION GLASS
GL -1
METAL
MT -1
1” LOW -E INSULATING GLAZING, WITH SOLID FLOOD -FILL
CERAMIC FRIT ON #4 SURFACE, APPEARANCE TO MATCH GL -1

SPANDREL GLASS
GL -2

LIGHT, WARM NEUTRAL COLORATION WITH MEDIUM

SANDBLAST FINISH

PRECAST CONCRETE PANEL
PC -1

MEDIUM, WARM NEUTRAL COLORATION WITH GROUND

FACE TO EXPOSE AGGREGATE

CMU BLOCK
CMU -1

PAINTED FINISH TO MATCH SURROUNDING WALL COLOR,

FACTORY FINISHED WHERE FEASIBLE
METAL
MT -2

LIGHT GRAY FACTORY PAINTED FINISH

CORRUGATED METAL PANEL
MT -3

PAINTED FINISH TO MATCH

SURROUNDING WALL
COLOR

CHARCOAL GRAY PAINTED FINISH, FACTORY FINISHED

WHERE FEASIBLE
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26 SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"

INTERSTITIAL
28' - 3"
T.O. ROOF SCREEN
60' - 0"
16 14 215 14 13 12 11 10 9 8 7 6 5
18' - 0" 13' - 9" 10' - 3" 18' - 0"

ELEVATOR
SHAFT

PENTHOUSE

HIGH BAY

STORAGE
LAB
LAB
OFFICE
37' - 4" 53' - 4" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 474' - 8"

STORAGE

STORAGE SERVICE YARD
/ LOADING
SOFFIT
12' - 0"

PARAPET
47' - 0"
3 PENTHOUSE

UNOCCUPIED MECHANICAL
4' MAX. ABOVE ROOF SCREEN &
PENTHOUSE FOR EXHAUST STACKS TYP.

OFFICE
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"

INTERSTITIAL
28' - 3"
T.O. ROOF SCREEN
60' - 0"

A GDC EB F
18' - 0" 13' - 9" 10' - 3" 18' - 0"

PENTHOUSE
LAB
LAB
22' - 0" 30' - 0" 38' - 0" 38' - 0" 30' - 0" 28' - 0"
186' - 0"
MECH.

SHAFT
LAB
LAB

UNOCCUPIED

MECHANICAL

UNOCCUPIED

MECHANICAL

PENTHOUSE
SOFFIT
12' - 0"

PARAPET
47' - 0"
5' - 0"
STAIR
STAIR
STAIR
LEVEL 1
0' - 0"
LEVEL 2
18' - 0"

ROOF LEVEL
42' - 0"

INTERSTITIAL
28' - 3"
T.O. ROOF SCREEN
60' - 0"

A GDC EB F

ROOF SCREENED
AREA

MECHANICAL
LAB

UNOCCUPIED

MECHANICAL
LAB
18' - 0" 13' - 9" 10' - 3" 18' - 0"
SOFFIT
12' - 0"

PARAPET
47' - 0"
5' - 0"
22' - 0" 30' - 0" 38' - 0" 38' - 0" 30' - 0" 28' - 0"
186' - 0"
LAB
PLAN

NORTH TRUE
NORTH
B1165 1
A
F
315

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
3/64" = 1'-0"
D

01.30.26 AE -301
63JYZZ01

BUILDING SECTIONS
DGA
DGA
DGA
DGA

BM JR MD
SCALE: 3/64" = 1'-0" 3 EAST-WEST BUILDING SECTION
SCALE: 3/64" = 1'-0" 2 NORTH-SOUTH BUILDING SECTION 2
SCALE: 3/64" = 1'-0" 1 NORTH-SOUTH BUILDING SECTION 1

BM JR MD
3 12
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

BM JR MD

BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
D

01.30.26 AE -401
63JYZZ01

AERIAL VIEW - LOOKING SOUTH
DGA
DGA
DGA
DGA

SC JR MD

SC JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

SC JR MD

SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
D

01.30.26 AE -402
63JYZZ01

AERIAL VIEW - LOOKING WEST
DGA
DGA
DGA
DGA

SC JR MD

SC JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

SC JR MD

SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
D

01.30.26 AE -403
63JYZZ01

PERSPECTIVE VIEW - LOOKING SOUTH
DGA
DGA
DGA
DGA

SC JR MD

SC JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

SC JR MD

SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
D

01.30.26 AE -404
63JYZZ01

PERSPECTIVE VIEW - LOOKING

SOUTHEAST
DGA
DGA
DGA
DGA

SC JR MD

SC JR MD
A USE PERMIT 01.24.25
B USE PERMIT 04.30.25
C USE PERMIT 10.10.25
D USE PERMIT 01.30.26

SC JR MD

SC JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
1" = 40'-0"
D

01.30.26 EL -100
63JYZZ01

SITE LIGHTING PLAN
Checker
Approver
Author
Designer
1 EXTERIOR LIGHTING & PHOTOMETRIC PLAN
BM JR MD C USE PERMIT 10.10.25
D USE PERMIT 01.30.26 BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD

JACOBS PROJECT NO
4 EMBARCADERO CENTER
REV DESCRIPTION CHK. BY APP. DATE
SUITE 3800
SAN FRANCISCO, CA. 94111
DRAWING NUMBER:

DRAWN:

DATE:

DESIGN:

CHECKED:

APPROVED:

SCALE:

CAD FILENAME:

REV.

NEW CHESS FACILITY B1165

CONSULTANTS
Civil Engineer
7901 STONERIDGE DR., SUITE 360
PLEASANTON, CA 94588
TEL. 925.396.7700

BKF ENGINEERS
Landscape Architect
133 KEARNY ST., SUITE 303
SAN FRANCISCO, CA 94108
TEL. 415.983.0950

PETERSEN STUDIO
Structural Engineer
55 HARRISON ST., SUITE 550
OAKLAND, CA 94607
TEL. 510.208.3300

SALAS O'BRIEN
D

01.30.26 EL -101
63JYZZ01

LIGHTING FIXTURE SCHEDULE
Checker
Approver
Author
Designer
BM JR MD C USE PERMIT 10.10.25
D USE PERMIT 01.30.26 BM JR MD
REV.

D
E

USE PERMIT

03.06.26 BM
JR
MD
Resolution No. P-08-26 RZ2025-0005
6 EXHIBIT B GILEAD CAMPUS EXPANSION PROJECT USE PERMIT CONDITIONS OF APPROVAL (Conditions attached to approval of UP2025-0012, by the Planning Commission on May 21, 2026) 1. PLANNING GENERAL 1.1 The project shall be built according to plans approved by the Planning Commission on May 21, 2026 as attached as Exhibit B to the Planning Commission Resolution. Any modification to the project shall require Planning Commission or Community Development Director review and approval. The Community Development Director shall have the authority to approve minor changes. Once constructed or installed, all improvements shall be maintained in accordance with the approved plans. Any changes which affect the exterior character of the work, including minor changes to materials and colors, shall be resubmitted for approval. The construction or placement of unapproved features or unapproved changes to buildings or structures which were a part of approved plans can and will result in the issuance of a “Stop Work Order” by the City, the need to revise plans and obtain City approval for all changes prior to recommending work, and the possibility of penalty fees being assessed for unauthorized work. 1.2 The Use Permit (UP2025-0012) associated with the implementation of the Gilead Campus Expansion Master Plan Project includes a Vesting Tentative Map (RS2025-0002). Pursuant to Section 16.32.050, as amended, a Vesting Tentative Map shall be valid for period of twelve (12) months. Therefore, the Use Permit shall expire twelve (12) months from the date of approval or conditional approval by the Planning Commission. Such approval or conditional approval may be extended for a period not to exceed two additional years by the planning commission upon written request, providing such request is made prior to the expiration of the one-year approval or conditional approval period, per Section 16.32.050, as amended. 1.3 This Use Permit may be modified by the implementation of new or revised conditions when, in the judgment of the Planning Commission, imposition of such new or revised conditions is essential in order to address a violation of the Foster City Municipal Code or EMID Code to protect the public health, safety, morals, or general welfare. 1.4 Any modifications subsequent to the Planning Commission approval of the Use Permit shall be reviewed and approved by the Community Development Director or if the Community Development Director so determines, the Planning Commission. 1.5 A plan for phasing of construction, if any, shall be approved by the Planning Commission. 1.6 The applicant shall submit a separate Sign Permit for review and approval by the Planning Division for all exterior Building Identification signs. The design of all signs shall comply with Section 17.59.040, as amended, of the Municipal Code.

Resolution No. P-08-26 RZ2025-0005
7 1.7 All exterior kiosks or other landscape features, temporary or permanent, shall be approved by the City prior to installation. 1.8 Indemnity Provision: If any Legal Challenge against the Project approvals is submitted to the City or the Estero Municipal Improvement District (EMID) or filed in a court of law, Applicant will, to the greatest extent authorized by law, defend (with counsel approved by City, which approval shall not be unreasonably withheld), indemnify, and hold harmless the City/EMID, its officials, employees, volunteers and agents from and against any and all loss, liability, expenses, claims, costs (including reasonable attorneys’ fees), suits and damages of every kind nature, and description, directly or indirectly arising from any third party legal challenge to the Project. 1.9 The project applicant shall comply with all applicable actions required to comply with the Airport Land Use Compatibility (ALUC) Plan as required in Municipal Code Chapter 17.68.120. Private Site Improvements 1.10 Applicant shall provide suitable securities acceptable to the City in the amount of 100% (performance), 100% (labor and material) and 50% (one-year warranty) bond, guaranty, or instrument of credit 1.11 The performance, the labor and material bonds shall be released upon satisfactory completion of improvements. 1.12 The bond, guaranty, or instrument of credit will be released when requested by the owner and upon completion of warranty inspection and necessary repairs. 1.13 Applicant shall provide a document verifying the cost of the private improvements to the satisfaction of the Community Development Department. 1.14 The Private Site Improvements bond or other security scope shall not exceed the scope depicted in Exhibit A-1 attached hereto and incorporated herein. Landscaping Installation and Maintenance Costs 1.15 Applicant shall provide suitable securities acceptable to the City, in the amount of 100% (performance), 100% (labor and material), and a 50% (maintenance) of all landscaping installation and maintenance costs guaranteeing the installation of landscaping and related site improvements and maintenance costs for the 12-month period following installation and acceptance. 1.16 The Landscape bond or other security scope shall not exceed the scope depicted in Exhibit A-1 attached hereto and incorporated herein. 1.17 The performance, the labor and material bond, guaranty, or instrument of credit shall be released upon satisfactory completion of improvements. 1.18 The warranty bond, guaranty, or instrument of credit will be released when requested by the owner and upon completion of warranty inspection and necessary repairs.

Resolution No. P-08-26 RZ2025-0005
8 1.19 Applicant shall provide a document verifying the cost of both landscape installation and landscape maintenance for 12 months (one copy to the Engineering Division and one copy to the Community Development Department). 1.20 All applicable Mitigation Measures required in the Second Addendum to the Chess-Hatch Master Plan EIR and the Mitigation Monitoring and Reporting Program (MMRP) approved by the City Council by Resolution ______ shall, at all times, be in use and adhered to by Applicant hereto and incorporated herein. PRIOR TO ISSUANCE OF ANY PERMIT 1.21 Prior to the commencement of any work, the general contractor shall: a) Along with the project applicant, attend a pre-construction meeting with the Community Development Director, Chief Building Official and other departments the Community Development Director invites to discuss the project conditions of approval, working hours, site maintenance and other construction matters; and b) Acknowledge in writing that they have read and understand the project conditions of approval, particularly those pertaining to construction practices and site safety, and will make certain that all project sub-contractors have read and understand them prior to commencing work and that a copy of the project conditions of approval will be posted on site at all times during construction. PRIOR TO UNDERGROUND UTILITIES 1.22 The location and size of all building utility service connections, including water and gas & electric service, fire service and irrigation connections, shall be indicated on the drawings, to be reviewed and approved by the City. All changes to building utility connections shall be approved by the Community Development Department prior to construction. Building utility connections shall be located, sized and screened in such a manner that they have the least possible impact on the design of the building and site. The architect or landscape architect of record shall be directly involved in the design and placement of all site and building service connections and shall sign their respective plans submitted to the City which locate, size and/or screen building utility connections. 1.23 During development of improvement plans, the location(s) of all above-ground utility equipment (Post Indicating Valves (P.I.V.), Backflow/Cross-Connection Devices, Fire Department Connections (FDC), fire hydrants and other such utilities shall be staked and the locations approved by staffs of the Planning/Code Enforcement Division, Building Inspection Division, Fire Department, and Public Works Department. Prior to final approval of the plans, the applicant shall arrange a joint field meeting with representatives from each of the Departments/Divisions listed above to confirm and verify locations for each above-ground utility component. PRIOR TO ARCHITECTURAL AND STRUCTURAL SHELL 1.24 Prior to issuance of the permit, full payment of applicable impact fees such as the Affordable Housing Commercial Linkage fee accordance with Chapter 17.88, Affordable Housing Commercial Linkage Fee of the City of Foster City Municipal Resolution No. P-08-26 RZ2025-0005
9 Code, Public Safety Impact Fee, Transportation Impact Fee, Parks Facilities Impact Fees, per the City of Foster City/Estero Municipal Improvement District Master Fees and Service Charges Schedule. 1.25 Elevations shall be included in the building permit plans indicating colors and materials, listing manufacturers’ names and product identification, and shall be approved by the Community Development Director. 1.26 No exterior and/or exposed conduits, piping, wires, controls, or similar exterior appurtenances shall be permitted to be placed on, or affixed to, the building. 1.27 All conduits and appurtenances associated with the photovoltaic (V) array system shall be concealed and minimally visible. 1.28 Any standpipes or similar shall be located such that they are minimally visible. 1.29 The design of all loading/unloading areas shall be submitted for review by City staff. The design of all loading/unloading areas, including, but not limited to, necessary clearance distances, load-bearing capacity, turning movements, and all design features necessary to accommodate vehicles which will access loading/unloading areas, shall be deemed acceptable by the Director of Community Development to fulfill all applicable law, regulations, and policies. The Director of Community Development reserves the right to request changes to aspects of loading/unloading design as deemed necessary to ensure health, safety, welfare, and similar. 1.30 No rooftop equipment of any kind or exterior conduit shall be visible from the ground level on the site or from adjacent public rights-of-way or ground level on adjacent properties. At initial project construction and in the future, cross-sections and details of the proposed rooftop equipment, sight line studies demonstrating the visual impact of equipment, and related screening shall be submitted to the Community Development Director for approval. 1.31 All vents shall be shown on the exterior elevations. Where feasible, venting shall be directed to the roof and consolidated to minimize its visibility, subject to approval by the Community Development Director. 1.32 Prior to the issuance of the architectural/structural shell permit, the applicant shall provide a letter to the City from the Manager, Customer Services, of the United States Postal Service/San Mateo Post Office, stating that the Postal Service has reviewed proposed plans and methods for providing a postal service to the tenants or residents of the proposed building(s) or development and has approved them. 1.33 The applicant shall provide its Owner Project Requirements (OPR) document describing the sustainable practices that are included in the project for review and approval by the Community Development Director. 1.34 Prior to issuance of the architectural/structural shell permit, all emergency vehicle access and location of building numbers shall be identified to the satisfaction of the City. 1.35 Prior to issuance of the architectural/structure shell permit, an addressing plan shall be provided, including proposed addresses and size, location and illumination of address signage, subject to approval by City.

Resolution No. P-08-26 RZ2025-0005
10 PRIOR TO LANDSCAPE AND FLATWORK 1.36 Submit documentation and plans showing compliance with Chapter 8.8 of the EMID Code, including, but not limited to submittal of the Outdoor Water Use Efficiency Checklist. 1.37 An exterior lighting plan including fixture and standard design, coverage and intensity shall be submitted, to be reviewed and approved by the Community Development Department and the Police Department. In its review of the lighting plan, the City shall ensure that any outdoor night lighting proposed for the project is downward-facing, not overly bright at the property line and shielded so as to minimize nighttime glare and lessen impacts to neighboring properties. The City shall also ensure that all development plans for the proposed project conform to the performance standards provided under Section 17.68.080 of the Foster City Municipal Code. 1.38 Landscape plans shall include details of any fencing, walls and gates, to be reviewed and approved by the Community Development Director and the Chief Building Official. 1.39 A planting plan neatly and accurately drawn to scale, indicating types, quantities, locations and sizes of all plant material including existing major vegetation designated to remain and street trees, method of protecting planting areas from vehicular traffic, and planting areas to be irrigated on separate valves shall be submitted for Planning staff review and approval. 1.40 The plans shall show that all trees planted closer than four (4) ft. from any public or private walkway, driveway or major structure shall be shielded with root barriers that are designed to the satisfaction of the City. 1.41 The location of backflow prevention devices for the irrigation system shall be adequately screened with planting material. Method of screening shall be approved by Planning staff prior to issuance of a building permit. 1.42 Landscape plans shall show all planting areas shall be protected from common vehicular traffic by the provision of a 6-inch-high concrete curb. Rolled curbs are not acceptable. 1.43 Evidence that a licensed landscape architect registered with the State of California has prepared or reviewed and found acceptable the planting and irrigation plans, cost estimate, and documents describing the existing soil conditions, grading and soil preparation. 1.44 Planting plans shall include documentation describing the existing soil conditions, proposed grading, and soil preparation as they relate to providing a compatible growing medium for the selected plant material. 1.45 At initial planting, all trees shall be a minimum of 15 gallons or larger. At least fifteen percent (15%) of the total number of trees approved as a part of the Landscape Plan shall be 24 inch or larger specimen trees to be planted along public rights-of-way or other locations as determined by the Community Development Director. As and when trees are replaced they will be replaced by trees of the same species which shall be a minimum of 15 gallons or larger. Only specimen size trees shall replace specimen size trees. (Prior to planting).

Resolution No. P-08-26 RZ2025-0005
11 1.46 The Developer shall submit a letter signed and stamped by the licensed landscape architect verifying that the plants that have been selected for the bioretention area/swale are drought tolerant, inundation tolerant, and require minimal maintenance consistent with the C.3/C.6 Checklist, as provided in Appendix A of the San Mateo County Wide Water Pollution Prevention Program’s C.3 Stormwater Technical Guidance Handbook at www.flowstobay.org. 1.47 Construction activities that may directly (e.g., vegetation and/or tree removal) or indirectly affect (e.g. noise/ground disturbance) nesting raptors and other protected avian species shall be timed to avoid the breeding and nesting seasons (February 1 through September 15). If construction activities must occur during the breeding and nesting season (February 1 through September 15), a qualified biologist shall conduct pre-construction surveys for nesting raptors and other protected avian species within 300 feet of the proposed construction activities. Pre-construction surveys should be conducted no more than seven (7) days prior to the start of the construction activities during the early part of the breeding season (February through April) and no more than 14 days prior to the initiation of these activities during the late part of the breeding season (May through August). If raptors or other protected avian nests are identified during the pre-construction surveys, the qualified biologist would notify the project proponent and an appropriate no-disturbance buffer would be imposed within which no construction activities or disturbance would take place (generally 300 feet in all directions for raptors; other avian species may have species-specific requirements) until the young of the year have fledged and are no longer reliant upon the nest or parental care for survival, as determined by a qualified biologist. If no raptors or other protected avian nests are identified during the pre-construction surveys, construction activities, including vegetation and/or tree removal, may proceed with measures/recommendations as determined by the qualified biologist. GENERAL CONSTRUCTION PRACTICES 1.48 Construction and demolition activities shall be limited to the hours of 8 a.m. to 5 p.m. on weekdays unless deviations from this schedule are approved in advance by the City. Nonconstruction activities may take place between the hours of 7 a.m. and 8 p.m. on weekdays and 9 a.m. and 4 p.m. on Saturdays but must be limited to quiet activities and shall not include the use of engine-driven machinery. No actual construction activities may take place between 7 a.m. and 8 a.m., except when post-tension slab foundations are being poured, the concrete pumper may be set up but no concrete may be poured. Forklifts shall be allowed to operate onsite between the hours of 5 p.m. and 6:30 p.m. on weekdays. Construction and demolition noise levels shall not exceed the interior noise level of 50 dBALeq(hourly average) or the maximum noise level of 70 dBALmaxwithin occupied noise sensitive land uses. The Planning Commission reserves the right to rescind this condition and further restrict construction activities in the event that the public health, safety and welfare are not protected due to noise levels emanating from the construction project. 1.49 Any requested deviations from the allowed hours for construction activities shall be submitted to the Community Development Director a minimum of two (2) working days in advance for review and approval. Any approved deviations from the allowed hours shall be communicated to the Building Inspection Division and the Police Resolution No. P-08-26 RZ2025-0005
12 Department. 1.50 All construction shall be completed in a professional manner and appearance. 1.51 All work shall conform to the applicable City/District codes. Good housekeeping practices shall be observed at all times during the course of construction. Superintendence of construction shall be diligently performed by a person or persons authorized to do so at all times during working hours. The storing of goods and/or materials on the sidewalk and/or the street will not be allowed unless a special permit is issued by the Engineering Division. 1.52 If paleontological resources are discovered during project activities, all work within 25 feet of the discovery shall be redirected and the Community Development Director immediately notified. A qualified paleontologist shall be contacted to assess the situation, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Paleontological resources include fossil plants and animals, and evidence of past life such as trace fossils and tracks. Ancient marine sediments may contain invertebrate fossils such as snails, clam and oyster shells, sponges, and protozoa; and vertebrate fossils such as fish, whale, and sea lion bones. Fossil vertebrate land animals may include bones of reptiles, birds, and mammals. Paleontological resources also include plant imprints, petrified wood, and animal tracks. 1.53 Upon completion of the assessment, the paleontologist shall prepare a report documenting the methods and results, and provide recommendations for the treatment of the paleontological resources discovered. This report shall be submitted to the project applicant, the Foster City Community Development Department, and the paleontological curation facility. 1.54 Adverse effects to paleontological resources shall be avoided by project activities. If avoidance is not feasible (as determined by the City, in conjunction with the qualified paleontologist), the paleontological resources shall be evaluated for their significance. If the resources are not significant, avoidance is not necessary. If the resources are significant, adverse effects on the resources shall be avoided, or such effects shall be mitigated. Mitigation can include, but is not necessarily limited to: excavation of paleontological resources using standard paleontological field methods and procedures; laboratory and technical analyses of recovered materials; production of a report detailing the methods, findings, and significance of recovered fossils; curation of paleontological materials at an appropriate facility (e.g., the University of California Museum of Paleontology) for future research and/or display; an interpretive display of recovered fossils at a local school, museum, or library; and public lectures at local schools on the findings and significance of the site and recovered fossils. The City shall ensure that any mitigation involving excavation of the resource is implemented prior to project construction or actions that could adversely affect the resource. 1.55 If deposits of prehistoric or historic archaeological materials are encountered during project activities, all work within 25 feet of the discovery shall be redirected and the Community Development Director immediately notified. A qualified archaeologist shall be contacted to assess the find, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Prehistoric materials can include flaked-stone tools (e.g., projectile points, knives, Resolution No. P-08-26 RZ2025-0005
13 choppers) or obsidian, chert, basalt, or quartzite toolmaking debris; bone tools; culturally darkened soil (i.e., midden soil often containing heat-affected rock, ash and charcoal, shellfish remains, faunal bones, and cultural materials); and stone-milling equipment (e.g., mortars, pestels, handstones). Prehistoric archaeological sites often contain human remains. Historical materials can include wood, stone, concrete, or adobe footings, walls, and other structural remains; debris-filled wells or privies; and deposits of wood, glass, ceramics, metal and other refuse. 1.56Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results of the analysis, and provide recommendations for the treatment of the archaeological deposits discovered. The report shall be submitted to the project applicant, the Foster City Community Development Department and the Northwest Information Center. Project personnel shall not collect or move any archaeological materials or human remains. Adverse effects to such deposits shall be avoided by project activities. If avoidance is not feasible (as determined by the City, in conjunction with the qualified archaeologist), the archaeological deposits shall be evaluated for their eligibility for listing in the California Register. If the deposits are not eligible, avoidance is not necessary. If the deposits are eligible, avoidance of project impacts on the deposit shall be the preferred mitigation. If adverse effects on the deposits cannot be avoided, such effects must be mitigated. Mitigation can include, but is not necessarily limited to: excavation of the deposit in accordance with a data recovery plan (see CEQA Guidelines Section 15126.4(b)(3)(C)) and standard archaeological field methods and procedures; laboratory and technical analyses of recovered archaeological materials; production of a report detailing the methods, findings, and significance of the archaeological site and associated materials; curation of archaeological materials at an appropriate facility for future research and/or display; preparation of a brochure for public distribution that discusses the significance of the archaeological deposit; an interpretive display of recovered archaeological material sat a local school, museum, or library; and public lectures at local schools and/or historical societies on the findings and significance of the site and recovered archaeological materials. The City shall ensure that any mitigation involving excavation of the deposit is implemented prior to the resumption of actions that could adversely affect the deposit. 1.57 If human remains are encountered, work within 25 feet of the discovery shall be directed and the County Coroner and the Community Development Director immediately notified. At the same time, an archaeologist shall be contacted to assess the situation and consult with agencies as appropriate. The project applicant shall also be notified. Project personnel shall not collect or move any human remains and associated materials. If the human remains are of Native American origin, the Coroner shall notify the Native American Heritage Commission within 24 hours of this identification. The Native American Heritage Commission will identify a Most Likely Descendant (MLD) to inspect the site and provide recommendations for the proper treatment of the remains and associated grave goods. Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results and provide recommendations for the treatment of the human remains and any associated cultural materials, as appropriate and in coordination with the recommendations of the MLD. The project sponsor shall comply with these recommendations. The report shall be submitted to the project applicant, the Foster City Community Development Department, the MLD, and the Northwest Information Center.

Resolution No. P-08-26 RZ2025-0005
14 PRIOR TO OCCUPANCY 1.58 Prior to any occupancy, the temporary construction fencing and all construction related equipment and materials shall be removed from the subject building prior to the final inspection and issuance of the Certificate of Occupancy. 1.59 Prior to occupancy, all pertinent conditions of approval and all improvements shall be completed to the satisfaction of the City and so reported on the sign-off sheet in the Use Permit file. The project shall be built in substantial compliance with the approved plans on record in the City. 1.60 Prior to occupancy, for commercial buildings, the street number numerals shall be no less than 6 inches in height and shall be of a contrasting color to the background surface to which they are attached. Rear building entrance doors shall also be clearly marked with building number identification so that they can be found quickly in emergencies. All building identification numbers shall be provided with a light source or internally illuminated during the hours of darkness. If internally illuminated signage is proposed, prior approval from the Community Development Department shall be obtained. 1.61 Prior to final occupancy, additional plant materials may be required by the Community Development Director and shall be planted prior to final occupancy in order to screen utility connections, valves, backflow devices, and all above ground appurtenances, etc. to the satisfaction of the Community Development Director. This determination shall be made in the field after all screen utility connections, valves, backflow devices, and all above ground appurtenances, etc. have been installed and inspected. OPERATIONAL REQUIREMENTS 1.62 All improvements shall be maintained in a professional manner and appearance. 1.63 Upon occupancy of the project building(s) constructed as part of this Use Permit, the current and future owners shall be responsible for maintaining all common areas landscaping and landscaping in the adjoining public right-of-way in a healthy and vigorous condition. All landscape plant material and all hardscape and project amenities shall be maintained as originally approved by the City. Modification of plant material other than routine pruning or maintenance shall require approval of the City. The integrity of the original landscape plan shall at all times be kept intact. 1.64 At all times the requirements of the City's sign regulations including but not limited to those contained in Chapter 15.12 (Sign Control), and Chapter 8.05 (Regulation of Smoking) of the Foster City Municipal Code shall be followed. Signs announcing temporary sales or events and all other public convenience signs shall receive all required permits. 1.65 If noise associated with truck arrival or unloading operations becomes a problem, all future site lessees, operators and/or owners shall work with the City to develop a plan to minimize noise. A method for minimizing noise could include requiring an adjustment of truck arrival and/or unloading times.

Resolution No. P-08-26 RZ2025-0005
15 1.66 The applicant or any future owner shall provide and conduct regular maintenance of the site in order to eliminate and control the accumulation of trash, excess/waste materials and debris, including keeping all containers free of overflowing trash and materials. If the Community Development Director finds that the lack of a designated smoking area is resulting in an excess accumulation of trash, the Community Development Director may require the owner to establish a signed designated smoking area in compliance with Chapter 8.05 (Regulation of Smoking) of the Foster City Municipal Code. 1.67 The current and future owners shall be responsible for implementing the Transportation Demand Management (TDM) Program required by the City, dated April 14, 2026, on file with the Community Development Department and attached as Exhibit ____ of Ordinance No. ____. Pursuant to Section 17.62.060.D.3 (iii), as amended, an annual report shall be provided to the Community Development Director reviewing the past year’s efforts to encourage employees and customers to use transportation systems management techniques, and an accounting of the number of employees and customers actually and regularly employing the techniques to and from the site. Such report will also update that section of the plan outlining efforts to increase employee and customer participation in the transportation systems management program during the coming year. 1.68 All davits, if applicable, shall be stowed behind the parapet or roof screen wall when not in use. 1.69 All roll-up doors shall be kept in good repair and painted as frequently as necessary in order to keep them clean and to maintain their approved color.

Resolution No. P-08-26 RZ2025-0005 1.70 Tree canopies shall be maintained to provide a minimum clear area under the canopy of six (6) feet. Groundcover areas shall be maintained to provide a maximum height of two (2) feet. The property owner shall provide and conduct regular maintenance of the landscaping to preserve the required plant heights. 1.71 The Project applicant shall provide a Hazardous Materials Business Plan prior to occupancy, and any updates as needed, for the life of the project. 1.72 The applicant shall provide a letter to the Community Development Director describing the sustainable practices that are included in the project and referencing the sheets in the building permit drawings that demonstrate the inclusion of the sustainable standard: LEED Gold or its equivalent. 2. BUILDING GENERAL 2.1 Notwithstanding any depictions or statements in the project application or drawings, the project shall be subject to the California Building Standards (Title 24 of the California Code of Regulations) as adopted and amended by the City of Foster City and the San Mateo Consolidated Fire Department, in effect as of the date of application for building permit. PRIOR TO ISSUANCE OF ANY PERMIT 2.2 Prior to issuance of any building permits, electronic submittal of complete sets of construction plans shall be submitted to the Building Inspection Division. All Use Permit conditions of approval shall be included on plan sheet(s) in the drawing set. 2.3 Prior to the setting up of construction trailer/office(s), a temporary electrical permit for any electrical installation related to the construction trailers shall be obtained from the Building Division. 2.4 Portable toilet facilities need to be on site and maintained if not already provided in the construction trailer/office. 2.5 Electronic submittal of a site specific, design level, fault zone geotechnical report satisfactory to the Chief Building Official, including one electronic or pdf version, shall be submitted for review and approval to the Building Division and contain design recommendations for grading, footings, retaining walls, and provisions for anticipated differential settlement for each construction site within the project area. Specifically: Each investigation shall include an analysis of expected ground motions at the site identified faults. The analysis shall be in accordance with applicable City ordinances and policies, and consistent with the most recent version of the California Building Code, which requires structural design that can accommodate ground accelerations expected from identified faults. The analysis presented in the geotechnical investigation report shall provide seismic design parameters and recommendations to protect steel and concrete (and any other material that may be placed in the subsurface) from long-term Resolution No. P-08-26RZ2025-0005
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deterioration caused by contact with corrosive on-site soils. All design measures, recommendations, design criteria, and specifications set forth in the final geotechnical investigation report shall be implemented. The investigations shall determine final design parameters for the walls, foundations, foundation slabs, surrounding related improvements, and infrastructure (utilities, roadways, parking lots and sidewalks). The investigations shall be reviewed and approved by a registered geotechnical engineer. All recommendations by the project engineer, geotechnical engineer, shall be included in the final design, as approved by the City of Foster City. The geotechnical report shall include a map prepared by a land surveyor or civil engineer that shows all field work and location of the “No Build” zone, as applicable. The map shall include a statement that the locations and limitations of the geologic features are accurate representations of said features as they exist on the ground, were placed on this map by the surveyor, the civil engineer or under their supervision, and are accurate to the best of their knowledge. The geotechnical report for the project shall include seismic design criteria with the intent of minimizing collateral injuries to building occupants during the course of a violent seismic event. Seismic design criteria that are applicable to foundation design, earthwork, and site preparation that were prepared prior to or during the projects design phase, shall be incorporated in the project. Final seismic considerations for the site shall be submitted to and approved by the Building Division prior to commencement of the project. If deemed necessary by the Chief Building Official, a peer review may be required for the geotechnical report. Personnel reviewing the geologic report shall approve the report, reject it, or withhold approval pending the submission by the applicant or subdivider of further geologic and engineering studies to more adequately define active fault traces. A licensed geotechnical engineer or their representatives shall be retained to provide geotechnical observation and testing during all earthwork and foundation construction activities. The geotechnical engineer shall be allowed to evaluate any conditions differing from those encountered during the geotechnical investigation and shall provide supplemental recommendations, as necessary. At the end of construction, the geotechnical engineer shall provide a letter regarding contractor compliance with project plans and specifications and with the recommendations of the final geotechnical investigation report and any supplemental recommendations issued during construction. The letter shall be submitted for review to the Building Division. In locations underlain by Bay Mud and/or non-engineered fill, the designers of proposed building foundations and improvements (including sidewalks, roads, driveways, parking areas, and utilities) shall consider these conditions. The design-level geotechnical investigation shall include measures to ensure potential damage related to compressible materials or soils and non-uniformly compacted fill are minimized. Mitigation options may range from removal of the problematic soils, and replacement, as needed, with properly conditioned and compacted fill to design and construction of improvements to withstand the forces exerted during the expected settlements. All mitigation measures, design criteria, and specifications set forth in the site-specific design-level geotechnical report, and the City of Foster City Building Department standards shall be followed to reduce impacts associated with problematic soils to a less-than-significant level. In locations underlain by expansive soils the designers and engineers of proposed building foundations and improvements (including piles, sidewalks, Resolution No. P-08-26RZ2025-0005
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roads, driveways, parking areas, and utilities) shall consider the site’s potential to be underlain by soils with high shrink-swell potential. A site-specific design-level geotechnical investigation, prepared by a licensed professional, shall include measures to ensure potential damage related to expansive soils and non-uniformly compacted fill and engineered fill are minimized. Mitigation options may range from removal of the problematic soils, and replacement, as needed, with properly conditioned and compacted fill to design and construction of improvements to withstand the forces exerted during the expected shrink-swell cycles and settlements. All design criteria and specifications set forth in the design-level geotechnical investigation shall be implemented to reduce impacts associated with problematic soils. The final geotechnical investigation report shall provide recommendations to minimize the potential damage to structures from total and differential settlement and to protect steel and concrete (and any other material that may be placed in the subsurface) from long-term deterioration caused by contact with corrosive on-site soils. All design measures, recommendations, design criteria, and specifications set forth in the final geotechnical investigation report shall be implemented. 2.6 The applicant shall provide a Waste Management Plan for all aspects of construction from start to finish with estimated quantities of debris expected to be generated by the project, how it will be recycled/disposed of, and an accompanying deposit in accordance with Chapter 15.44 of the Foster City Municipal Code and California Green Building Code. A separate Waste Management Plan will be required for projects that require Demolition (see Section 3.0). 2.7 Prior to issuance of a building permit, the Construction Best Management Practices (BMPs) from the San Mateo Countywide Stormwater Pollution Prevention Program shall be included as notes on the building permit drawings. 2.8 Prior to the commencement of any work, the general contractor shall: a. Along with the project applicant, attend a pre-construction meeting with the Community Development Director, Chief Building Official and other departments the Community Development Director invites to discuss the project conditions of approval, working hours, site maintenance and other construction matters; and b. Acknowledge in writing that they have read and understand the project conditions of approval, particularly those pertaining to construction practices and site safety, and will make certain that all project sub-contractors have read and understand them prior to commencing work and that a copy of the project conditions of approval will be posted on site at all times during construction. 2.9 The construction contractor shall designate a “noise disturbance coordinator” who shall be responsible for responding to any local complaints about construction and demolition noise. The disturbance coordinator shall determine the cause of the noise complaints (e.g., beginning work too early, bad muffler) and institute reasonable measures warranted to correct the problem. A telephone number for the disturbance coordinator shall be conspicuously posted at the construction site.

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2.10 The construction contractor shall protect all downstream sanitary sewer lines from construction debris while performing sanitary sewer construction. Means to prevent construction and demolition debris must be used and shall be inspected by the construction inspector. 2.11 Prior to commencement of any site work or the introduction of any earth moving equipment or building materials onto the site, the applicant shall insure that a temporary 6 (six) foot tall chain-link fence (no portion of which contains barbed wire) with a dark green (or other color approved by the Community Development Director) vinyl or canvas interior liner placed on the exterior of the fence shall be placed around any yard or any portion of a yard which the Chief Building Official shall identify as requiring such. This fence shall be in place as approved until the Chief Building Official shall allow it to be removed or changed. The fence may only be expanded or contracted in size upon approval of the Chief Building Official. Failure to adhere to this condition of approval shall result in the permit being brought to the Planning Commission for its review and introduction of stricter site and building construction regulations. The gate to the fence shall be locked at all times that the fenced area is left unattended by either the owner or resident, the contractor or subcontractors. All construction materials and equipment, including temporary or portable equipment, such as generators, storage containers or facilities, shall be stored within the interior of the fenced area when construction activities are not occurring. If placed anywhere on site, portable toilets shall be placed within the interior of the fenced area at all times. 2.12 Prior to commencement of any site work or placement of any construction trailers, the applicant shall submit a Site Logistics Plan showing proposed haul routes, placement of the construction trailers (if any) and areas for materials/equipment materials/equipment delivery, materials/equipment storage, waste collection and maintenance/fueling of vehicles/equipment. The Site Logistics Plan shall be subject to approval by the Community Development Director. The Site Logistics Plan designated storage areas for material delivery, storage, and waste collection shall be as far away from catch basins, gutters, drainage courses, and water bodies as possible. All hazardous materials and wastes used or generated during project site development activities shall be labeled and stored in accordance with applicable local, state, and federal regulations. In addition, an accurate up-to-date inventory, including Material Safety Data Sheets, shall be maintained on-site to assist emergency response personnel in the event of a hazardous materials incident. The Site Logistics Plan designated area for all maintenance and fueling of vehicles and equipment shall be bermed or over a drip pan that will not allow run-off of spills. Vehicles and equipment shall be regularly checked and have leaks repaired promptly at an off-site location. Secondary containment shall be used to catch leaks or spills any time that vehicle or equipment fluids are dispensed, changed, or poured. The Site Logistics Plan shall locate equipment staging in areas that will create the greatest possible distance between construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction.

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2.13 The contractor shall prepare a Waste Disposal and Hazardous Materials Transportation Plan prior to construction activities where hazardous materials or materials requiring off-site disposal would be generated. The Plan shall include a description of analytical methods for characterizing wastes, handling methods required to minimize the potential for exposure, and shall establish procedures for the safe storage of contaminated materials, stockpiling of soils, and storage of dewatered groundwater. The required disposal method for contaminated materials (including any lead-based paint, asbestos, or other hazardous building materials requiring disposal, see SCOA 9.25, below), the approved disposal site, and specific routes used for transport of wastes to and from the project site shall be indicated. The Plan shall be prepared prior to demolition or development activities and submitted to the City. 2.14 Prior to excavation or earthworking activities, the applicant shall use reasonable means to determine the presence of soil and/or groundwater contamination associated with fill materials present on-site and potential for aerially-deposited lead in soil in proximity to SR 92. Those reasonable means may consist of soil and/or groundwater sampling, and/or conducting a Phase I ESA (for those areas for which a Phase I ESA has not been prepared) and, if necessary, a Phase II ESA in accordance with the most recent ASTM International Standard. A qualified environmental professional (e.g., Professional Geologist, Professional Engineer) shall complete these investigations. Where the results of the studies indicate that soil and/or groundwater contamination is present, required oversight from a regulatory agency shall be included (e.g., SMCEHD) and any necessary remediation shall be conducted. The findings of the investigation(s) shall be documented in a written report and shall be submitted to the City and, if required, to the regulatory oversight agency. 2.15 The test pile shall be submitted to the Building Division as a separate permit for review and approval by the Chief Building Official. The results of the test pile shall be used for the construction pile design. PRIOR TO GRADING AND DRAINAGE 2.16 Subsequent to issuance of a grading permit by the Building Inspection Division and prior to commencement of any work pertaining to on-site drainage facilities, grading, or paving, or any work in the City's right-of-way, the applicant shall notify the Engineering Division at least forty-eight (48) hours in advance to schedule an inspection. PRIOR TO UNDERGROUND UTILITIES 2.17 The location and size of all building utility service connections, including water and gas & electric service, fire service and irrigation connections, shall be indicated on the drawings, to be reviewed and approved by the City. All changes to building utility connections shall be approved by the Community Development Department prior to construction. Building utility connections shall be located, sized and screened in such a manner that they have the least possible impact on the design of the building and site. The architect or landscape architect of record shall be directly involved in the design and placement of all site and building service connections and shall sign their respective plans submitted to the City which locate, size and/or screen building utility connections.

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2.18 Should the geotechnical report find that there will be potential differential settlement or if deemed necessary by the Chief Building Official, mitigation measures will be provided and may include flexible connections or alternative measures acceptable to the Chief Building Official for gas, electric, sewer, water and other utilities and hinged, reinforced slabs shall be provided at transitions from building to sidewalks, walkways and driveways. The final geotechnical investigation report shall provide recommendations to minimize the potential damage to structures from differential settlement 2.19 Prior to issuance of a building permit, the improvement plans shall show all proposed electric, gas and communication lines within the development to the satisfaction of the Engineering and Building Divisions. All utilities shall be underground. 2.20 During development of improvement plans, the location(s) of all above-ground utility equipment (Post Indicating Valves (P.I.V.), Backflow/Cross-Connection Devices, Fire Department Connections (FDC), fire hydrants and other such utilities shall be staked and the locations approved by staffs of the Planning/Code Enforcement Division, Building Inspection Division, Fire Department, and Public Works Department. Prior to final approval of the plans, the applicant shall arrange a joint field meeting with representatives from each of the Departments/Divisions listed above to confirm and verify locations for each above-ground utility component. Water Distribution System 2.21 Prior to the issuance of a building permit, the applicant shall submit a design for all required backflow prevention devices in accordance with the Department of Health Services requirements. A backflow device shall be installed at each connection point to the City/District water system for both domestic and fire lines. The size and type of the backflow prevention devices are subject to approval by the Engineering Division. In addition, the required double check valve assembly shall be located on the drawings and provisions included for screening adjacent to property line. All backflow prevention assembly devices shall meet the California Health and Safety Code (CA H&SC) and installed in accordance with the USC specifications. Storm Water System 2.22 Prior to issuance of a building permit, the improvement plans shall include the design of stormwater improvements in accordance with the City’s Standard Details/Specifications and to the satisfaction of the Engineering Division. Stormwater improvements items of construction should include at least the following: surface and subsurface storm drain facilities; manholes with manhole frames and covers; catch basins and laterals; construct all catch basins as silt detention basins; And together with appurtenances, to any or all of the above. 2.23 Prior to the issuance of a building permit, the applicant shall submit a request for all required water meters, including payment for the meters. The applicant shall provide calculations supporting the size and type of the meters. The size and type of the meters are subject to approval by the Engineering Division. Water meters shall be located at the property line.

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PRIOR TO ARCHITECTURAL AND STRUCTURAL SHELL 2.24 Prior to issuance of the architectural/structure shell permit, the applicant shall provide written approval from PG&E indicating that there are no objections to the proposed development. 2.25 Prior to issuance of the architectural/structure shell permit, an addressing plan shall be provided, including proposed addresses and size, location and illumination of address signage, subject to approval by City. PRIOR TO TENANT IMPROVEMENTS 2.26 The plans shall demonstrate compliance with the Indoor Water Conservation requirements contained in EMID Code Chapter 8.7, including, but not limited to, submittal of the Indoor Water Use Efficiency Checklist. The Checklist shall be updated, if necessary, prior to issuance of the Tenant Improvement. 2.27 Electronic submittal of an acoustical analysis, including one electronic or pdf version, shall be submitted, prepared by a licensed professional, specifying the manner in which interior noise levels will be reduced to the required Community Noise Equivalency Level (CNEL) per Title 24 of the California Administrative Code and Chapter 17.68 of the Foster City Municipal Code. The details of noise attenuation recommended in the report will be subject to the review and approval of the Chief Building Official. 2.28 Rooftop solar installations shall meet the California Fire Code and Electrical Codes for labels and clearance. Rooftop access will be required as per the California Building Code, California Fire Code and California Electric Code. 2.29 Prior to issuance of the building permit, plans for the fire sprinkler system and fire alarm system in accordance with the California Fire Code, Title 15 of the Foster City Municipal Code, and NFPA 13 and 72 shall be submitted and approved by the Chief Building Official and Fire Marshal. Installation shall be completed and approved prior to building occupancy. General: o All PIV, OS & Y valves and Zone valves, etc. must be tamper switched. o All Fire Department connections (FDCs) must be within 100 ft. or less of a water supply (fire hydrant). FDCs must have a minimum of two inlets. Each building shall have an independent fire sprinkler system and FDC. o The required double check valve assembly shall be located on the drawings and provisions included for screening. Fire Sprinklers: o If elevators are provided, fire sprinklers may be required depending on elevator type. o A combination fire sprinkler and fire standpipe shall be provided for each building. o All new buildings/new construction except for Single Family houses (R3) shall install a National Fire Protection Association (NFPA) 13 Fire Sprinkler system.

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o A horn strobe shall be installed in the area of the FDC at a location approved by the Fire Marshal. Fire Pumps: o A fire pump if required to meet minimum fire flow requirements, shall be provided to meet the fire sprinkler and standpipe demand(s). o Electric fire pumps are only acceptable with generator backup. Fire Alarm System: o Fire alarm system(s) shall be zoned by address, floor, area and type of device. o The fire alarm system(s) for the building shall have a horn/strobe system and a speaker/strobe system in the common areas. PRIOR TO LANDSCAPE AND FLATWORK 2.30 An exterior lighting plan including fixture and standard design, coverage and intensity shall be submitted, to be reviewed and approved by the Community Development Department and the Police Department. In its review of the lighting plan, the City shall ensure that any outdoor night lighting proposed for the project is downward-facing, not overly bright at the property line and shielded so as to minimize nighttime glare and lessen impacts to neighboring properties. The City shall also ensure that all development plans for the proposed project conform to the performance standards provided under Section 17.68.080 of the Foster City Municipal Code. 2.31 Submit documentation and plans showing compliance with Chapter 8.8 of the EMID Code, including, but not limited to submittal of the Outdoor Water Use Efficiency Checklist 2.32 Landscape plans shall include details of any accessible route, fencing, walls and gates, to be reviewed and approved by the Community Development Director and the Chief Building Official. 2.33 Prior to issuance of a Building Permit, the applicant shall design a comprehensive pedestrian walkway system throughout the development to the satisfaction of the City and in compliance with the General Plan. The pedestrian walkway system shall be constructed according to plan. GENERAL CONSTRUCTION PRACTICES 2.34 Construction activities shall be limited to the hours of 8 a.m. to 5 p.m. on weekdays unless deviations from this schedule are approved in advance by the City. Nonconstruction activities may take place between the hours of 7 a.m. and 8 a.m. on weekdays and 9 a.m. and 4 p.m. on Saturdays but must be limited to quiet activities and shall not include the use of engine-driven machinery. No actual construction activities may take place between 7 a.m. and 8 a.m., except when post-tension slab foundations are being poured, the concrete pumper may be set up but no concrete may be poured. Forklifts shall be allowed to operate onsite between the hours of 5 p.m. and 6:30 p.m. on weekdays. Construction noise levels shall not exceed the interior noise level of 50 dBALeq (hourly average) or the maximum noise level of 70 dBALmax within occupied noise sensitive land uses. The Planning Commission reserves the right to rescind this condition and further Resolution No. P-08-26RZ2025-0005
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restrict construction activities in the event that the public health, safety and welfare are not protected due to noise levels emanating from the construction project. 2.35 Any requested deviations from the allowed hours for construction activities shall be submitted to the Community Development Director a minimum of two (2) working days in advance for review and approval. Any approved deviations form the allowed hours shall be communicated to the Building Division and the Police Department. 2.36 In order to minimize construction noise impacts, all engine-driven construction vehicles, equipment and pneumatic tools shall be required to use effective intake and exhaust mufflers; equipment shall be properly adjusted and maintained; all construction equipment shall be equipped with mufflers in accordance with OSHA standards. 2.37 The construction contractor shall place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the project site. The following controls shall be implemented at all construction sites within the project to control dust and/or mud production and fugitive dust. Water all active construction areas at least twice daily and more often during windy periods; active areas adjacent to existing sensitive land uses shall be kept damp at all times, or shall be treated with nontoxic stabilizers to control dust; Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at least 2 feet of freeboard; Pave, apply water three times daily, or apply (nontoxic) soil stabilizers on all unpaved access roads, parking areas, and staging areas at construction sites; Sweep daily (with water sweepers) all paved access roads, parking areas, and staging areas at construction sites; and Sweep streets daily (with water sweepers) if visible soil material is carried onto adjacent public streets. Blowing dust shall be reduced by timing construction activities so that paving and building construction begin as soon as possible after completion of grading, and by landscaping disturbed soils as soon as possible. Water trucks shall be present and in use at the construction site. All portions of the site subject to blowing dust shall be watered as often as deemed necessary by the City in order to insure proper control of blowing dust for the duration of the project. Watering on public streets shall not occur. All vehicle speeds on unpaved roads shall be limited to 15 mph. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations (CCR). Clear signage shall be provided for construction workers at all access points. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified visible emissions evaluator. Streets will be cleaned by street sweepers or by hand as often as deemed necessary by the City Engineer.

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Watering associated with on-site construction activity shall take place between the hours of 8 a.m. and 7 p.m. and shall include at least one late-afternoon watering to minimize the effects of blowing dust. All public streets and medians soiled or littered due to this construction activity shall be cleaned and swept on a daily basis during the workweek to the satisfaction of the City. 2.38 Post a publicly visible sign with the telephone number and person to contact regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District‘s phone number shall also be visible to The General Contractor shall provide qualified supervision on the job site at all times during construction. 2.39 All work shall conform to the applicable City/District codes. Good housekeeping practices shall be observed at all times during the course of construction. Superintendence of construction shall be diligently performed by a person or persons authorized to do so at all times during working hours. The storing of goods and/or materials on the sidewalk and/or the street will not be allowed unless a special permit is issued by the Engineering Division. 2.40 If paleontological resources are discovered during project activities, all work within 25 feet of the discovery shall be redirected and the Community Development Director immediately notified. A qualified paleontologist shall be contacted to assess the situation, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Paleontological resources include fossil plants and animals, and evidence of past life such as trace fossils and tracks. Ancient marine sediments may contain invertebrate fossils such as snails, clam and oyster shells, sponges, and protozoa; and vertebrate fossils such as fish, whale, and sea lion bones. Fossil vertebrate land animals may include bones of reptiles, birds, and mammals. Paleontological resources also include plant imprints, petrified wood, and animal tracks. Upon completion of the assessment, the paleontologist shall prepare a report documenting the methods and results, and provide recommendations for the treatment of the paleontological resources discovered. This report shall be submitted to the project applicant, the Foster City Community Development Department, and the paleontological curation facility. 2.41 Adverse effects to paleontological resources shall be avoided by project activities. If avoidance is not feasible ensure compliance with applicable regulations as determined by the City, in conjunction with the qualified paleontologist), the paleontological resources shall be evaluated for their significance. If the resources are not significant, avoidance is not necessary. If the resources are significant, adverse effects on the resources shall be avoided, or such effects shall be mitigated. Mitigation can include, but is not necessarily limited to: excavation of paleontological resources using standard paleontological field methods and procedures; laboratory and technical analyses of recovered materials; production of a report detailing the methods, findings, and significance of recovered fossils; curation of paleontological materials at an appropriate facility (e.g., the University of California Museum of Paleontology) for future research and/or display; an interpretive display of recovered fossils at a local school, museum, or library; and public lectures at local schools on the findings and significance of the site and recovered fossils. The City shall ensure that any mitigation involving excavation of Resolution No. P-08-26RZ2025-0005
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the resource is implemented prior to project construction or actions that could adversely affect the resource. 2.42 If deposits of prehistoric or historic archaeological materials are encountered during project activities, all work within 25 feet of the discovery shall be redirected and the Community Development Director immediately notified. A qualified archaeologist shall be contacted to assess the find, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Prehistoric materials can include flaked-stone tools (e.g., projectile points, knives, choppers) or obsidian, chert, basalt, or quartzite toolmaking debris; bone tools; culturally darkened soil (i.e., midden soil often containing heat-affected rock, ash and charcoal, shellfish remains, faunal bones, and cultural materials); and stone-milling equipment (e.g., mortars, pestels, handstones). Prehistoric archaeological sites often contain human remains. Historical materials can include wood, stone, concrete, or adobe footings, walls, and other structural remains; debris-filled wells or privies; and deposits of wood, glass, ceramics, metal and other refuse. Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results of the analysis, and provide recommendations for the treatment of the archaeological deposits discovered. The report shall be submitted to the project applicant, the Foster City Community Development Department and the Northwest Information Center. Project personnel shall not collect or move any archaeological materials or human remains. Adverse effects to such deposits shall be avoided by project activities. If avoidance is not feasible (as determined by the City, in conjunction with the qualified archaeologist), the archaeological deposits shall be evaluated for their eligibility for listing in the California Register. If the deposits are not eligible, avoidance is not necessary. If the deposits are eligible, avoidance of project impacts on the deposit shall be the preferred mitigation. If adverse effects on the deposits cannot be avoided, such effects must be mitigated. Mitigation can include, but is not necessarily limited to: excavation of the deposit in accordance with a data recovery plan (see CEQA Guidelines Section 15126.4(b)(3)(C)) and standard archaeological field methods and procedures; laboratory and technical analyses of recovered archaeological materials; production of a report detailing the methods, findings, and significance of the archaeological site and associated materials; curation of archaeological materials at an appropriate facility for future research and/or display; preparation of a brochure for public distribution that discusses the significance of the archaeological deposit; an interpretive display of recovered archaeological material sat a local school, museum, or library; and public lectures at local schools and/or historical societies on the findings and significance of the site and recovered archaeological materials. The City shall ensure that any mitigation involving excavation of the deposit is implemented prior to the resumption of actions that could adversely affect the deposit. 2.43 If human remains are encountered, work within 25 feet of the discovery shall be directed and the County Coroner and the Community Development Director immediately notified. At the same time, an archaeologist shall be contacted to assess the situation and consult with agencies as appropriate. The project applicant shall also be notified. Project personnel shall not collect or move any human remains and associated materials. If the human remains are of Native American origin, the Coroner shall notify the Native American Heritage Commission within 24 hours of this identification. The Native American Heritage Commission Resolution No. P-08-26RZ2025-0005
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will identify a Most Likely Descendant (MLD) to inspect the site and provide recommendations for the proper treatment of the remains and associated grave goods. Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results and provide recommendations for the treatment of the human remains and any associated cultural materials, as appropriate and in coordination with the recommendations of the MLD. The project sponsor shall comply with these recommendations. The report shall be submitted to the project applicant, the Foster City Community Development Department, the MLD, and the Northwest Information Center. 2.44 If the presence of hazardous materials is found on site, site remediation may be required by the applicable state or local regulatory agencies. Specific remedies would depend on the extent and magnitude of contamination and requirements of the regulatory agency(ies). Under the direction of the regulatory agency(ies) and the City, a Site Remediation Plan shall be prepared, as required, by the applicant. The Plan shall: 1) specify measures to be taken to protect workers and the public from exposure to the potential hazards and, 2) certify that the proposed remediation would protect the public health in accordance with local, state, and federal requirements, considering the land use proposed. Excavation and earthworking activities associated with the proposed project shall not proceed until the Site Remediation Plan has been reviewed and approved by the regulatory oversight agency and is on file with the City. 2.45 Engineering fill brought on-site shall be demonstrated, by analytical testing, not to pose an unacceptable risk to human health or the environment. Threshold criteria for acceptance of engineered fill shall be selected based on screening levels and protocols developed by regulatory agencies for protection of human health and leaching to groundwater (e.g., Water Board ESLs1). The engineered fill shall be characterized by representative sampling in accordance with U.S. EPA’s SW-846 Test Methods, by a qualified environmental professional and demonstrated to meet the threshold criteria above. The results of the sampling and waste characterization shall be submitted by the contractor(s) to the City and SMCEHD prior to construction, if requested. 2.46 Within sixty (60) days following the completion of the demolition phase of a covered project, and again within sixty (60) days following the completion of the construction phase of a covered project, the contractor shall submit documentation to the Building Inspection Division that demonstrates compliance with Chapter 15.44 of the Foster City Municipal Code. Documentation includes submission of a completed Final Compliance Report with corresponding recycling, salvage, and disposal receipts/tickets from the facilities, to demonstrate where the debris was recycled, salvaged, or disposed. PRIOR TO OCCUPANCY 2.47 Prior to seeking the final sign-off from the Building Division: All relevant divisions/departments affiliated with this project must have completed their respective reviews, inspections, and provided their final sign-offs. The project proponent is responsible for obtaining and presenting clearances or sign-offs from each division/department involved. This may include, but is Resolution No. P-08-26RZ2025-0005
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not limited to, Fire, Public Works, Planning and any other pertinent division/department as specified during the course of the project. The project proponent is responsible for obtaining and presenting clearances or sign-offs from each division/department involved. This may include, but is not limited to, Fire, Public Works, Planning and any other pertinent division/department as specified during the course of the project. Any conditions or contingencies specified by other divisions/departments noted within this Use Permit Condition of Approval must be fully addressed and satisfied before approaching the Building Division for the final sign-off. OPERATIONAL REQUIREMENTS 2.48 Upon occupancy of the project building(s) constructed as part of this Use Permit, the current and future owners shall be responsible for maintaining the accessibility of all accessible paths, parking areas or any other accessible features. 3. PUBLIC WORKS/ENGINEERING GENERAL The following conditions shall be met prior to the issuance of a building permit except as otherwise specified. Any questions pertaining to these conditions should be directed to the City department indicated. (BD = Building Inspection Division, CBO = Chief Building Official, CC = City Council, CDD = Community Development Director, CE = City Engineer, E/PW = Engineering/Public Works, FIRE = Fire, P/R = Parks and Recreation, PC = Planning Commission and POL = Police). 3.1 Before commencing any work in the City's right-of-way (including setting up traffic control on City roads), the applicant shall obtain an encroachment permit, posting the required bonds and insurance. The Engineering Division may require that trenchless methods be used for crossings and connections under streets. 3.2 Fees: Prior to or at the time of submittal of design drawings for review, an itemized estimate of the cost of construction of all public and/or site improvements must be submitted for review and approval. The approved estimate will be used for determining the amount required to cover incurred costs for engineering review, plan checking, contract administration, inspection, and testing by the Public Works Department. The minimum deposit amount required is 6 percent of the estimated cost for the public and/or site improvements. The deposit must be renewed upon demand, to maintain a minimum balance of $4,000. All costs of plan checking, inspection, and contract administration by the Public Works Department will be charged against this deposit. At any time that the deposit is depleted below a balance of $2,000, plan checking/inspections will stop until the balance has been renewed to above $4,000. The unused balance of the deposit will be returned to the applicant upon completion of the work. 3.3 Public Works inspections must be requested at least 48 hours in advance and shall be during regular business hours (8am to 5pm), unless otherwise approved by the Resolution No. P-08-26RZ2025-0005
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Engineering Division. Weekend and non-business hour inspections request must be requested one week in advance and will be accommodated where possible but are not guaranteed. PRIOR TO ISSUANCE OF ANY PERMIT 3.4 The applicant shall provide a Waste Management Plan (WMP) for all aspects of construction from start to finish with estimated quantities of debris expected to be generated by the project, how it will be recycled/disposed of, and an accompanying deposit in accordance with Chapter 15.44 of the Foster City Municipal Code and California Green Building Code. One plan must be submitted for entirety of work, as separate WMP has already been submitted. (E/PW, BD) 3.5 Prior to issuance of any building permit, the Construction Best Management Practices (BMPs) from the San Mateo Countywide Stormwater Pollution Prevention Program shall be included as notes on the building permit drawings. (BD, E/PW) 3.6 Prior to issuance of a building permit, any development involving one or more acres of total land area must obtain a General Permit from the State Water Resources Control Board. This permit requires the owner/developer to do the following: Submit a Notice of Intent (NOI) to the State Water Resources Control Board prior to commencement of construction activity; Copies of the NOI and the SWPPP must be submitted to the Engineering Division along with proof of compliance. (E/PW) 3.7 Prior to issuance of a building permit related to any section of the C.3 & C.6 Checklist, the plans shall demonstrate compliance with the San Mateo Countywide Water Pollution Prevention Program, (see www.flowstobay.org including, but not limited to, submittal of checklists related to impervious surface and stormwater: C.3 and C.6 Checklist Project applicant checklist for NPDES Permit Requirements Stormwater Control Plan: Any improvements identified in the SWCP shall be constructed prior to first occupancy to the satisfaction of the Engineering Division. A final checklist shall be submitted when any water treatment measures are designed. (E/PW) 3.8 The applicant shall prepare and implement a Storm Water Pollution Prevention Plan (SWPPP) designed to reduce potential adverse impacts to surface water quality during the construction period. The SWPPP shall be prepared by a Qualified SWPPP Practitioner (QSP). The SWPPP shall include the minimum BMPs required for the identified Risk level. BMP implementation shall be consistent with the BMP requirements in the most recent version of the California Stormwater Quality Association Stormwater Best Management Handbook-Construction. The SWPPP shall be designed to address the following objectives: All pollutants and their sources, including sources of sediment associated with construction activity are controlled; Where not otherwise required to be under a Regional Water Board permit, all non-stormwater discharges are identified and either eliminated, controlled, or treated; Site Best Management Practices (BMPs) are effective and result in the reduction or Resolution No. P-08-26RZ2025-0005
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elimination of pollutants in stormwater discharges and authorized non-stormwater discharges from construction activity to the Best Available Technology and Best Conventional Technology (BAT/BCT) standard; and Stabilization BMPs installed to reduce or eliminate pollutants after construction are completed. Best Management Practices (BMPs) shall be designed to mitigate construction-related pollutants and at a minimum, include the following: - Practices to minimize the contact of construction materials, equipment, and maintenance supplies (e.g., fuels, lubricants, paints, solvents, adhesives) with stormwater. The SWPPP shall specify properly-designed centralized storage areas that keep these materials out of the rain. - Reduce erosion of exposed soil which may include, but are not limited to: soil stabilization controls, watering for dust control, perimeter silt fences, placement of hay bales, and sediment basins. The potential for erosion is generally increased if grading is performed during the rainy season because disturbed soil can be exposed to rainfall and storm runoff. - If grading must be conducted during the rainy season, the primary BMPs selected shall focus on erosion control (i.e. keeping sediment on the site). End-of-pipe sediment control measures (e.g. basins and traps) shall be used only as secondary measures. Ingress and egress from the construction site shall be carefully controlled to minimize off-site tracking of sediment. Vehicle and equipment wash-down facilities shall be designed to be accessible and functional during both dry and wet conditions. The SWPPP shall specify a monitoring program to be implemented by the construction site supervisor, and shall include both dry and wet weather inspections. In addition, in accordance with State Water Resources Control Board requirements, monitoring shall be required during the construction period for pollutants that may be present in the runoff that are “not visually detectable in runoff.” To educate on-site personnel and maintain awareness of the importance of stormwater quality protection, site supervisors shall conduct regular tailgate meetings to discuss pollution prevention. The frequency of the meetings and required personnel attendance list shall be specified in the SWPPP. A QSD shall be responsible for implementing BMPs at the site. The QSD shall also be responsible for performing all required monitoring, and BMP inspection, maintenance and repair activities. The developer shall retain an independent monitor to conduct weekly inspections and provide written monthly reports to the Engineering Division to ensure compliance with the SWPPP. Water Board personnel, who may make unannounced site inspections, are empowered to levy considerable fines if it is determined that the SWPPP has not been properly prepared and implemented. The SWPPP shall be prepared to the satisfaction of the Engineering Division. (E/PW) 3.9 Prior to commencement of work, as required by California Government Code 4216, Underground Service Alert (USA) shall be contacted by the contractor to provide information on the location of underground utilities in the public right of way prior to earth work activities at the site. In addition to contacting USA, the applicant and/or contractor Resolution No. P-08-26RZ2025-0005
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shall also be responsible for verifying locations of all utilities on the project site. This shall be included as notes on the building permit drawings. (E/PW) 3.10 A pre-condition assessment was completed under the separate demolition permit. The assessment prepared as part of that permit shall serve as the baseline condition for comparison with post-construction assessments required for this project. (E/PW) 3.11 During demolition of existing building, Applicant opted to forego CCTV of storm drain from site to nearest lagoon outfall. A post construction CCTV will be required. Without pre-construction footage, all damage or blockage to pipe shall be attributed to project and applicant shall be responsible for all repairs as determined by the Engineering Division. The existing storm drain inlets shall be cleaned and protected as necessary during the project. (E/PW) 3.12 Prior to issuance of any permit, a vibration monitoring plan must be approved by the Engineering Division to ensure sensitive utilities (water and sewer force mains) along the eastern edge of the property are not adversely impacted by construction. The plan must encompass all phases of work, be approved by the geotechnical engineer of record, and monitoring must be setup before any groundbreaking or site logistic activities commence. 3.13 A field meeting was performed under the separate demolition permit. The survey report prepared as part of that permit shall serve as the baseline condition for comparison with post-construction assessments required for this project. (E/PW) PRIOR TO DEMOLITION PERMIT – NOT USED. REFERENCE DEMOLITION PERMIT FOR COA’S ON THIS PORTION OF WORK. PRIOR TO GRADING AND DRAINAGE 3.14 Subsequent to issuance of a grading permit by the Building Inspection Division and prior to commencement of any work pertaining to on-site drainage facilities, grading, or paving, or any work in the City's right-of-way, the applicant shall notify the Engineering Division at least forty-eight (48) hours in advance to schedule an inspection. PRIOR TO UNDERGROUND UTILITIES 3.15 Submit improvement plans for the construction of all public and private improvements in accordance with the latest City Standard Drawings and Specifications. Should the applicant propose the use of development and/or construction standards for any improvements and/or land uses which are different than those presently set forth in the City's Codes and Ordinances, Standard Specifications and Standard Plans, such standards must be presented to and approved by the City. The applicant shall cause Standard Specifications and Standard Drawings to be prepared in a format to be approved by the Engineering Division. 3.16 Plans and specifications for grease interceptors or similar runoff control equipment, to be reviewed and approved by the Engineering Division. The equipment shall be installed by property owners/tenants to the satisfaction of the Public Works Department (San Mateo Resolution No. P-08-26RZ2025-0005
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Environmental Compliance Source Control Inspector). Waste Discharge Permit shall also be required upon completion of installation before TCO is provided. 3.17 Should the geotechnical report find that there will be potential differential settlement or if deemed necessary by the Chief Building Official, mitigation measures will be provided and may include flexible connections or alternative measures acceptable to the Chief Building Official for gas, electric, sewer, water and other utilities and hinged, reinforced slabs shall be provided at transitions from building to sidewalks, walkways and driveways. The final geotechnical investigation report shall provide recommendations to minimize the potential damage to structures from differential settlement. 3.18 Prior to issuance of a building permit, the improvement plans shall show all proposed electric, cable TV, gas and communication lines within the development to the satisfaction of the Engineering and Building Divisions. All utilities shall be underground. (E/PW, BD) 3.19 During development of improvement plans, the location(s) of all above-ground utility equipment (Post Indicating Valves (P.I.V.), Backflow/Cross-Connection Devices, Fire Department Connections (FDC), fire hydrants and other such utilities shall be staked and the locations approved by staffs of the Planning/Code Enforcement Division, Building Inspection Division, Fire Department, and Public Works Department. Prior to final approval of the plans, the applicant shall arrange a joint field meeting with representatives from each of the Departments/Divisions listed above to confirm and verify locations for each above-ground utility component. (CDD, BD, FIRE, E/PW) Wastewater System 3.20 A Utility Impact Study prepared by Schaaf and Wheeler, dated February 4, 2026, has identified the following improvements to be constructed and implemented under this permit1: Lift 15 Station improvement: Replace pump impeller 2 to match impeller 1 spec. Forcemain improvement: Replace existing downstream force main from LS 15 to combined force main at the lagoon with new 8-inch PVC force main with ARVs. All required improvements are the responsibility of the applicant and shall be completed prior to temporary occupancy, at the applicant’s sole expense. All improvements shall be designed and constructed by the applicant, under the oversight of the Engineering Division and in accordance with the City’s Standard Plans, Details, and Specifications, to the satisfaction of the City Engineer. Applicant may be required to enter into an agreement before undertaking this work. Certain required improvements associated with the future site development as outlined in the GDP are anticipated to be constructed as part of a subsequent Phase of development. Prior to implementation of that phase, the supporting analyses and proposed improvements shall be reviewed and updated to confirm they remain valid and to determine whether any additional improvements are needed to serve the proposed development. Per S&W Study dated February 4, 2026, which evaluated infrastructure impacts resulting from an additional 600,00 SF of building area per the GDP, the currently identified improvements for the subsequent phase include installation of a new 3rdpump at LS 15. (E/PW) Resolution No. P-08-26RZ2025-0005
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3.21 Prior to issuance of a building permit, the improvement plans shall include the design of a wastewater collection system in accordance with the City’s Standard Details/Specifications and to the satisfaction of the Engineering Division. Wastewater collection system items of construction should include at least the following: The locations and numbers of on-site pump stations with permanent standby power, telemetry system and controls. All shall be as approved by the Engineering Division. Modification to and addition of permanent standby power to which the proposed system is contributing sewage, if required. Sanitary sewer mains. Manholes with manhole frames and covers. Cleanouts. In commercial/industrial buildings the sewer inspection cleanouts shall be at accessible outside locations to allow for wastewater sampling. Wye branches and laterals. And together with appurtenances to any or all of the above. (E/PW) 3.22 Any new connections and/or the costs associated with upsizing existing connections shall be subject to applicable connection fees pursuant to the latest Master Fee Schedule. Storm Water System 3.23 Prior to issuance of a building permit, the improvement plans shall include the design of stormwater improvements in accordance with the City’s Standard Details/Specifications and to the satisfaction of the Engineering Division. Stormwater improvements items of construction should include at least the following: surface and subsurface storm drain facilities; manholes with manhole frames and covers; catch basins and laterals; construct all catch basins as silt detention basins; And together with appurtenances, to any or all of the above. (E/PW) 3.24 Prior to issuance of a building permit, a complete storm drainage study of the proposed development shall be prepared by a registered civil engineer and submitted as part of the improvement plans package. Drainage facilities shall be designed in accordance with accepted engineering principles and be approved by the Engineering Division. The hydrology/hydraulic analysis shall include the following: The amount of runoff, and existing and proposed drainage structure capacities. Verification that the existing storm drain system is adequately sized to handle the run-off from the project. Conformance with the City’s Drainage Design Criteria/Standards available on the City’s website: https://www.fostercity.org/publicworks/page/city-standard-details Calculations and plans showing hydraulic gradelines. Evidence that the system is capable of handling a 25-year storm with the hydraulic grade line at least one foot below every grate. No overloading of the existing system will be permitted. All needed improvements shall be installed by the applicants at applicants’ sole cost. (E/PW) Resolution No. P-08-26RZ2025-0005
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3.25 The applicant shall fully comply with the C.3 provisions of the Municipal Regional Stormwater NPDES Permit (MRP). Responsibilities include, but are not limited to, designing Best Management Practices (BMPs) into the project features and operation to reduce potential impacts to surface water quality associated with operation of the project. These features shall be included in the design-level drainage plan and final development drawings. Specifically, the final design shall include measures designed to mitigate potential water quality degradation of runoff from all portions of the completed development. All Stormwater control measures outlined in the current San Mateo Countywide Water Pollution Prevention Program’s C.3 Stormwater Technical Guidance manual shall be incorporated into the project design. Low Impact Development features, including rainwater harvesting and reuse, and passive, low-maintenance BMPs (e.g., grassy swales, porous pavements) are required under the MRP. Higher-maintenance BMP’s may only be used if the development of at-grade treatment systems is not possible, or would not adequately treat runoff. Funding for long-term maintenance for all BMPs must be specified (as the City will not assume maintenance responsibilities for these features).The applicant shall establish a self-perpetuating drainage system maintenance program for the life of the project that includes annual inspections of any stormwater detention devices and drainage inlets. Any accumulation of sediment or other debris would need to be promptly removed. In addition, an annual report documenting the inspection and any remedial action conducted shall be submitted to the Public Works Development for review and approval. The drainage plan shall be prepared to the satisfaction of the Engineering Division. 3.26 Prior to issuance of a building permit, should the City determine that the City’s storm drain system or storm drain pumping capacity requires expansion or modification as a result of the applicants’ development, the applicants shall pay for all necessary improvement costs. The timing and amount of payment shall be as determined by the City. (CC, E/PW) 3.27 All storm drain lines and related storm drainage appurtenances located both within the property boundaries of the development site and associated offsite private easements shall be privately owned and maintained. Prior to issuance of a building permit, the applicants shall submit to the City Engineer evidence of easements granted for private offsite storm drainage facilities located on adjacent private property. Said easements shall provide the applicants the right at any time, or from time to time, to construct, maintain, operate, replace, remove, and renew all offsite storm drainage facilities, and appurtenant structures in, upon, over and across such easements. (E/PW) 3.28 Prior to installation of any stormwater treatment improvements (i.e., bio-detention basins), the applicant shall notify the Engineering Division to coordinate the inspections required for the various elements of the stormwater treatment installation. Failure to obtain inspection and approval by City staff may require the applicant to remove any stormwater treatment components, which were not inspected by the City at the applicants cost. In addition, the Engineering Division shall be notified at least forty-eight (48) hours in advance to schedule the necessary inspections. (E/PW) 3.29 Dewatering plan shall be submitted and approved by the Engineering Division detailing how trenches will be dewatered, any required testing per local NPDES permit, method of stilling out sediment and options for discharge of groundwater before any trenching begins on site.

Resolution No. P-08-26RZ2025-0005
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Water Distribution System 3.30 To properly evaluate necessary improvements, a complete water system capacity study of the on- site water system which services the proposed project shall be prepared by a registered civil engineer approved by the City/District Engineer, and retained by the project developer prior to approval of a building permit. The study shall include: a map showing the project location, utility drawings for the project area (pdf and CAD files), a project description (type of development, number of units, land use, acreage, etc.), and a system demand analysis (including average daily demand, maximum daily demand, peak hour demand, and fire flow requirements), specific to the proposed development. Applicant shall be responsible for the cost of the study as well as any identified improvements necessary to serve the new development. (BD, FIRE, E/PW) 3.31 Prior to the issuance of a building permit, the improvement plans shall include the design of a domestic water system to the satisfaction of the Engineering Division. Water distribution system items of construction shall include at least the following: backflow prevention devices; water mains - minimum main size is 8 in. in any area. Fire flow determined for buildings/areas per "The Guide for Determining Required Fire Flow; Insurance Services Office; Municipal Survey Service;" valves; tees; fittings; hydrants; meters; services; and together with appurtenances to any or all of the above; all water mains serving fire hydrants, shall be a minimum of 8" in diameter (E/PW, FIRE) 3.32 Prior to the issuance of a building permit, the applicant shall submit a design for all required backflow prevention devices in accordance with the Department of Health Services requirements. A backflow device shall be installed at each connection point to the City/District water system for both domestic and fire lines. The size and type of the backflow prevention devices are subject to approval by the Engineering Division. In addition, the required double check valve assembly shall be located on the drawings and provisions included for screening adjacent to property line. All backflow prevention assembly devices shall meet the California Health and Safety Code (CA H&SC) and installed in accordance with the USC specifications. (BD, E/PW, FIRE) 3.33 Prior to the issuance of a building permit, the applicant shall indicate on-site hydrants, blue reflective pavement markers and mains at locations approved by the Fire Department. Hydrants shall meet the following requirements: Fire hydrants shall be installed not more than 250 ft. apart -in some instances distances may be less and must meet San Mateo Consolidated Fire Department requirements All new fire hydrants or replacement of existing hydrants shall conform with current City standards. Placement shall conform to current City standards. (FIRE, E/PW) Resolution No. P-08-26RZ2025-0005
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3.34 Sub-meters shall be provided for each individual dwelling unit if individual meters are not provided. The required water sub-meters shall be installed prior to occupancy. (BD, E/PW) 3.35 Prior to the issuance of a building permit, the applicant shall submit a request for all required water meters, including payment for the meters. The applicant shall provide calculations supporting the size and type of the meters. The size and type of the meters are subject to approval by the Engineering Division. Water meters shall be located at the property line. (BD, E/PW) 3.36 All water lines and related water appurtenances located within the property boundaries of the development site shall be privately owned and maintained. Private water lines do not need to have Master Meter(s). Where appropriate, prior to issuance of a building permit, the applicants shall submit to the City Engineer evidence of easements that are shared with other privately owned and maintained for water facilities. Said easements shall provide the applicants the right at any time, or from time to time, to construct, maintain, operate, replace, remove, and renew all water facilities, and appurtenant structures in, upon, over and across such easements. 3.37 Any new connections and/or the costs of upsizing existing connections shall be subject to applicable connection fees pursuant to the latest Master Fee Schedule. PRIOR TO ARCHITECTURAL AND STRUCTURAL SHELL 3.38 Details of any trash/recycling enclosures shall be included, showing that the trash/recycling enclosures shall be covered, the drainage connected to the sanitary sewer and that it meets any other relevant stormwater control requirements (see https://www.flowstobay.org/newdevelopment). 3.39 (CDD, E/PW) 3.40 Plans for trash enclosures and recycling facilities, including truck access to these facilities, shall be reviewed by the service provider and a letter provided from the service provider indicating their comments, if any, have been satisfactorily resolved. (CDD, E/PW) PRIOR TO TENANT IMPROVEMENT(S) 3.41 Plans must show any required water offset measures as a result of the EMID Water Neutrality Ordinance if measures will be implemented on site. For offsite measures, offsite project shall have an issued Building Permit or otherwise required permit to make offsite offsets prior to TI submission. Offsite measures must be completed before the COO of this project. The current estimated total amount of water offsets for this project is 666,246 GPY, to be confirmed as design plans progress (E/PW) PRIOR TO LANDSCAPE AND FLATWORK Resolution No. P-08-26RZ2025-0005
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3.42 Submit documentation and plans showing compliance with Chapter 8.8 of the EMID Code, including, but not limited to submittal of the Outdoor Water Use Efficiency Checklist. (E/PW, CDD, BD) 3.43 Domestic backflow prevention devices shall be consistent with the most recent list of approved devices maintained by the County Department of Health. (E/PW, BD) 3.44 The Developer shall submit a letter signed and stamped by the licensed landscape architect verifying that the plants that have been selected for the bioretention area/swale are drought tolerant, inundation tolerant, and require minimal maintenance consistent with the C.3/C.6 Checklist, as provided in Appendix A of the San Mateo County Wide Water Pollution Prevention Program’s C.3 Stormwater Technical Guidance Handbook at www.flowstobay.org. 3.45 Plans must show any required water offset measures as a result of the Water Neutrality Ordinance if measures will be taken on site. For offsite measures, offsite project shall have an issued Building Permit or otherwise needed permit to make offsite offsets. Offsite measures must be completed before the COO of this project. The current estimated total amount of water offsets for this project is 666,246 GPY, to be confirmed as design plans progress (E/PW) GENERAL CONSTRUCTION PRACTICES 3.46 All work shall conform to the applicable City/District codes. Good housekeeping practices shall be observed at all times during the course of construction. Superintendence of construction shall be diligently performed by a person or persons authorized to do so at all times during working hours. The storing of goods and/or materials on the sidewalk and/or the street will not be allowed unless a special permit is issued by the Engineering Division. (CDD, BD, E/PW) 3.47 The developer’s registered Engineer shall notify the Engineering Division, in writing, at least 72 hours in advance of all differences between the proposed work and the design indicated on the civil plans. Any proposed changes shall be subject to the approval of the City before altered work is started. Any approved changes shall be incorporated into the final as-built drawings. 3.48 The applicant shall require all contractors to obtain and submit to City any transportation permits required by Caltrans. Contractors are further required to obtain a transportation permit from City for hauling on local streets. All vehicles hauling materials to the project site that exceed 12,000 pounds gross weight shall follow established truck route streets to the closest point of the job site unless directed otherwise by the Engineering Division. (E/PW) 3.49 If the presence of hazardous materials is found on site, site remediation may be required by the applicable state or local regulatory agencies. Specific remedies would depend on the extent and magnitude of contamination and requirements of the regulatory agency(ies). Under the direction of the regulatory agency(ies) and the City, a Site Remediation Plan shall be prepared, as required, by the applicant. The Plan shall: 1) specify measures to be taken to protect workers and the public from exposure to the potential hazards and, 2) certify that the proposed remediation would protect the public health in accordance with local, state, and federal requirements, considering the land use Resolution No. P-08-26RZ2025-0005
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proposed. Excavation and earthworking activities associated with the proposed project shall not proceed until the Site Remediation Plan has been reviewed and approved by the regulatory oversight agency and is on file with the City. (E/PW, BD) 3.50 All excess fill shall be disposed of in accordance with City requirements. (E/PW) 3.51 The construction contractor shall protect all downstream sanitary sewer lines from construction debris while performing sanitary sewer construction. Means to prevent construction debris must be used and shall be inspected by the construction inspector. 3.52 All relevant approved material submittals for onsite work to be inspected by PW (site utilities and flatwork) must be submitted to the Engineering Division representative at least two weeks prior to on-site construction occurring. Submittals shall be bundled in logical packages and approved by the applicant’s Engineer of Record (EOR). Failure to comply may result in rejection of inspection of work on site. (E/PW) 3.53 All relevant material submittals for onsite work to be inspected by PW (site utilities and flatwork) must be submitted to the Engineering Division representative to comply with the latest Material Submittal Guidelines. Submittals shall be bundled in logical packages and approved by the applicant’s Engineer of Record (EOR). Failure to comply may result in rejection of inspection of work on site. (E/PW) 3.54 All relevant material submittals for offsite work shall be reviewed and approved by PW in addition to the Engineer of Record (EOR) to comply with the latest Material Submittal Guidelines No construction of offsite work shall commence before approval of required material submittals. (E/PW) 3.55 All Public Works inspections must be requested at least 48 hours in advance and shall be during regular business hours (8am to 5pm), unless otherwise approved by the Engineering Division. 3.56 Applicant shall have Engineering Division approved dewatering plan before any trenching or other activities that may involve dewatering ground water. (E/PW) PRIOR TO OCCUPANCY 3.57 The Kimley Horn Traffic Impact Assessment Report dated March 13, 2026 recommends providing Signal Timing Improvements at four specific intersections. Prior to Occupancy, the applicant shall confirm these Signal Timing Improvements via microsimulation and verify the recommended signal timing minimizes upstream impacts at directly adjacent signalized intersections. Applicant shall then fund signal timing modifications, subject to review and approval to the City. 3.58 Prior to approval of any subsequent phases of development (Phase 2), the applicant shall conduct a subsequent Traffic Impact Analysis utilizing LOS and ensuring the Project does not incur an additional 4 second delay or greater at any studied intersection that is operating unacceptably without the Project per adopted Foster City Land Use and Circulation Element dated February 1, 2016. If a 4 second delay or greater is identified, physical improvements to the intersections may be necessary to minimize intersection Resolution No. P-08-26RZ2025-0005
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delays caused by the Project. Any improvements, if needed, would be the responsibility of the applicant to install and in proportion to the Project’s fair share contribution to the delay. If Foster City adopts a new Land Use Circulation Element prior to Phase 2, the project will be subject to the new Element. 3.59 Prior to approval of any subsequent phases of development (Phase 2), the applicant shall conduct an on-site circulation analysis to confirm the proposed site ingress/egress locations are adequate. The analysis shall identify any necessary modifications, including potential relocation of driveways or implementation of turning restrictions on the western most driveway on Chess Drive, as determined by the City Engineer. 3.60 Prior to Temporary Occupancy, improvements identified in COA 5.8.1 (per Utility Impact Study prepared by Schaaf & Wheeler, dated February 4, 2026) must be completed and in service. The study has identified the following required improvements: Lift Station 15 improvement: Replace pump impeller 2 to match pump impeller 1 spec Forcemain Improvement : replace existing downstream force main from LS 15 to combined force main at the lagoon with new 8-inch PVC force main with ARVs All required improvements are the responsibility of the applicant and shall be completed prior to Temporary Occupancy, at the applicant’s sole expense. All improvements shall be designed and constructed by the applicant, under the oversight of the Engineering Division and in accordance with the City’s Standard Plans, Details, and Specifications, to the satisfaction of the City Engineer. 3.61 Prior to occupancy, the applicant shall arrange a joint field meeting with the Public Works Department to inspect all public facilities (i.e. curb, gutter, sidewalk, roadway, etc.) and any facilities determined to be damaged during construction, shall be marked by the Department and the development/owner shall restore at owners cost. All sidewalk that has settled or uplifted, shall be marked and repaired at owner’s cost. (E/PW) 3.62 Prior to occupancy, following utility work in the street, all pavement shall be restored. (E/PW) 3.63 Prior to occupancy, a post construction survey of the pavement/roadway along the approved construction haul routes shall be performed by the same firm that performed the pre-construction condition survey. Based on the results of the survey, the City will determine a reimbursement amount from the applicant to cover the costs to restore the roadways affected, to the pre-construction condition. (E/PW) 3.64 Prior to occupancy, any development involving one or more acres of total land area must file a Notice of Termination to the State Water Resources Control Board at the completion of construction and submit a copy to the Public Works Department. 3.65 Prior to occupancy, the City shall be provided with Final AutoCAD (latest version) compatible files (DXF or DWG) and PDF for all computer-generated mapping, construction plans and graphic information related to site/civil drawings for this project. (E/PW) Resolution No. P-08-26RZ2025-0005
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3.66 Prior to occupancy the applicant shall prepare a post-construction CCTV survey report on the new on-site wastewater collection system and existing wastewater collection system and force mains, to be submitted to the Foster City Public Works Department for review. Sewer lines filled with sediment or construction debris, or damaged, shall be cleaned out/repaired at applicant’s cost. (E/PW) 3.67 Prior to occupancy the existing storm drain pipe lines on the project site and downstream to the nearest lagoon inlet shall be cleaned and sediment removed at the completion of the project. Applicant shall submit a map illustrating the route to be televised for approval of the Engineering Division prior to sediment removal. The storm drain pipe lines shall be televised after cleaning to verify that the sediment has been removed and to identify any damages to the storm drain pipe lines during construction. A post construction survey report shall be prepared identifying facilities to be repaired and confirming removal of sediment from storm lines. The applicant shall be responsible for constructing and financing any such repairs. Sediment left in mains shall be subject to re-cleaning at the applicant’s sole cost. 3.68 Prior to occupancy the applicant shall arrange a joint field meeting with representatives of the Water Department to perform a visual survey of the condition of the existing water distribution system (including testing of valves and appurtenances) in the vicinity of the project site. The applicant shall prepare a post-construction survey report to be submitted to the Foster City Public Works Department for review. Report shall document any necessary repairs required to the existing water supply infrastructure. The applicant shall be responsible for constructing and financing any such repairs. 3.69 Prior to final building inspection, the property owner shall submit a Maintenance Agreement for Stormwater Treatment Measures and Hydromodification Management Controls, including a Maintenance Plan pertinent to the type(s) of measures included in the project, pursuant to the San Mateo Countywide Water Pollution Prevention Program (www.flowstobay.org). Following review and approval by City staff, the property owner shall have the Maintenance Agreement recorded prior to building occupancy approval. The Maintenance Agreement shall be made a part of any CC&Rs recorded for the property and shall include the following statements: The property owner shall be responsible for conducting all servicing and maintenance as described and required by the approved Maintenance Plan(s). Maintenance of all site design and treatment control measures shall be the owner’s responsibility. Site access shall be granted to representatives of the City, the San Mateo County Mosquito and Vector Control District, and the Water Board, at any time, for the sole purpose of performing operation and maintenance inspections of the installed stormwater treatment systems. (E/PW) 3.70 Prior to final occupancy, the C.3 and C.6 Project Closeout Form shall be completed by City staff and placed in the project file. (E/PW) 3.71 Prior to occupancy, the applicant must provide recorded easements for access by Police, Fire and Public Work vehicles responding to emergencies or maintaining, exercising, flushing or testing emergency equipment including fire hydrants, fire department connections, and any public utilities on the site. Plat and legal descriptions must be signed and stamped by a registered civil engineer and submitted to the Engineering Division for review. Easements must be to the satisfaction of the Engineering Division and the Fire Resolution No. P-08-26RZ2025-0005
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Marshal. Upon staff approval, the item is considered by the City Council/Board of Directors. Recordation by the County follows approval by the Council/Board. (E/PW, FIRE, POL) 3.72 Prior to occupancy, all onsite or offsite improvements required to satisfy Water Neutrality requirements, must be installed and a report confirming their installation shall be submitted to the Engineering Division (E/PW). 3.73 Prior to occupancy, for any work under the City’s Outdoor Water Conservation in Landscaping Ordinance (MWELO), certification and audit report must be submitted to City. (E/PW, CDD) 3.74 Prior to occupancy, the applicant must provide a digital set of as-built record drawings for all civil and public works related plumbing sheets. (E/PW) OPERATIONAL REQUIREMENTS 3.75 The property owners/tenants are prohibited from discharging any commercial fertilizers, pesticides or herbicides into the lagoon or water features. (E/PW) 3.76 The applicant/property owners/tenants shall control accumulations of petroleum wastes and other pollutants in the streets and parking areas by frequent sweeping. (E/PW, CDD) 4. FIRE PRIOR TO ISSUANCE OF ANY PERMIT 4.1 No Fire Permits shall be closed out (finaled) until the Use Permit has been approved. 4.2 The applicant shall indicate on all building permit plans that all construction shall meet current code standards at the time of building permit submittal. The building permit plans are subject to review and approval by the Fire Marshal or his/her designee. 4.3 Prior to commencement of any site work or placement of any construction trailers, the applicant shall submit a Site Logistics Plan showing proposed haul routes, placement of the construction trailers (if any) and areas for materials/equipment materials/equipment delivery, materials/equipment storage, waste collection and maintenance/fueling of vehicles/equipment. The Site Logistics Plan shall be subject to approval by the Community Development Director. The Site Logistics Plan designated storage areas for material delivery, storage, and waste collection shall be as far away from catch basins, gutters, drainage courses, and water bodies as possible. All hazardous materials and wastes used or generated during project site development activities shall be labeled and stored in accordance with applicable local, state, and federal regulations. In addition, an accurate up-to-date inventory, including Material Safety Data Sheets, shall be maintained on-site to assist emergency response personnel in the event of a hazardous materials incident. The Site Logistics Plan designated area for all maintenance and fueling of vehicles and equipment shall be bermed or over a drip pan that will not allow run-off of spills. Vehicles and equipment shall be regularly checked and have Resolution No. P-08-26RZ2025-0005
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leaks repaired promptly at an off-site location. Secondary containment shall be used to catch leaks or spills any time that vehicle or equipment fluids are dispensed, changed, or poured. The Site Logistics Plan shall locate equipment staging in areas that will create the greatest possible distance between construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction. 4.4 The applicant shall prepare a project-specific Construction Risk Management Plan (CRMP) to protect construction workers, the general public, and the environment from subsurface hazardous materials previously identified and to address the possibility of encountering unknown contamination or hazards in the subsurface. The CRMP shall: Provide procedures for evaluating, handling, storing, testing and disposing of soil and groundwater during project excavation and dewatering activities, respectively; Require the preparation of a project specific Health and Safety Plan that identifies hazardous materials present, describes required health and safety provisions and training for all workers potentially exposed to hazardous materials in accordance with state and federal worker safety regulations, and designates the personnel responsible for Health and Safety Plan implementation; Require the preparation of a Contingency Plan that shall be applied should previously unknown hazardous materials be encountered during construction activities. The Contingency Plan shall be developed by the contractor(s), with the approval of the City and/or appropriate regulatory agency, prior to demolition or issuance of the first building permit. The Contingency Plan shall include provisions that require collection of soil and/or groundwater samples in the newly discovered affected area by a qualified environmental professional prior to further work, as appropriate. The samples shall be submitted for laboratory analysis by a state-certified laboratory under chain-of-custody procedures. The analytical methods shall be selected by the environmental professional. The analytical results of the sampling shall be reviewed by the qualified environmental professional and submitted to the appropriate regulatory agency, if appropriate. The environmental professional shall provide recommendations, as applicable, regarding soil/waste management, worker health and safety training, and regulatory agency notifications, in accordance with local, state, and federal requirements. Work shall not resume in the area(s) affected until these recommendations have been implemented under the oversight of the City of regulatory agency, as appropriate; and Designate personnel responsible for implementation of the CRMP. The CRMP shall be submitted to the Fire Department for review and approval prior to construction activities. Emergency Preparedness and Response Procedures shall be developed by the contractor(s) for emergency notification in the event of an accidental spill or other hazardous materials emergency during project site preparation and development activities. These Procedures shall include evacuation procedures, spill containment procedures, required personal protective equipment, as appropriate, in responding to the emergency. The contractor(s) shall submit these procedures to the City prior to demolition or development activities. All city/district owned water systems and on-site water systems shall be looped with two points of connection to the satisfaction of the City Engineer or his/her designee. The systems shall meet the requirements of State Department of Health Services, City’s Public Works Department, and the Fire Marshal. The water supply information shall be submitted to the Fire Marshal or his/her designee for review and approval.

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The applicant shall submit all plans involving fire systems (including but not limited to fire sprinklers, fire hydrants, and fire alarms) in conjunction with the superstructure building permit plans to the Fire Department. The plans are subject to review and approval by the Fire Marshal or his/her designee. The plans shall show a Fire Apparatus Access Road serving each structure on the property. Each access road shall have a minimum (Fire Plan Checker to Enter: 20 to 26 feet)-foot unobstructed linear width, and provide an unobstructed height of no less than 13 feet, 6 inches subject to the review and approval Fire Marshal or his/her designee. a. The applicant shall submit a letter from a certified soils or geotechnical engineer stating the final roadway is able to support a load of 68,000 pounds. A “Click to Enter” system shall be installed on all Fire Emergency Access Roads. The letter shall be submitted to the Fire Marshal or his/her designee for review and approval prior to the Fire Final Inspection. The applicant shall provide fire flow information to the Fire Plan Checker, which is subject to the review and approval of the Fire Marshal or his/her designee. a. A master building wide Hazardous Materials Inventory Statement (HMIS) and a tenant HMIS shall be kept on file with the building management for the lifetime of the use. The building management shall manage all tenant HMIS documents against the Master HMIS such that the total quantity of hazardous materials shall not exceed the Maximum Area Quantities (MAQ’s) as defined by the HMIS and CFC Chapter 50. These documents shall be made available to the Fire Department before Final sign offs. 4.5 The contractor shall prepare a Waste Disposal and Hazardous Materials Transportation Plan prior to construction activities where hazardous materials or materials requiring off-site disposal would be generated. The Plan shall include a description of analytical methods for characterizing wastes, handling methods required to minimize the potential for exposure, and shall establish procedures for the safe storage of contaminated materials, stockpiling of soils, and storage of dewatered groundwater. The required disposal method for contaminated materials (including any lead-based paint, asbestos, or other hazardous building materials requiring disposal, see SCOA 9.25, below), the approved disposal site, and specific routes used for transport of wastes to and from the project site shall be indicated. The Plan shall be prepared prior to demolition or development activities and submitted to the City. PRIOR TO GRADING AND DRAINAGE 4.6 The plans shall show a Fire Apparatus Access Road swerving each structure on the property. Each access road shall have a minimum (Fire Plan Check to Enter 20to 26 feet) foot unobstructed linear width and provide an unobstructed height of no less than 13 feet, 6 inches subject to the review and approval of the Fire Marshal or his/her designee. 4.7 Prior to issuance of a building permit, plans shall indicate that when completed, all new roadway surfaces or fire lanes shall be capable of providing continuous service for vehicles with a gross vehicle weight of at least 68,000 lbs. This shall be certified with a letter from a registered soils or geotechnical engineer.

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4.8 Prior to issuance of a building permit, plans shall indicate that prior to combustible materials being brought onto the site, designated roadway surfaces or fire lanes shall be capable of providing continuous service for vehicles with a gross vehicle weight of 68,000 lbs. This shall be certified with a letter from a registered soils or geotechnical engineer. PRIOR TO UNDERGROUND UTILITIES 4.9 During development of improvement plans, the location(s) of all above-ground utility equipment (Post Indicating Valves (P.I.V.), Backflow/Cross-Connection Devices, Fire Department Connections (FDC), fire hydrants and other such utilities shall be staked and the locations approved by staffs of the Planning/Code Enforcement Division, Building Inspection Division, Fire Department, and Public Works Department. Prior to final approval of the plans, the applicant shall arrange a joint field meeting with representatives from each of the Departments/Divisions listed above to confirm and verify locations for each above-ground utility component. Water Distribution System 4.10 To properly evaluate necessary improvements, a complete water system capacity study of the on-and-off site water system which services the proposed project shall be prepared by a registered civil engineer approved by the City/District Engineer, and retained by the project developer prior to approval of a building permit. The study shall include: a map showing the project location, utility drawings for the project area (pdf and CAD files), a project description (type of development, number of units, land use, acreage, etc.), and a system demand analysis (including average daily demand, maximum daily demand, peak hour demand, and fire flow requirements), specific to the proposed development. The study shall include a detailed water pipe hydraulic flow analysis to determine whether the existing water distribution system is properly sized to meet the projected new water demands on the project site. All needed construction improvements to upsize the existing water distribution system to meet the demands of the new project shall be constructed to meet California Fire Code and Foster City Fire Department requirements, by the applicant at the applicant’s sole cost. 4.11 The applicant shall install the approved number of public/private fire hydrant(s) spaced as per the Fire Department’s local Ordinance. All fire hydrants used for fire flow for the project site shall be upgraded to a Clow model 960 or equivalent consisting of (2) 2-½ inch and (1) 4-½ inch outlets. Each hydrant shall be capable of providing a minimum fire flow of 1500 gpm at 20 psi residual pressure. Water supply for fire protection is required to be installed in accordance with water purveyor’s specifications. The water supply shall be tested, flushed and approved operable prior to any combustible construction materials being placed on the site. Staged construction shall insure that the necessary water supply is maintained from stage to stage in the construction planning. The letter shall be submitted to the Fire Marshal or his/her designee for review and approval prior to the Fire Final Inspection. 4.12 Prior to the issuance of a building permit, the improvement plans shall include the design of a domestic water system to the satisfaction of the Engineering Division. Water distribution system items of construction shall include at least the following: backflow prevention devices; Resolution No. P-08-26RZ2025-0005
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water mains - minimum main size is 8 in. in any area. Fire flow determined for buildings/areas per "The Guide for Determining Required Fire Flow; Insurance Services Office; Municipal Survey Service;" valves; tees; fittings; hydrants; meters; services; and together with appurtenances to any or all of the above; all water mains serving fire hydrants, shall be a minimum of 8" in diameter 4.13 Water lines shall be designed for fire flows to meet California Fire Code and Fire Department requirements. 4.14 All on-site fire water service mains shall have two sources of supply connections to City/District water system, be looped and meet the requirements of the State Department of Health Services and the City Fire Marshal. A Fire Water Service Plan shall be submitted separate from civil drawings. Civil will provide a memo with findings of water analysis for a looped main for 333 and 335 and also for a non-looped condition. Based on coordination with fire department, they will review the flow and pressure information for a non-looped main and determine if it is acceptable to waive this condition for a looped main. 4.15 Prior to the issuance of a building permit, the applicant shall submit a design for all required backflow prevention devices in accordance with the Department of Health Services requirements. A backflow device shall be installed at each connection point to the City/District water system for both domestic and fire lines. The size and type of the backflow prevention devices are subject to approval by the Engineering Division. In addition, the required double check valve assembly shall be located on the drawings and provisions included for screening adjacent to property line. All backflow prevention assembly devices shall meet the California Health and Safety Code (CA H&SC) and installed in accordance with the USC specifications. 4.16 Prior to the issuance of a building permit, fire mains shall be designed to Fire Department specifications. Fire mains shall be constructed according to those specifications. 4.17 Prior to the issuance of a building permit, the applicant shall indicate on-site hydrants, blue reflective pavement markers and mains at locations approved by the Fire Department. Hydrants shall meet the following requirements: Fire hydrants shall be installed not more than 250 ft. apart -in some instances distances may be less and must meet San Mateo Consolidated Fire Department requirements. All new fire hydrants or replacement of existing hydrants shall conform with current City standards. Placement shall conform to current City standards. PRIOR TO ARCHITECTURAL AND STRUCTURAL SHELL 4.18 The plans shall show a key switch/shunt trip to disconnect the building electrical power and/or solar photovoltaic system by Fire Department personnel. The key switch/shunt trip Resolution No. P-08-26RZ2025-0005
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location(s) shall be subject to the review and approval of the Fire Marshal or his/her designee. 4.19 The plans shall show a fire control room with direct access from the exterior of the building subject to the requirements listed in the Fire Department’s local Ordinance and subject to the review and approval of the Fire Marshal or his/her designee. 4.20 The applicant shall submit all plans involving fire systems (including but not limited to fire sprinklers, fire hydrants, and fire alarms) in conjunction with the superstructure building permit plans to the Fire Department. The plans are subject to review and approval by the Fire Marshal or his/her designee. 4.21 Prior to issuance of the architectural/structural shell permit, all emergency vehicle access and location of building numbers shall be identified to the satisfaction of the City. 4.22 Elevators shall be sized to meet the gurney requirements. A generator shall be provided to power the gurney-sized elevator, with the size subject to the approval of the Fire Marshal. 4.23 Voice evacuation shall be provided for all common areas (stairwells, corridors, entry/lobbies, elevator lobbies, etc.), pursuant to the California Fire Code and Title 19 of the California Code of Regulations applicable at the time of building permit submittal. 4.24 Upon determination by required 3rdparty testing by a City approved consultant, that the erection of structures within the development results in decreased performance of the City’s existing public safety communications system, the building owner shall submit plans to rectify the deficiencies. Decreases in the public safety communications system performances shall be deemed to include a loss of radio contact or other radio interference resulting in a significant reduction in the performance of the public safety communications system. 4.25 Final development plans shall indicate that access to the buildings’ roof area shall be granted to the City, if required, to install auxiliary transmitters and antennas. 4.26 Prior to issuance of the architectural/structure shell permit, an addressing plan shall be provided, including proposed addresses and size, location and illumination of address signage, subject to approval by City. PRIOR TO TENANT IMPROVEMENTS 4.27 Rooftop solar installations shall meet the California Fire Code and Electrical Codes for labels and clearance. Rooftop access will be required as per the California Building Code, California Fire Code and California Electric Code. 4.28 Prior to issuance of the building permit, plans for the fire sprinkler system and fire alarm system in accordance with the California Fire Code, Title 15 of the Foster City Municipal Code, and NFPA 13 and 72 shall be submitted and approved by the Chief Building Official and Fire Marshal. Installation shall be completed and approved prior to building occupancy. General: o All PIV, OS & Y valves and Zone valves, etc. must be tamper switched.

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o All Fire Department connections (FDCs) must be within 100 ft. or less of a water supply (fire hydrant). FDCs must have a minimum of two inlets. Each building shall have an independent fire sprinkler system and FDC. o The required double check valve assembly shall be located on the drawings and provisions included for screening. Fire Sprinklers:o If elevators are provided, fire sprinklers may be required depending on elevator type. o A combination fire sprinkler and fire standpipe shall be provided for each building. o All new buildings/new construction except for Single Family houses (R3) shall install a National Fire Protection Association (NFPA) 13 Fire Sprinkler system. A horn strobe shall be installed in the area of the FDC at a location approved by the Fire Marshal. Fire Pumps: o A fire pump if required to meet minimum fire flow requirements, shall be provided to meet the fire sprinkler and standpipe demand(s). o Electric fire pumps are only acceptable with generator backup. Fire Alarm System: o Fire alarm system(s) shall be zoned by address, floor, area and type of device. o The fire alarm system(s) for the building shall have a horn/strobe system and a speaker/strobe system in the common areas. 4.29 Roof access shall be provided from at least one stairway in each building. 4.30 All rescue windows must be accessible. A Stable, Slip Resistant, Level Fire Ladder location (Pad) capable of supporting the weight of the ladder, the firefighter in gear, equipment, and the person to be rescued (no less than 1,000 pounds total). This Fire Ladder Pad shall be no less than 4’-0” wide by 6’-0” deep and shall allow the unobstructed raising of the ladder free of overhead obstacles. The extended ladder angle must be at least 70° from horizontal or 4:1 slope unless otherwise approved. 4.31 If commercial cooking is provided, automatic fire extinguishing system(s) shall be required for the protection of all hood, duct, plenum and cooking surfaces. GENERAL CONSTRUCTION PRACTICES 4.32 The applicant shall maintain required egress for all adjacent buildings/properties. 4.33 For projects that require standpipes by California Fire Code Section 905.3.1, the applicant shall provide not less than one standpipe for use during construction or demolition. 4.34 Prior to the installation or use of barricades, fences, or gates across emergency vehicle access roads during construction, the applicant shall submit plans to the Fire Plan Checker subject to the review and approval of the Fire Marshal or his/her designee. 4.35 The applicant shall post temporary address numbers on each building at the project site that must be easily visible from the street or fire access road.

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4.36 The applicant shall comply with the California Fire Code Chapter 33 during all phases of construction of the project. A Fire Site Safety Plan is required and shall be available to the Fire Department at all times. PRIOR TO OCCUPANCY 4.37 An Emergency Responder Radio Coverage system may be required for this project. Testing shall occur during construction due to circuit protection requirements that will affect building design. The applicant shall provide a third-party testing grid report to the Fire Department subject to the review and approval by the Fire Marshal or his/her designee prior to the Fire Final Inspection. 4.38 Floor plans shall be provided in PDF format to the Fire and Police Departments. 4.39 Prior to occupancy, the applicant must provide recorded easements for access by Police, Fire and Public Work vehicles responding to emergencies or maintaining, exercising, flushing or testing emergency equipment including fire hydrants, fire department connections, and any public utilities on the site. Plat and legal descriptions must be signed and stamped by a registered civil engineer and submitted to the Engineering Division for review. Easements must be to the satisfaction of the Engineering Division and the Fire Marshal. Upon staff approval, the item is considered by the City Council/Board of Directors. Recordation by the County follows approval by the Council/Board. 4.40 Prior to occupancy, all street addresses for the subject building shall be clearly visible from the adjacent street. Numerals shall be of a size satisfactory to the Fire and Police Departments, typically six (6) inches minimum. Buildings not fronting on a roadway shall be required to have their locations identified along the vehicle roadway nearest the building or at other locations as determined by the Fire and Police Departments with numbers a minimum of six (6) inches. Rear building entrance doors, including garage doors facing a street or drive aisle shall also be clearly marked with building number identification so that they can be found quickly in emergencies. 4.41 Prior to occupancy, for commercial buildings, the street number numerals shall be no less than 6 inches in height and shall be of a contrasting color to the background surface to which they are attached. Rear building entrance doors shall also be clearly marked with building number identification so that they can be found quickly in emergencies. All building identification numbers shall be provided with a light source or internally illuminated during the hours of darkness. If internally illuminated signage is proposed, prior approval from the Community Development Department shall be obtained. 4.42 Prior to building occupancy, all hydrants serving the buildings to be occupied shall be identified by a blue dot placed in the street or driveway. 4.43 Prior to occupancy, all required interior signage shall be written in Arabic numbers, or alphabetic letters, at a size no less than 1.5 inches x .25 inch strokes. Numbers/alphabetic letters shall be of a contrasting color to the background. All interior signage shall be on the door or in close proximity, as approved by the Police and Fire Departments. 4.44 Prior to occupancy, all “call box,” gates or remote entry doors shall be set up with a first responder access entry code provided by the Police Department. All commercial and multi-unit parking garages shall provide “Click 2 Enter” access to allow first responders’ entry to the garage.

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4.45 Prior to building occupancy, all building specific relevant loading zones, fire lanes and restricted parking zones shall be marked in accordance with the California Vehicle Code and the Foster City Municipal Code, except that all ADA accessible parking spaces shall be marked with all three of three required methods (vertical sign, blue striping/wheel stop and pavement emblem marking). All areas not designated as parking stalls shall be marked as a “FIRE LANE” per Section 22500.1 CVC. 4.46 Prior to building occupancy, Fire Department key boxes with access keys shall be provided at the main entrances, at the garage and any other locations as directed by the Fire Department. 4.47 Prior to building occupancy, the developer shall provide a letter from a registered oils or geotechnical engineer certifying that all new roadway surfaces or fire lanes are capable of providing continuous service for vehicles with a gross vehicle weight of at least 68,000 lbs. OPERATIONAL REQUIREMENTS 4.48 State safety regulations regarding the transport, handling and storage of hazardous materials shall be strictly adhered to. Periodic inspection by State inspectors and city fire marshals is required. 4.49 Storage of hazardous materials shall be directed to areas in the complex where maximum protection of office and other active work areas can be provided. 4.50 Prior to such storage or use, individual businesses that intend to store or use hazardous materials must obtain a permit from the Fire Department (in accordance with the adopted California Fire Code). 4.51 The applicant/property owner shall provide and conduct regular maintenance of the Emergency Responder Radio Coverage System (ERRCS) that meets the Telecommunications Engineering Associates (TEA) standard. The applicant/property owner shall provide an annual certificate of inspection. 4.52 The applicant, HOA, or any future owner shall provide and conduct regular maintenance of the site in order to preserve all loading zones, fire lanes, and restricted parking zones as readily visible and identifiable. 5. POLICE 5.1 Prior to issuance of the architectural/structural shell permit, all emergency vehicle access and location of building numbers shall be identified to the satisfaction of the City. 5.2 Upon determination by required 3rdparty testing by a City approved consultant, that the erection of structures within the development results in decreased performance of the City’s existing public safety communications system, the building owner shall submit plans to rectify the deficiencies. Decreases in the public safety communications system performances shall be deemed to include a loss of radio contact or other radio interference resulting in a significant reduction in the performance of the public safety communications system.

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5.3 Final development plans shall indicate that access to the buildings’ roof area shall be granted to the City, if required, to install auxiliary transmitters and antennas. 5.4 Prior to issuance of the architectural/structure shell permit, an addressing plan shall be provided, including proposed addresses and size, location and illumination of address signage, subject to approval by City. PRIOR TO LANDSCAPE AND FLATWORK 5.5 An exterior lighting plan including fixture and standard design, coverage and intensity shall be submitted, to be reviewed and approved by the Community Development Department and the Police Department. In its review of the lighting plan, the City shall ensure that any outdoor night lighting proposed for the project is downward-facing, not overly bright at the property line and shielded so as to minimize nighttime glare and lessen impacts to neighboring properties. The City shall also ensure that all development plans for the proposed project conform to the performance standards provided under Section 17.68.080 of the Foster City Municipal Code. PRIOR TO OCCUPANCY 5.6 Floor plans shall be provided in PDF format to the Fire and Police Departments. 5.7 Prior to occupancy, the applicant must provide recorded easements for access by Police, Fire and Public Work vehicles responding to emergencies or maintaining, exercising, flushing or testing emergency equipment including fire hydrants, fire department connections, and any public utilities on the site. Plat and legal descriptions must be signed and stamped by a registered civil engineer and submitted to the Engineering Division for review. Easements must be to the satisfaction of the Engineering Division and the Fire Marshal. Upon staff approval, the item is considered by the City Council/Board of Directors. Recordation by the County follows approval by the Council/Board. 5.8 Prior to occupancy, all street addresses for the subject building shall be clearly visible from the adjacent street. Numerals shall be of a size satisfactory to the Fire and Police Departments, typically six (6) inches minimum. Buildings not fronting on a roadway shall be required to have their locations identified along the vehicle roadway nearest the building or at other locations as determined by the Fire and Police Departments with numbers a minimum of six (6) inches. Rear building entrance doors, including garage doors facing a street or drive aisle shall also be clearly marked with building number identification so that they can be found quickly in emergencies. 5.9 Prior to occupancy, for commercial buildings, the exterior street number numerals shall be no less than 6 inches in height and shall be of a contrasting color to the background surface to which they are attached. Rear building entrance doors shall also be clearly marked with building number identification so that they can be found quickly in emergencies. All building identification numbers shall be provided with a light source or internally illuminated during the hours of darkness. If internally illuminated signage is proposed, prior approval from the Community Development Department shall be obtained. 5.10 Prior to occupancy, in all commercial properties the non-secure parking areas shall be equipped with a video surveillance system.

Resolution No. P-08-26RZ2025-0005
-36-

5.11 Commercial property owners shall register their alarm systems/video surveillance systems with the Police Department. 5.12 Prior to occupancy, all required interior signage shall be written in Arabic numbers, or alphabetic letters, at a size no less than 1.5 inches x .25 inch strokes. Numbers/alphabetic letters shall be of a contrasting color to the background. All interior signage shall be on the door or in close proximity, as approved by the Police and Fire Departments. 5.13 Prior to occupancy, all “call box,” gates or remote entry doors shall be set up with a first responder access entry code provided by the Police Department. All commercial and multi-unit parking garages shall provide “Click 2 Enter” access to allow first responders’ entry to the garage. 5.14 Prior to building occupancy, all building specific relevant loading zones, fire lanes and restricted parking zones shall be marked in accordance with the California Vehicle Code and the Foster City Municipal Code, except that all ADA accessible parking spaces shall be marked with all three of three required methods (vertical sign, blue striping/wheel stop and pavement emblem marking). All areas not designated as parking stalls shall be marked as a “FIRE LANE” per Section 22500.1 CVC. OPERATIONAL REQUIREMENTS 5.15 The applicant or any future owner shall provide and conduct regular maintenance of the site in order to preserve all loading zones, fire lanes, and restricted parking zones as readily visible and identifiable. 5.16 Tree canopies shall be maintained to provide a minimum clear area under the canopy of six (6) feet. Groundcover areas shall be maintained to be consistent with the approved landscaping plan. The property owner shall provide and conduct regular maintenance of the landscaping to preserve the required plant heights. 5.17 The property owner shall provide the Foster City Police Department with the name and contact information for an emergency contact and any security companies that may be contracted to be at the premises. 5.18 Indemnity Provision. If any Legal Challenge against the Project approvals is submitted to the City or the Estero Municipal Improvement District (EMID) or filed in a court of law, Applicant will, to the greatest extent authorized by law, defend (with counsel approved by City, which approval shall not be unreasonably withheld), indemnify, and hold harmless the City/EMID, its officials, employees, volunteers and agents from and against any and all loss, liability, expenses, claims, costs (including reasonable attorneys’ fees), suits and damages of every kind nature, and description, directly or indirectly arising from any third party legal challenge to the Project. 5.19 The project shall comply with the provisions of the City’s Smoking Ordinance at all times (Chapter 8.05 Regulation of Smoking).

RESOLUTION NO. P-09-26 RESOLUTION OF THE PLANNING COMMISSION APPROVING A VESTING TENTATIVE PARCEL MAP RELOCATING ONE (1) EXISTING PARCEL LINE AND DOCUMENTING DISPOSITION OF EXISTING AND CREATED EASEMENTS TO FACILITATE THE PROPOSED GILEAD CAMPUS EXPANSION PROJECT LOCATED AT CHESS DRIVE/HATCH DRIVE AREA (APNs: 094-010-500, 094-010-510, 094-010-100) - GILEAD SCIENCES, INC. - RS2025-0002 CITY OF FOSTER CITY PLANNING COMMISSION WHEREAS, on February 14, 2025, Gilead Sciences, Inc. (“Applicant”) submitted a Preliminary Review (PR2025-0003) application for the currently proposed Gilead Campus Expansion project (“Project”) on the subject 11.87-acre property; and WHEREAS, subsequently, the Applicant submitted applications for: (i) an Environmental Assessment (EA2025-0001) to evaluate the potential environmental impacts of a proposed project; (ii) a General Development Plan (GDP) Amendment (RZ2025-0005) to amend the Chess Hatch GDP to remove office as a primary use and allow up to 800,000 SF or biotechnology and Research and Development (R&D) use; (iii) a Use Permit (UP2025-0012) to allow the construction of phase 1, including an approximately 175,000 SF R&D building with ancillary uses, and (iv) a Vesting Tentative Parcel Map Application relocating one (1) existing parcel line and documenting disposition of existing and created easements to facilitate the proposed project located at Chess Drive/Hatch Drive area; and WHEREAS, the Applicant requested to remove office use from the allowable uses, without changing the total developable square footage (i.e., 800,000 SF) and will require the approval of an amendment to the Foster City Zoning Map to modify the previously approved GDP in the C-M/PD District with an amended GDP removing office as a primary use and updating associated exhibits to facilitate the Project; and WHEREAS, Gilead Sciences, Inc. (“applicant”) submitted a Vesting Tentative Parcel Map Application relocating one (1) existing parcel line and documenting disposition of existing and created easements to facilitate the proposed project located at Chess Drive/Hatch Drive area; and WHEREAS, a Notice of Public Hearing was duly published on May 1, 2026, in San Mateo Daily Journal and May 6, 2026, in Foster City Islander for consideration of the Second Addendum and Project applications at the Planning Commission meeting of May 21, 2026; and on said date the Public Hearing was opened, held and closed. WHEREAS, the Planning Commission reviewed the Second Addendum, all of the CEQA documents, staff reports, supplemental memorandums, and background reports on May 21, 2026, and all relevant evidence in the record and recommends to the City Council approval of the Second Addendum and Mitigation Monitoring and Reporting Program (MMRP) to the Chess Hatch Master Plan EIR and addendum thereto, for the proposed project, by the adoption of Resolution P-06-26. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Foster City finds that the above recitals are true and correct and material to this Resolution, and in making its findings, the Planning Commission relied upon and hereby incorporates by reference all correspondence, staff reports, and other related materials from the May 21, 2026, public hearing and ratifies the approval and adopts this resolution providing the findings for the determination.

Resolution No. P-09-26
RS2025-0002
-2-
BE IT FURTHER RESOLVED, the Planning Commission finds as follows:

A. The proposed subdivision together with the provisions for its design and improvement, would be consistent with the Foster City General Plan, Title 16 (Subdivisions), Title 17 (Zoning), and Chapter 2.28 (Planning) of Title 2 (Administration and Personnel) of the Foster City Municipal Code because: 1) the subdivision is to relocate one (1) existing parcel (Parcel 2) line, thereby increasing the area of Parcel 2 from 4.988 acres to 5.329 acres and adjusting Parcel 3 from 2.900 to 2.559 acres; and documenting disposition of existing and created easements (private ingress/egress and parking easement and public utility easement) to facilitate the proposed project, 2) the map is consistent with the Subdivision Map Act and consistent with Foster City Municipal Code Chapter 16.32, 3) the subdivision does not detrimentally affect the availability of off-street parking, 4) the subdivision will be consistent with the General Plan Land Use Category, and 5) the subdivision will be consistent with the proposed General Development Plan.

BE IT FURTHER RESOLVED that the Planning Commission of the City of Foster City hereby approves the vesting tentative parcel map relocating one (1) existing parcel line and documenting disposition of existing and created easements to facilitate the Project (APNs: 094- 010-500, 094-010-510, 094-010-100) as shown on Exhibit A of this Resolution, attached hereto and incorporated herein, subject to the conditions of approval attached hereto and hereinafter incorporated by reference as Exhibit B.

PASSED AND ADOPTED by the Planning Commission of the City of Foster City at a Regular Meeting thereof held on May 21, 2026, by the following vote:

AYES, COMMISSIONERS: Jagtiani, Kenkre, Stoveland, and Chair Pedro NOES, COMMISSIONERS:

ABSTAIN, COMMISSIONERS:

ABSENT, COMMISSIONERS: Haddad
________________________________

ROBERT PEDRO, CHAIRMAN
ATTEST:
______________________________

SOFIA MANGALAM, SECRETARY
'Robert ?edro
Robert Pedro (May 28, 2026 12:54:54 PDT)
Resolution No. P-09-26RS2025-0002
-3-

EXHIBIT A VESTING TENTATIVE PARCEL MAP PLAN
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SHEET INDEX
SHEET
NUMBER
TM- 100
TM-200
TM-300
TM-400
TM-500
TM-600

SHEET TITLE

TITLE SHEET

EXISTING CONDITIONS

EXISTING BOUNDARY AND EASEMENT DISPOSITION PLAN

BOUNDARY PLAN

PRELIMINARY GRADI NG AN D DRAINAGE PLAN

PRELIMINARY UTILITY PLAN

ABBREVIATIONS
SYMBOL
AC
BLDG
BW
C&G
CB
CL
CLDR
CLF
COL
COMM
CONC
CTV
DI
DW
EB
EMH
EP
FDC
FF
FH
FL
GB
GM
GND
GV
INV
JP
JB
LG
MH
PB
PIV
PLNT
PKM
SD

DESCRIPTION

ASPHALT CONCRE TE

BUILDING

BACK OF WALK

CURB AND GU TTER

CATCH BASIN

CENTERLINE

CENTERLINE OF DOOR

CHAIN LINK FENCE
COLUMN

COMMUNICATION

CONCRE TE

CABLE TELEVISION

DROP INLET

DRIVEWAY

ELECTRICAL BOX

ELECTRICAL MANHOLE

EDGE OF PAVEMENT

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR

FIRE HYDRANT

FLOWLINE

GRADE BREAK

GAS METER
GROUND

GAS VALVE
INVERT

JOINT POLE

JUNCTION BOX

LI P OF GUTTER

MANHOLE

PULL BOX

POST-I NDICATOR VALVE

PLANTER

PARKING METER

STORM DRAIN
SYMBOL
S01 /0
SOMH
soco
SLB
ssco
SSMH
SW
TC
TB
TEL
TMH
TSB
UB
UV
WM
WV

DESCRIPTION

STORM DRAIN INLET /OU TLET

STORM DRAIN MANHOLE

STORM DRAIN CLEANOUT

STREET LIGHTING BOX

SANITARY SEWER CLEAN OUT

SANITARY SEWER MANHOLE

SIDEWALK

TOP OF CURB

TELEPHON E BOX

TELEPHON E

TELEPHON E MANHOLE

TRAFFIC SIGNAL BOX

UTI LI TY BOX

UTI LI TY VAULT

WATER MAIN

WATER VALVE
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NOTES SURVEYOR'S STATEMENT:
1155, 1165, 1185 CHESS DRIVE

VESTING TENTATIVE PARCEL MAP

PHASED FINAL MAPS
1155, 1165, 1185 CHESS DRIVE , FOSTER CITY, CALIFORNIA
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1170 CHESS DRIVE
APN 094-0 11-200
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LOCATION MAP
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BENCHMARK
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APN 094 -010-300
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1155 CHE~S DRIVE
APN'094 j010 -100
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1. THE SUBDIVIDER SHALL CAUSE TO BE RECORDED, ON THE FINAL MAP, OR

BY SEPARATE INSTRUMENT, PRIOR TO DISPOSITION OF ANY PARCEL WITHIN

THE SUBDIVISION, PRIVATE DRAINAGE, SEWER, STORM DRAIN EASEMENTS AND

RECIPROCAL EASEMENTS FOR ACCESS AND PARKING THROUGH AND ACROSS PARCEL ONE, TWO, AND THREE.

TH I S TENTAT I VE PARCEL MAP HAS BEEN PREPARED UNDER MY SUPERV I S I ON IN ACCORDANCE WITH STANDARD SURVEYING PRACTICE. THE CITY OF FOSTER CITY BENCHMARK #104 (BM104) BEING A BRASS CAP SET IN THE CONCRETE PILING OF PG&E TOWER S-13 LOCATED ON THE SOUTHEASTERLY SIDE OF AN EXISTING LAGOON, APPROXIMATELY 170FT. WESTERLY OF VINTAGE PARK DRIVE.

2. THE DEVELOPER INTENDS TO FILE A FINAL PARCEL MAP IN ACCORDANCE

WITH THE TENTATIVE MAP CONDITIONS OF APPROVAL

3. THE VESTING TENTATIVE MAP IS FOR PHASE ONE DEVELOPMENT ON LY.

PHASE TWO DEVELOPMENT IS SUBJECT TO FUTURE ENTITLEMENT PROCESS AND PROPOSES TO INCLUDE UP- TO AN ADDITI ONAL 625,000 GSF ACROSS TWO RESEARCH AND DEVELOPMENT BUILDINGS WITH A 250,000 GSF PARKING

STRUCTURE

4. TITLE REPORT: "1155, 1165 & 1185 - 1191 CHESS DRIVE, FOSTER CITY, COUNTY OF SAN MATEO, CA" PREPARED BY FIRST AMERICAN TI TLE

INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, DATED NOVEMBER 20, 2025.

5. PLANTING PLANS ARE PROVIDED IN THE USE PERMIT APPLI CATION ORIGINALLY SUBMITTED ON OCTOBER 10, 2025.

6. GEOTECHNICAL REPORT: "GEOTECHNICAL INVESTI GATION GILEAD NEW MANUFACTURING AND LAB BUILDING 11 55 TO 11 91 CHESS DRIVE, FOSTER CITY, CALIFORNIA" PREPARED BY CORNERSTONE EARTH GROUP, DATED MAY 06, 2024.

7. ARBORIST REPORT: "ARBORIST REPORT NEW CHESS FACILI TY (NCF) 81165 CHESS DR. ANO FOSTER CITY BLVD. FOSTER CITY, CA" PREPARED BY HORTSCIENCE/BART LETT CONSULTING DATED JANUARY, 2025.

8. EVAE LOCATION AND ALIGNMENT IS CONTINGENT ON APPROVAL OF THE FIRE ACCESS PLAN PROVIDED IN THE USE PERMIT APPLICA TION.

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 3, EPOCH 2017.50, IN ACCORDANCE WITH CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801 - 8819; SAID COORDINATES

ARE BASED LOCALLY UPON FIELD- OBSERVED TIES RELATIVE TO CALIFORNIA SPATIAL REFERENCE NETWORK STATION P178. DISTANCES ARE GRID BASED. DIVIDE BY A COMBINED SCALE FACTOR OF 0.99993435 TO OBTAIN GROUND DISTANCES.

VALUES SHOWN BELOW IN THE TABLE ARE IN ITRF 2014.

STATION LATITUDE LONGITUDE HEIGHT (m)
P178 37'32' 4.271768" -122' 19'56.523666" 129.0464
SIGMA (mm) 2.108 2.248 7.905

ENGINEER'S STATEMENT

THE CIVIL IMPROVEMENT PLAN SHEETS HAVE BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE.

I HEREBY STATE THAT TO THE BEST OF MY KNOWLEDGE ALL PROVISIONS OF APPLICABLE STATE LAWS ANO LOCAL ORDINANCES HAVE BEEN FULLY SATISFIED.

ERIC A, GIROD

PRINCIPAL

BKF ENGINEERS
C.E,59903
COP"IRIGHT <f' 2026 B<FENGIN£ERS
04 / 28 / 2026
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DATE
FOR SKF ENG I NEERS.

DAV I S R. THRESH

PR I NC I PAL
PL S 6868
DATED: 04/28/2026
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ELEVATION = 106.2 7' (NAVD88 + 100 ')
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PROJECT SUMMARY

1. OWNER /DEVE LOPER:

2. CIVIL ENGINEER:

3. PURPOSE:

GILEAD SCIENCES, INC.
333 LAKESIDE OR
FOSTER CITY, CA 94404
(650) 574 - 3000

BKF ENGINEERS
7901 STONERIDGE DR, SUITE 360
PLEASANTON, CA 94588
TEL (92 5) 369 - 7700
RELOCATE 1 EXISTING PARCEL LINE AND DOCUMENT DISPOSITION OF EXISTING

ANO CREATED EASEMENT S TO FACILI TATE NEW CHESS/HA TCH DRIVE RESEARCH DEVELOPMENT.

4. PROJECT ADDRESS: 1155, 1165, 11 85 CHESS DR

5. ASSESSOR'S PARCEL NO.: 0940 10500, 0940 10510, 0940 10100

6. NUMBER OF EXISTING PARCELS: 3

7. NUMBER OF PROPOSED PARCELS: 3
8 . EXISTING LAND USE: CHESS/ HATCH OFFICE RESEARCH

9. PROPOSED LAND USE: CHESS/HATC H OFFICE RESEARCH

10. EXISTING ZONING: C- M/PO

11. PROPOSED ZONING: C- M/PD

12. GROSS ACREAGE: 11.9 ACRES

13. ESTIMATED AREA OF LANO DISTURBANCE: 8.3 ACRES

14. EXISTING NUMBER OF BUILDINGS: 12

15. NUMBER OF BUILDINGS REMOVED: 8

16. PROPOSED NUMBER OF BUILDINGS:

17. PROPOSED NUMBER OF PARKING GARAGES: 0

18. FEMA:

19. UTILITIES:

WA TER SUPPLY:

FIRE PROTECTI ON:

SEWAGE DISPOSAL:

STORM DRAIN:

GAS & ELECTRIC:

TELEPHONE:

PROJECT
SITE
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(PER FEMA MAP 06081C0 159G EFFECT 4/5/2 019)
ES T ER □ MUNICIPAL IMPROVEMENT DISTRICT

SAN MATEO CONSOLIDATED FIRE DEPARTMENT
ES T ER □ MUNICIPAL IMPROVEMENT DISTRICT
ES T ER □ MUNICIPAL IMPROVEMENT DISTRICT

PACIFIC GAS & ELECTRIC (PGE)

GRANITE NET
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LOT 13
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FIRE WATER LINE (FW)

ELECTRICAL LI NE

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COMMUNICATION LINE
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PARCEL C
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TOPOGRAPHIC NOTES:

1. THE LOCATIONS OF EXISTING UNDERGROUND FACILITIES

SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE

BASED ON OBSERVED TOPOGRAPHIC SURF ACE FEATURES
AND AVAILABLE INFORMATION. THE PROFESSIONAL

PREPARING THIS MAP ASSUMES NO RESPONSIBILI TY FOR

THE ACCURACY OF THESE FACILI TI ES OR FOR THE
INADVERTENT OMISSION OF RELATED INFORMATION.

2. SEE SHEET TM -300 FOR BOUNDARY AND EASEMENT
INFORMATION.

3. NUMBER OF EXISTING PARKING: 445
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GRAN TED TO RECORD INFORMATION DISPOSITION/ACTION
CITY OF FOSTER CITY 6772 OR 583 TO BE QUITCLAIMED
CITY OF FOSTER CITY 22PM8/59RSM35 TO BE QUITCLAIMED
CITY OF FOSTER CITY 23PM8/59RSM35 TO REMAIN
CITY OF FOSTER CITY 2022 !»5078 TO REMAIN
MOONEY ACCESS 7127 OR 125 TO REMAIN
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PARCELIZATION NOTES:

THE SUBDIVIDER SHALL CAUSE TO BE RECORDED ON THE FINAL

MAP, OR BY SEPARATE INSTRUMENT, PRIOR TO DISPOSITION OF

ANY PARCEL WITHIN THE SUBDIVISION, PRIVATE DRAINAGE,

SEWER, STORM DRAIN EASEMENTS AND RECIPROCAL EASEMENTS

FOR ACCESS AND PARKING THROUGH AND ACROSS PARCEL
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MOONEY PROPERTY ON WEST SIDE OF FOSTER CITY
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THE EXTENTS OF WIDENING TO BE DETERMINED BY THE CITY
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Resolution No. P-09-26RS2025-0002
-4-
EXHIBIT B VESTING TENTATIVE PARCEL MAP CONDITIONS OF APPROVAL 1. Term. Pursuant to Section 16.32.050, as amended, a Vesting Tentative Map shall be valid for period of twelve (12) months. Such approval or conditional approval may be extended for a period not to exceed two additional years by the planning commission upon written request, providing such request is made prior to the expiration of the one-year approval or conditional approval period, per Section 16.32.050, as amended. 2. Phasing and Subsequent Map(s). The project includes two (2) development phases: Phase 1: Construction of up to a maximum 200,000-square-foot , two-story research and development lab building with ancillary office uses and surface parking. Phase 2: Construction of up to 600,000 square feet of R&D uses and a multi-story parking structure, for a maximum 800,000 SF across the campus; remaining square footage from Phase 1 may be utilized for Phase 2. The Vesting Tentative Map depicts Phase 1 improvements only; Phase 2 is subject to future entitlement process and mapping action, if needed. 3. Substantial Conformance. The Final Subdivision Map shall be in substantial compliance with the approved Vesting Tentative Parcel Map. Any material deviation shall require prior written approval of the Community Development Director and, where required, an amendment to the map consistent with FCMC Title 16 and the Subdivision Map Act. 3. Vested Rights Notice. The approval of this Vesting Tentative Map confers a vested right to proceed with development (phase 1) in substantial compliance with the ordinances, policies, and standards in effect at the time of approval, pursuant to FCMC § 16.22.100 and Government Code § 66498.1 et seq. Such rights shall not exempt the project from conditions imposed to protect public health or safety, or to comply with state or federal law. 4. Compliance with All Codes. Development of the subdivision shall comply with all applicable provisions of the Foster City Municipal Code, the Estero Municipal Improvement District (EMID) Code, the California Building Code (as locally amended), applicable fire codes, and all conditions of any concurrent Use Permit, Planned Development approval, or Environmental Assessment. 5. Final Map Preparation. Within the term set out in COA 1, the subdivider shall cause the subdivision to be surveyed and a Final Map prepared in conformance with the approved Vesting Tentative Map, per FCMC § 16.32.050 and the Subdivision Map Act. 6. City Engineer Certification. Prior to recording the Final Map, the registered civil engineer or licensed land surveyor who prepared the map shall execute a certificate of compliance with all conditions of approval. The City Engineer shall certify compliance with FCMC Title 16 and the Subdivision Map Act per FCMC § 16.32.050(C). 7. Recordation of Easements. All easements (public utility, drainage, access, open space, etc.) required by conditions herein or identified on the Tentative Map shall be shown on the Final Map with recorded reference numbers, bearings, distances, and widths, per FCMC § 16.28.030(K) to the extent they are required to facilitate the final permitted project improvements.

Resolution No. P-09-26RS2025-0002
-5-

8. Construction Standards. All improvements shall be constructed per City & EMID specifications and the current edition of the Caltrans Standard Specifications, except where City standards are more restrictive, per FCMC § 16.40.060. 9. Subdivision Improvement Agreement. Prior to Final Map approval, the subdivider shall enter into a Subdivision Improvement Agreement (SIA) with the City for any public improvements not yet completed and accepted. The SIA shall be secured by a Performance Bond and a Labor and Materials Bond conforming to Government Code § 66499.1 and 66499.2, or other security authorized by Government Code § 66499, per FCMC § 16.40.070. 10. Underground Utilities. All new utility lines serving the subdivision (electric, telephone, cable) shall be placed underground. No overhead lines shall be installed on the interior of the subdivision. 11. Water and Sewer Connections. Each parcel shall connect to the EMID public sewer and water system in accordance with EMID Code Chapters 8.12, 8.32, and 8.40. Each premises shall have at least one water connection and meter per EMID Code § 8.12.050. Sewer connections shall comply with EMID Code § 8.32.080. All work shall be inspected and approved by EMID prior to covering or backfill. In addition, applicant must pay for all connection fees prior to issuance of relevant Building Permit.12. Backwater Valves. Where applicable, backwater protection (backwater valves) shall be installed per EMID Code § 8.32.070 and the public works director's requirements. 13. Drainage Improvements. All public drainage improvements including storm drains, catch basins, and outfalls shall be constructed per City standards. Locations, sizes, and grades of proposed storm drains shall be shown on the improvement plans per FCMC § 16.20.010(G). 14. Fire Hydrants. Locations of all proposed fire hydrants shall be approved by the San Mateo Consolidated Fire Department (SMCFD) prior to Final Map recordation per FCMC § 16.20.010. Hydrant spacing, accessibility, and flow rates shall meet SMCFD standards. 15. Offsite Improvements. A Utility Impact Study prepared by Schaaf and Wheeler, dated February 4, 2026, has identified the following improvements to be constructed and implemented: 1. Lift 15 Station improvement: Replace pump impeller 2 to match impeller 1 spec. 2. Forcemain improvement: Replace existing downstream force main from LS 15 to combined force main at the lagoon with new 8-inch PVC force main with ARVs. All required improvements are the responsibility of the applicant and shall be completed prior to temporary occupancy, at the applicant’s sole expense. All improvements shall be designed and constructed by the applicant, under the oversight of the Engineering Division and in accordance with the City’s Standard Plans, Details, and Specifications, to the satisfaction of the City Engineer. Applicant may be required to enter into an agreement before undertaking this work. Certain required improvements associated with the future site development as outlined in the GDP, are anticipated to be constructed as part of a subsequent Phase of development. Prior to implementation of that phase, the supporting analyses and proposed improvements shall be reviewed and updated to confirm they remain valid and to determine whether any additional improvements are needed to serve the proposed development. Per S&W Study dated February 4, 2026, which evaluated infrastructure impacts resulting from an additional 600,000 SF of Resolution No. P-09-26RS2025-0002
-6-
building area per the GDP, the currently identified improvements for the subsequent phase include installation of a new 3rdpump at LS 15. (E/PW) -1-
RESOLUTION NO. P-10-26 RESOLUTION OF THE PLANNING COMMISSION RECOMMENDING THE CITY COUNCIL OF FOSTER CITY APPROVE A PARKING AGREEMENT BETWEEN THE CITY OF FOSTER CITY AND GILEAD SCIENCES, INC. FOR THE PROPOSED GILEAD CAMPUS EXPANSION MASTER PLAN PROJECT - UP TO 800,000 SQUARE FEET OF RESEARCH AND DEVELOPMENT (R&D) AND ANCILLARY USES, LOCATED IN THE CHESS DRIVE/HATCH DRIVE AREA (APNs: 094-010-500, 094-010-510, 094-010-100) – GILEAD SCIENCES, INC. CITY OF FOSTER CITY PLANNING COMMISSION WHEREAS, on February 14, 2025, Gilead Sciences, Inc. (“Applicant”) submitted a Preliminary Review (PR2025-0003) application for the currently proposed Gilead Campus Expansion project (“Project”) on the subject 11.87-acre property; and WHEREAS, subsequently, the Applicant submitted applications for: (i) an Environmental Assessment (EA2025-0001) to evaluate the potential environmental impacts of a proposed project; (ii) a General Development Plan (GDP) Amendment (RZ2025-0005) to amend the Chess Hatch GDP to remove office as a primary use and allow up to 800,000 SF or biotechnology and Research and Development (R&D) use; (iii) a Use Permit (UP2025-0012) to allow the construction of phase 1, including an approximately 175,000 SF R&D building with ancillary uses, and (iv) a Vesting Tentative Parcel Map Application relocating one (1) existing parcel line and documenting disposition of existing and created easements to facilitate the proposed project located at Chess Drive/Hatch Drive area; and WHEREAS, pursuant to sub-section 17,62.060.D Optional Provisions, of Section 17.62.060 Off-Street Parking Requirements, of Chapter 17.62 Off-Street Parking, of Title 17 Zoning of the Foster City Municipal Code, Gilead Sciences, Inc. has requested city approval of a written parking agreement ("Agreement") to allow: 1. Gilead Campus Expansion Project’s 15% reduction in the number of required off-street parking stalls based upon a Transportation Systems Management (TSM)/Transportation Demand Management (TDM) Plan per Section 17.62.060.D.3); and 2. Reduced parking ratio of 1 space / 1,000 square feet for research and development use and laboratory buildings per Section 17.62.060.B.5.F based on a parking study prepared by a transportation professional. WHEREAS, on May 21, 2026, the Planning Commission adopted Resolution P-07-26, recommending City Council adoption of the General Development Plan including the requested optional parking provisions; and WHEREAS, the Planning Commission reviewed the Second Addendum, all of the CEQA documents, staff reports, supplemental memorandums, and background reports on May 21, 2026, and all relevant evidence in the record and recommend City Council approval of the Second Addendum and Mitigation Monitoring and Reporting Program (MMRP) to the Chess Hatch Master Plan EIR and addendum thereto, for the proposed project, by adoption of Resolution P-07-26; and WHEREAS, a Notice of Public Hearing was duly published on May 1, 2026, in San Mateo Daily Journal and May 6, 2026, in Foster City Islander for consideration of the Environmental -2-
Assessment, General Development Plan/Rezoning, and Use Permit at the Planning Commission meeting of May 21, 2026; and on said date the Public Hearing was opened, held and closed. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission, based on the facts and analysis in the Staff Report, written and oral testimony, and other evidence on the record of proceedings, recommends that the City Council approve and authorize the Mayor to execute a parking agreement based on the findings that follows:1. The project complies with 17.62.060.D.3 by providing a parking analysis, parking memo, and a TSM/TDM to make findings for additional 15% parking reduction; and 2. The parking analysis includes clear rationale describing how and when the proposed parking will work, and a parking demand study that demonstrates that that parking demand for the proposed use is less than the minimum off-street parking otherwise required in Section 17.62.60 based on a similar lab use in another close by campus within the Gilead Main Campus site, and a TDM program is provided for the lifetime of the project to maintain the adequacy of the reduced parking request; and,3. The TSM/TDM includes strategies such as on-site secure bicycle storage, shower, lockers and changing rooms; commuter shuttle drop off/pick-up at 1149 Chess Drive (300 feet from project site); the guaranteed ride home program; commuter subsidy program, and others as listed in the TDM Plan.4.NOW, THEREFORE, BE IT RESOLVED that the Planning Commission, does hereby recommend City Council to approve the parking agreement with Gilead Sciences, Inc. as shown in Exhibit A PASSED AND ADOPTED by the Planning Commission of the City of Foster City at a Regular Meeting thereof held on May 21, 2026, by the following vote:AYES, COMMISSIONERS: Jagtiani, Kenkre, Stoveland, and Chair PedroNOES, COMMISSIONERS:ABSTAIN, COMMISSIONERS:ABSENT, COMMISSIONERS: Haddad________________________________ ROBERT PEDRO, CHAIRMANATTEST:______________________________SOFIA MANGALAM, SECRETARY

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PARKING AGREEMENT This PARKING AGREEMENT ("Agreement") is entered into as of this __ day of ____, 2026, by and between GILEAD SCIENCES, INC., a Delaware corporation ("Gilead") and CITY OF FOSTER CITY, a California municipal corporation ("City"). RECITALS A. Gilead owns that certain real property located at 1155, 1157, 1159, 1161, 1163, 1165, 1167, 1169, 1175, 1181, 1185, Chess Drive in Foster City, California, more particularly described in Exhibit A attached hereto. B. Concurrently with approval of this Agreement, the City introduced Ordinance No. ___ to amend the General Development Plan (“GDP”) real properties noted above for the Gilead Campus Expansion Project for the ("Project"). C. In accordance with the Foster City Off-Street Parking Ordinance, Chapter 17.62 of the Foster City Municipal Code, the Master Plan proposes to satisfy the City's requirements for off-street parking through the following: (1) a reduced parking ratio for laboratory buildings within a biopharmaceutical campus (Section 17.62.060 B.5.f); (2) shared parking facilities (Section 17.62.060 D.1); and (3) a transportation systems management ("transportation demand management" or "TDM") plan that reduces the number of required off-street parking stalls (Section 17.62.060 D.3). As such, the Foster City Off-Street Parking Ordinance requires a written agreement between the City and Gilead regarding Gilead's satisfaction of the City's off-street parking requirements. D. The Project Conditions of Approval, approved concurrently herewith, require a written agreement between the City and Gilead for off-street parking pursuant to the provisions of Chapter 17.62 of the Foster City Municipal Code. NOW THEREFORE, in consideration of the mutual covenants contained herein, the City and Gilead enter into the following Agreement in satisfaction of the provisions of Chapter 17.62 of the Foster City Municipal Code and the Project Conditions of Approval requiring such agreement. AGREEMENT 1. USE AND DISTRIBUTION OF PARKING SPACES 1.1. Project Parking Spaces. The Project Parking Spaces as stated in the General Development Plan (Ordinance ___)require off-street parking facilities and is deemed to be "on-site parking facilities" within the meaning of the Foster City Off-Street Parking Ordinance, Chapter 17.62 of the Foster City Municipal Code. 1.2. Shared Use. Any parking stall within the Project Parking Spaces may be used to serve any of the approved uses within the Gilead Campus Expansion Project. There shall be no substantial change in use that would result in a greater demand for parking without the prior approval of the City. 1.3. Parking Distribution. Gilead shall distribute the Project Parking Spaces in accordance with the approved General Development Plan (Ordinance___) for the Project. If any substantial changes are proposed to the Project Parking Spaces, Gilead shall submit an parking analysis and plan to the City for review and approval. -4-

1.4. Adequacy of Parking. The City may require parking facilities in addition to the approved Project Parking Spaces upon a finding by the City Council that adequate parking to serve the Project uses has not been provided or has not been maintained in accordance with the GDP. 1.5. Transportation Demand Management (“TDM”) Plan. A fifteen percent (15%) reduction in required parking will be permitted in accordance with the implementation of the TDM Plan on file (Ordinance ___), and in accordance with this Parking Agreement with the City, and shall be maintained for the life of the project. The Applicant shall provide annual compliance reports to the CDD Director. 2. REDUCED PARKING RATIO FOR RESEARCH AND DEVELOPMENT USE AND LABORATORY BUILDINGS 2.1. Ratio. The parking ratio for the Project shall be 1.2 spaces per 1,000 square feet in a research and development or laboratory building. 2.2. Detachment; Transfer of Title. The reduced parking ratio provided in Section 2.1 above shall apply to research and development or laboratory buildings in the Project only. If a laboratory building is removed or changed from the Project, or if title to a laboratory building is transferred to an entity other than Gilead and its affiliates, successors, and assigns, then at the discretion of the City such laboratory building may be subject to the parking requirements in effect at the time of such removal or transfer of title for similar buildings in the City that are not located within the Project. 3. TRANSPORTATION SYSTEMS MANAGEMENT PLAN 3.1. Transportation Coordinator. Gilead shall establish a transportation coordinator, whose purpose is to ensure that the transportation systems management plan is successful. Gilead shall promptly provide the City with the name and contact information for the transportation coordinator, once designated, and shall promptly notify the City of any changes to that information. 3.2. Change in Transportation Systems Management Techniques. Gilead's TDM plan dated ____ and attached as Exhibit ___ to Ordinance No. ____ approving the Project shall not be substantially diminished, suspended, eliminated, or in any way operated at a lower level of effort without prior City approval. 3.3. Annual Report. Applicant shall provide an annual report to the City, consistent with the annual reporting timeframe of the Parking Agreement of the Integrated Campus Parking per City Council Resolution No. 2013-82, reviewing the prior year's efforts to encourage employees to use transportation systems management techniques, and an accounting of the number of employees who actually and regularly utilize the techniques when traveling to and from the Project. The annual report will also update that section of the TDM plan outlining efforts to increase employee participation in the transportation systems management program during the coming year. 4. MISCELLANEOUS 4.1. Notice. All notices and other communications under this Agreement shall be in writing and shall be personally delivered or sent by overnight service or by registered mail, return receipt requested, postage prepaid. Notice shall be deemed given as of the date of delivery in person or as of the date of deposit in any post office or post office box regularly maintained by the United States Postal Service, unless otherwise stated herein. Notices shall be delivered, as appropriate, to:
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If to City: City of Foster City610 Foster City Boulevard Foster City, CA 94404Attn: Community Development Director with a copy to: City Attorney[ADDRESS NEEDED] ATTN: ___ If to Gilead: Gilead Sciences, Inc. 333 Lakeside Drive Foster City, CA 94404 Attn: General Counsel, Real Estate Any party may change such address by notice in writing to the other party and thereafter notices shall be addressed and transmitted to the new address. 4.2. Default; Termination. An event of default shall occur hereunder upon the failure of Gilead to fulfill or perform any obligation required to be fulfilled or performed by Gilead hereunder, unless cured within thirty (30) days after the City provides notice of the breach, or if such breach cannot reasonably be cured within thirty (30) days, if Gilead commences a cure within thirty (30) days and diligently prosecutes such cure to completion. Upon the occurrence of a default, or with other due cause, the City may, following a noticed public hearing, unilaterally modify, amend, or terminate this Agreement. Upon any such termination by the City, Gilead shall be required to commence construction of an adequate amount of off-street parking that meets the requirements of the existing parking ordinance at the time Ordinance No. ____ was approved in accordance with all other applicable laws and regulations. 4.3. Amendment. Any amendment to this Agreement which does not substantially affect its terms shall be deemed an administrative amendment and shall not, except to the extent otherwise required by law, require notice or public hearing and such amendment may be approved by the City's Community Development Director in a form acceptable to the City Attorney. Any amendment to this Agreement that would substantially affect its terms shall require City Council approval. 4.4. Successors. This Agreement shall bind, and the benefits inure to, the Parties hereto and their respective successors in interest and assigns. 4.5. No Public Gift. Nothing contained herein shall be deemed to be a gift or dedication to the general public or for any public purposes whatsoever. 4.6. No Partnership. Nothing contained in this Agreement and no action by the Parties pursuant to this Agreement will be deemed to create a partnership or a joint venture. 4.7. Governing Law; Venue. This Agreement shall be construed and enforced in accordance with the laws of the State of California. Any action arising from or brought in connection with this Agreement shall be venued in a court of competent jurisdiction in the County of San Mateo, State of California. 4.8. Mediation. The Parties agree to make a good faith attempt to resolve any dispute arising out of this Agreement through mediation prior to commencing litigation. The Parties shall mutually agree upon the mediator and shall divide the costs of mediation equally. 4.9. Severability. If any provision of this Agreement is, to any extent, declared by a court to be invalid or unenforceable, the remainder of this Agreement will not be affected thereby. -6-

4.10. Effective Date; Recordation. This Agreement shall be recorded no earlier than 30 days following the second reading of Ordinance No. ____ and shall become effective on the date Ordinance No. ___ becomes effective. In the event Ordinance No. ___ is not adopted, this Agreement shall be void and without legal force or binding effect. [SIGNATURES APPEAR ON FOLLOWING PAGE] -7-
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on the date first above written by their respective officers duly authorized in that behalf. CITY OF FOSTER CITY Dated: ________________ ________________________________ ______________________, City Manager Dated: _________________ ________________________________ ______________________, Mayor ATTEST: Dated: __________________ __ ______________________________ Priscilla Schaus, City Clerk APPROVED AS TO FORM Dated: _________________ ________________________________ Benjamin Stock, City Attorney CONSULTANT Dated: _________________ ________________________________ Type Name & Title of CONSULTANT Authorized to Sign -8-
EXHIBIT A Description of the Expansion Project Boundary APNs: 094-010-500, 094-010-510, 094-010-100 Real property in the City of Foster City, County of San Mateo, State of California, described as follows: PARCEL 1: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED "TRACT NO. 820 FOSTER CITY INDUSTRIAL PARK NO. 1 IN UNINCORPORATED TERRITORY SAN MATEO COUNTY, CALIFORNIA", FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA, ON JANUARY 15, 1964 IN BOOK 59 OF MAPS AT PAGE(S) 35, 36 AND 37.APN: 094-010-100 PARCEL 2: ALL OF PARCEL A, AS SAID PARCEL IS DELINEATED AND SO DESIGNATED UPON THAT CERTAIN MAP ENTITLED, "PARCEL MAP 11-73, IN THE INCORPORATED TERRITORY OF THE CITY OF FOSTER CITY, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, BEING A RESUBDIVISION OF LOTS 8, 9, 10, 11 & 12 AS SHOWN ON TRACT MAP NO. 820, FOSTER CITY INDUSTRIAL PARK NO. 1, RECORDED IN VOLUME 59 OF MAPS PAGES 35, SAN MATEO COUNTY RECORDS AND ALSO BEING A RESUBDIVISION OF A PORTION OF PARCEL "A", TRACT NO. 801, FOSTER CITY NEIGHBORHOOD NO. 1. UNIT NO. 1, RECORDED IN VOLUME 57 OF MAPS AT PAGES 32 TO 41, SAN MATEO COUNTY RECORDS, FOSTER CITY SAN MATEO CO. CALIFORNIA", FILED FOR RECORD DECEMBER 10, 1973, AND RECORDED IN BOOK 23 OF PARCEL MAPS AT PAGE 8, RECORDS OF SAID SAN MATEO COUNTY. PARCEL 3: ALL OF PARCEL "B", AS SAID PARCEL IS DELINEATED AND SO DESIGNATED UPON THAT CERTAIN MAP ENTITLED, "PARCEL MAP 11-73, IN THE INCORPORATED TERRITORY OF THE CITY OF FOSTER CITY, COUNTY OF SAN MATEO, STATE OF CALIFORNIA, BEING A RESUBDIVISION OF LOTS 8, 9, 10, 11 & 12 AS SHOWN ON TRACT MAP NO. 820, FOSTER CITY INDUSTRIAL PARK NO. 1, RECORDED IN VOLUME 59 OF MAPS PAGE 35, SAN MATEO COUNTY RECORDS AND ALSO BEING A RESUBDIVISION OF A PORTION OF PARCEL 'A' TRACT NO. 801, FOSTER CITY NEIGHBORHOOD NO. 1, UNIT NO. 1, RECORDED IN VOLUME 57 OF MAPS AT PAGES 32 TO 41, SAN MATEO COUNTY RECORDS, FOSTER CITY, SAN MATEO COUNTY, CALIFORNIA", FILED FOR RECORD DECEMBER 10, 1973, AND RECORDED IN BOOK 23 OF PARCEL MAPS AT PAGE 8, RECORDS OF SAID SAN MATEO COUNTY. APN(S): 094-010-500 AND 094-010-510

Foster City City CouncilJune 15, 2026

Foster City City Council
June 15, 2026