CEDC June 2024 Regular Meeting Packet Agenda — Council Economic Development Committee, June 3, 2024

Council Economic Development
Committee

CITY OF HAYWARD
Agenda
Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
Conference Room 2A and
Virtual Platform (Zoom)
Monday, June 3, 2024 5:00 PM
NOTICE: The Council Economic Development Committee will hold a meeting in Conference Room 2A.

PUBLIC PARTICIPATION
How to submit written Public Comment:

Send an email to [email protected] by 2:00 p.m. the day of the meeting. Please identify the Agenda Item Number in the subject line of your email. Emails will be compiled into one file, distributed to the Council Economic Development Committee and staff, and published on the City's Meeting & Agenda Center under Documents Received After Published Agenda. Written comments received after 2:00 p.m. that address an item on the agenda will still be included as part of the record.

How to provide live Public Comment during the meeting;
Participate in person Hayward City Hall, Conference Room 2A, 777 B Street, Hayward, CA 94541.

Please click the link below to join the webinar:
https://hayward.zoom.us/j/82748169783?
pwd=h6NbtDp0iOXHTBVnMphTvquYLyyOIx0ozw.9RX-nqh8xrB3WLaF Webinar ID: 827 4816 9783
Password: CEDC-6/3!
Or join by phone:

US: +1 669 900 6833 or +1 646 931 3860
Webinar ID: 827 4816 9783
Password: 710365602
International numbers available: https://hayward.zoom.us/u/kbXA2uqApR

CALL TO ORDER
AB 2449 TELECONFERENCE NOTIFICATIONS AND CONSIDERATION

ROLL CALL
CITY OF HAYWARD Page 1 Monday, June 3, 2024
Council Economic Development June 3, 2024
Committee
Agenda
PUBLIC COMMENTS:

The Public Comments section provides an opportunity to
address the Council Economic Development
Committee on items not listed on the agenda. The Council Economic Development Committee welcomes comments and
requests that speakers present their remarks in a respectful manner, within established time limits, and focus on issues which directly affect the City or are within the jurisdiction of the City. As the Council Economic Development Committee is prohibited by State law from discussing items not
listed on the agenda, items will be taken under consideration and may be referred to staff.

The Council Economic Development Committee welcomes
comments, including criticism, about the policies, procedures, programs, or services of the City, or of the acts or omissions of the Council Economic Development Committee. Speakers shall not use threatening, profane, or abusive language which disrupts, disturbs, or otherwise impedes the orderly conduct of a meeting. The City is committed to maintaining a workplace free of unlawful harassment and is mindful that City staff regularly attend public meetings.

Discriminatory statements or conduct that is hostile,
intimidating, oppressive, or abusive – are per se disruptive to a meeting and will not be tolerated.

APPROVAL OF MINUTES

1. MIN 24-059 Approval of the April 29, 2024 Special Meeting Minutes Attachments: Attachment I Draft Minutes from the April 29, 2024 Special CEDC Meeting

REPORTS/ACTION ITEMS

2. ACT 24-040 Approval of Fiscal Year 2025 CEDC Regular Meeting Schedule Attachments: Attachment I FY25 Draft CEDC Regular Meeting Schedule Introduction to East Bay Small Business Development Center’s Small Business Finance Assistance Program (Oral Report Only)

3. RPT 24-042
CITY OF HAYWARD Page 2 Monday, June 3, 2024
Council Economic Development June 3, 2024
Committee
Agenda
Preliminary Concept Review of a Major Site Plan Review
Application to Construct a Three-Story Data Center, Generator Yards, Substation, Switching Yard, and Related Accessory Structures on an Approximately 11-Acre Site Located at 26062 Eden Landing Road (Assessor Parcel Nos. 461-0085-052-01 and 461-0085-016-00). Application SPR-23-0036; Miles
Kersten for STACK Infrastructure (Applicant) on behalf of SI SVYL3 LLC (Owner).

4. WS 24-017
Attachments: Attachment I Staff Report
Attachment II Project Plans
Attachment III Conceptual Screening
Attachment IV Public Benefits Package
Attachment V Sustainability Plan
Attachment VI Draft HASPA Board Meeting Minutes - 2.8.24

FUTURE AGENDA ITEMS

5. RPT 24-043 Future Meeting Topics as of June 3, 2024
Attachments: Future Meeting Topics as of June 3, 2024

COMMITTEE MEMBER/STAFF ANNOUNCEMENTS AND REFERRALS

ADJOURNMENT
CITY OF HAYWARD Page 3 Monday, June 3, 2024
CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: MIN 24-059
DATE: June 3, 2024
TO: Council Economic Development Committee
FROM: Chief Economic Development Officer

SUBJECT
Approval of the April 29, 2024 Special Meeting Minutes

RECOMMENDATION
That the Committee members review and approve the attached draft Minutes from April 29, 2024 Special Meeting.

ATTACHMENTS
Attachment I Draft Minutes from the April 29, 2024 CEDC Meeting CITY OF HAYWARD Page 1 of 1 Printed on 5/30/2024
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COUNCIL ECONOMIC DEVELOPMENT COMMITTEE
MEETING MINUTES – April 29, 2024
CALL TO ORDER: Council Member Andrews called the special meeting to order at 5:32 p.m.

ATTENDANCE: (October 2023-July 2024)
Meeting Attendees
Present
4/29/24
All Meetings
Year to Date
Meetings Mandated
By Resolution
Present Absent Present Absent
Mayor Salinas  6 0 6 0
Council Member Andrews  5 1 5 1
Council Member Bonilla  6 0 6 0
OTHERS IN ATTENDANCE:

Kelly McAdoo, City Manager; Paul Nguyen, Chief Economic Development Officer; Daniel Mao, Economic Development Specialist; Amber Green, Economic Development Specialist; Phillip Nichols, Code Enforcement Manager; Sara Buizer, Director of Development Services; Chuck Finnie, Communications & Marketing Officer; Melissa Burkley, Management Analyst I; Byron Tang, Senior Transportation Engineer; Hugh Louch, Deputy Director of Public Works; Javier Castro, Community Programs Specialist; Mary (Online Attendee)

PUBLIC COMMENTS
There were none.

1. APPROVAL OF MINUTES OF REGULAR MEETING March 4, 2024 A motion to approve the minutes from March 4, 2024, Regular Meeting was made by Council Member Bonilla and seconded by Council Member Andrews.

3. Downtown Action Plan Working Group (Oral Update)
The Committee elected to move up agenda item number three before item number two due to Mayor Salinas arriving late.

City Manager Kelly McAdoo provided the presentation to the committee.

Hayward Council Economic Development Committee
Special Meeting Minutes
April 29, 2024

Page 2 of 4 ends

Council Member Bonilla asked who is leading this working group. City Manager McAdoo stated Chief Economic Development Officer Paul Nguyen is facilitating the meetings with support from department directors.

Council Member Bonilla asked if Council Members will see the action plan before the work begins.

Chief Economic Development Officer Nguyen stated that staff will provide a short memo to Council Members.

Council Member Bonilla asked about the status of the old City Hall Building. City Manager McAdoo stated the old City Hall sits on the Hayward fault line, which makes some things difficult. She added the building is a historical building so plans can include keeping the façade of the building and building behind the old City Hall. She stated that the City has other property we should prioritize for redevelopment.

Council Member Bonilla thanked City Manager McAdoo.

Council Member Andrews thanked staff for being part of the working group.

Council Member Andrews stated if the Downtown Hayward Improvement Association (DHIA) can be consistent with their programming, and they are great at supporting downtown events. Development Services Director Sara Buizer, who serves as a Board Member of DHIA, asked for Council Member Andrews to clarify what type of Programming. Director Buizer clarified that DHIA does not do community events and the DHIA has a third-party contract with District Works, who provides the sidewalk cleaning of Downtown. She added that DHIA has only been fiscal sponsors to events.

Council Member Andrews stated if DHIA is planning to provide events in the future, a calendar of events would be useful. Development Services Director Buizer stated when a special events permit comes to the City, staff informs the City Clerk and the Community & Media Relations Team to relay the message citywide.

Council Member Andrews stated the playground across Heritage Plaza was well used. She added that a splash pad or play structure would be options to replace the water fountain in front of City Hall.

Council Member Andrews suggested creating designated spaces for third party delivery drivers to park on B street, and the new food hall on A street.

Council Member Andrews asked how the Downtown Action Plan Working Group correlates with the Lean Innovation Working Group. Economic Development Specialist Daniel Mao stated the Downtown Action Plan Working Group is a product of the Lean Innovation Working Group.

Council Member Andrews reiterated the old City Hall needs to have something done to activate it.

2. Review Draft of Cinema Place Economic Analysis Scope of Work City Manager McAdoo provided the presentation to the committee.

Council Member Andrews asked how many movie screens were operating at Cinema Place. She stated that the analysis should explore the potential for developers to take half the number of screens for Hayward Council Economic Development Committee
Special Meeting Minutes
April 29, 2024

Page 3 of 4 ends

other uses. She added that she wanted the analysis to identify what other uses would be complementary to existing uses in the Downtown.

City Manager McAdoo read aloud the last paragraph of the scope of work and stated it could be more explicit in asking if the current number of screens is the correct amount want would be the ideal number of screens. Council Member Andrews stated that a sports entertainment use would be a great addition.

Council Member Bonilla stated that the scope of work encompasses a broad range of topics.

Mayor Salinas stated there is no space in the City that is loaded with amenities for high level performing arts. City Manager McAdoo stated that large corporate-owned movie theaters were not performing well and that a smaller privately-owned theater might do better. She added that is why starting the analysis is important.

City Manager McAdoo reminded CEDC members that Cinemark still holds a lease for the theater space.

Any event or alternative use in that leasehold area would need to be negotiated with Cinemark.

Mayor Salinas stated he wanted to set standards of the retail that are located on Cinema Place including lighting, aesthetics, and decorations. City Manager McAdoo stated the Council Economic Corporation could require tenants to meet uniformity requirements. However, she cautioned that the tenants would likely ask for funds to comply.

4. FUTURE MEETING TOPICS
Council Member Andrews questioned what is happening with the coffee space at the Downtown Library. Chief Economic Development Officer Nguyen stated that the city plans to put out an RFP for that space and the Stack Center.

Community & Media Relations Officer Chuck Finnie asked what type of information the CEDC would like for a future division update. Chief Economic Development Officer Nguyen stated Council Member Bonilla and Andrews wanted information on city branding city wide particularly in the industrial area.

The CEDC committee stated they would like to see the update on the branding of the City and how it is being utilized by the city organization and community.

COMMITTEE MEMBER/ STAFF ANNOUNCEMENTS AND REFERRALS
Economic Development Specialist Mao announced that a new restaurant called Khao Hom is conducting their soft opening. Located on Foothill Boulevard in the former Siam Palace space, this restaurant features a modern Thai Fusion menu and a fully renovated the space.

Council Member Andrews announced Tea Villa in SoHay is in its soft opening.

Economic Development Specialist Amber Green announced Alma’s Creations new sign was installed at her new location on B street.

Hayward Council Economic Development Committee
Special Meeting Minutes
April 29, 2024

Page 4 of 4 ends

Chief Economic Development Officer Nguyen announced the Innovation Festival at Cal State East Bay was occurring on May 1. The inaugural event is described as the largest tech event in Hayward.

Chief Economic Development Officer Nguyen announced the Economic Development team won two awards from the California Association for Local Economic Development. The first award was for the Together for Hayward Gift Card program, which positively impacted small businesses and incorporated economic equity and inclusion. The second award was for the Learn to Earn Tuition Assistance program. Staff will provide a more robust update on this program to CEDC later this year.

ADJOURNMENT: The meeting was adjourned at 6:23 p.m.

CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: ACT 24-040
DATE: June 3, 2024
TO: Council Economic Development Committee
FROM: Chief Economic Development Officer

SUBJECT
Approval of Fiscal Year 2025 CEDC Regular Meeting Schedule

RECOMMENDATION
That Committee Members review and approve the attached Fiscal Year 2025 Council Economic Development Committee Regular Meeting Schedule.

ATTACHMENTS
Attachment I FY25 Draft CEDC Regular Meeting Schedule
CITY OF HAYWARD Page 1 of 1 Printed on 5/30/2024
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COUNCIL ECONOMIC DEVELOPMENT COMMITTEE
2024-2025 REGULAR MEETING SCHEDULE
Meeting Location: CITY HALL
2ND FLOOR, CONFERENCE ROOM 2A/ZOOM (Hybrid meetings)
777 B STREET

HAYWARD, CALIFORNIA
Meeting Time: 5:00-6:30 P. M.

Meeting Dates: The Council Economic Development Committee meets on the first Monday of each month except where noted otherwise.

August 5, 2024 Canceled
September 2, 2024 Canceled
October 7, 2024
November 4, 2024
December 2, 2024
January 6, 2025 Canceled
February 3, 2025
March 3, 2025
April 7, 2025
May 5, 2025
June 2, 2025
July 7, 2025
CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: RPT 24-042
DATE: June 3, 2024
TO: Council Economic Development Committee
FROM: Chief Economic Development Officer

SUBJECT
Introduction to East Bay Small Business Development Center’s Small Business Finance Assistance Program (Oral Report Only)

RECOMMENDATION
That the Council Economic Development Committee receives the presentation from Dr. Nancy Mangold, Executive Director of the East Bay Small Business Development Center (SBDC). Dr. Mangold will provide an overview of the SBDC and the center’s Small Business Finance Assistance Program.

SUMMARY
The East Bay Small Business Development Center (SBDC), located at Cal State East Bay and funded by the US Small Business Administration (SBA), is part of the greater NorCal SBDC network. This network provides entrepreneurs and small businesses with the tools and support needed to start and grow their businesses. The East Bay SBDC focuses on providing free advisement to clients located in the Alameda and Contra Costa County.

Access to capital is the most common challenge for entrepreneurs. Most entrepreneurs obtain funding through a range of sources including private banks, investment groups and the US SBA. To help businesses secure financing, the East Bay SBDC created a series of free training workshops entitled, “Raising Capital for Small Business”. The Center also offers free advisors to assist businesses secure different types of financing. Combined, this training and one-on-one technical assistance connects entrepreneurs with investors and banks. In April, the East Bay SBDC held a “Capital Summit” in Hayward, which brought together East Bay’s leading lenders and taught valuable insights on securing capital and funding.

At the June CEDC meeting, Dr. Nancy Mangold, Executive Director for the East Bay SBDC will provide an overview of the Center’s suite of services with an emphasis on programming available to help entrepreneurs access capital. These services and financial expertise far outweigh the financial technical assistance, grants, and loan funds that local public agencies can provide. The East Bay SBDC partners with Economic Development staff, who often refer entrepreneurs to the SBDC to obtain support with CITY OF HAYWARD Page 1 of 2 Printed on 5/30/2024
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File #: RPT 24-042
financing and other resources. In 2023, the East Bay SBDC has assisted 1,700 small businesses. The center assisted East Bay small business raise debt or equity financing totaling $137 million in 2022, $35 million in 2023, and $44 million in the first half of 2024.

Dr. Mangold served as a professor at Cal State East Bay for 38 years and Interim Dean for the College of Business and Economics in 2021 and 2022. She was appointed by the World Bank as a Special Consultant to China’s Central Bank (People’s Bank of China) in 2001-2002 and conducted Senior Bankers’ Training for Chinese bank executives for over 10 years. She was appointed an Academic Fellow at the U.S.

Securities and Exchange Commission that oversee all publicly listed companies in the U.S. in 2009-2010.

CITY OF HAYWARD Page 2 of 2 Printed on 5/30/2024
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CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: WS 24-017
DATE: June 3, 2024
TO: Council Economic Development Committee
FROM: Development Services Director

SUBJECT
Preliminary Concept Review of a Major Site Plan Review Application to Construct a Three-Story Data Center, Generator Yards, Substation, Switching Yard, and Related Accessory Structures on an Approximately 11-Acre Site Located at 26062 Eden Landing Road (Assessor Parcel Nos. 461-0085-052-01 and 461-0085-016-00). Application SPR-23-0036; Miles Kersten for STACK Infrastructure (Applicant) on behalf of SI SVYL3 LLC (Owner).

RECOMMENDATION
That the Council Economic Development Committee (CEDC) review and provide general feedback to the applicant and staff on the proposed Major Site Plan Review application along with specific direction on the proposed public benefits package.

SUMMARY
This Work Session provides the CEDC and members of the public an opportunity to review the preliminary plans for a proposed data center campus on an 11-acre site on Eden Landing Road. The proposed development includes the demolition of nine single-story industrial and office buildings totaling approximately 165,000 square feet and the construction of a three-story 310,000 square foot data center building, a secondary single-story 15,000 square foot data center building, a security guard station, two generator yards, an on-site substation and switching yard, and related site improvements.

As the site exceeds 10 acres, Major Site Plan Review is required. In addition, the applicant is requesting consideration of a building height increase to 100 feet for the primary data center building. While the proposed height exceeds the maximum height allowed in the Industrial Park zoning district, the approving authority may allow greater heights through the Major Site Plan Review process when it is found that the increase is necessary to provide a more beneficial site layout or if it will result in public amenities that could not be achieved under current zoning standards.

No formal action is being requested at this time. The project will be brought before the Planning Commission at a work session later this year and then again for a public hearing once the application review process and environmental analysis are complete.

CITY OF HAYWARD Page 1 of 2 Printed on 5/30/2024
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File #: WS 24-017

ATTACHMENTS
Attachment I Staff Report
Attachment II Project Plans
Attachment III Conceptual Screening Options
Attachment IV Public Benefits Package
Attachment V Sustainability Plan
Attachment VI Draft HASPA Board Meeting Minutes - 2/8/24 CITY OF HAYWARD Page 2 of 2 Printed on 5/30/2024
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Page 1 of 5 ends

DATE: June 3, 2024
TO: Council Economic Development Committee
FROM: Development Services Director
SUBJECT: Preliminary Concept Review of a Major Site Plan Review Application to Construct a Three-Story Data Center, Generator Yards, Substation, Switching Yard, and Related Accessory Structures on an Approximately 11-Acre Site Located at 26062 Eden Landing Road (Assessor Parcel Nos. 461-0085-052- 01 and 461-0085-016-00). Application SPR-23-0036; Miles Kersten for STACK Infrastructure (Applicant) on behalf of SI SVYL3 LLC (Owner).

SUMMARY
This Work Session provides the CEDC and members of the public an opportunity to review the preliminary plans for a proposed data center campus on an 11-acre site on Eden Landing Road.

The proposed development includes the demolition of nine single-story industrial and office buildings totaling approximately 165,000 square feet and the construction of a three-story 310,000 square foot data center building, a secondary single-story 15,000 square foot data center building, a security guard station, two generator yards, an on-site substation and switching yard, and related site improvements.

Page 2 of 5 ends

BACKGROUND
Existing Conditions. The proposed project site is located at 26062 Eden Landing Road, immediately south of Highway 92. It is comprised of two parcels on approximately 11 acres.

The site is currently the location of the Eden Landing Business Park, which consists of nine single-story buildings, totaling approximately 165,000 square feet, that house office and light industrial uses.

Surrounding land uses include manufacturing, biotech, contractor services, offices, and other types of industrial uses to the south, east and west. A thin strip mall with food and personal service uses is located directly to the north, between the site and Highway 92.

HASPA Board of Directors Meeting. A brief overview of the proposed development was presented to the Hayward Area Shoreline Planning Agency (HASPA) Board of Trustees at their February 8, 2024 meeting. As shown in the meeting’s draft minutes, included as Attachment VI, the Trustees suggested that the applicant contribute toward the renovation of the Hayward Shoreline Interpretive Center as part of their proposed Public Benefits Package (Attachment IV). In addition, they showed support for the inclusion of public art and improved connections to the nearby shoreline trails.

PROJECT DESCRIPTION
Proposed Project: The project proposes to demolish all nine of the existing buildings on site to construct a new data center campus with a three-story 310,000 square foot data center building, a secondary single-story 15,000 square foot data center building, a security guard station, two generator yards with 28 diesel generators, and an on-site substation and switching yard. In addition, site improvements include new landscaping, stormwater infrastructure, site circulation and parking. The project plans are included as Attachment II.

Screening. Significant screening will be required around the generator yards, substation, and switching yard that face Production Avenue, Eden Landing Road, and Highway 92. At this early phase of the review process, the applicant has provided conceptual designs for potential screening options, which are included in Attachment III. The initial options considered include artistic blue and grey metal slats that are designed to look like waves, suggestive of the Hayward shoreline and hills.

Sustainability Plan. The required Sustainability Plan for the project is included as Attachment V.

The Plan shows that the project will meet the requirements of CALGreen and the California Energy Code standards for energy efficiency. It will also be required to meet the City’s requirements with respect to water-efficient landscaping and the Municipal Regional Stormwater Permit requirements regarding storm water runoff prevention and treatment.

Throughout the project review process, the applicant will be working with the City’s Environmental Services Division to revise and finalize this plan.

Page 3 of 5 ends

POLICY CONTEXT AND CODE COMPLIANCE
Hayward 2040 General Plan: The project site has an Industrial Corridor General Plan land use designation, which allows for a range of primary uses, including professional offices, corporate campuses, research and development, warehousing and logistics, manufacturing, biotechnology and high-technology uses.1 As proposed, the project meets the general intent of the Industrial Corridor land use designation.

Zoning Ordinance: The project site is located in the Industrial Park (IP) zoning district.2 The IP zoning district is intended to provide areas for high technology, research and development, and industrial activities in an industrial park or campus-like atmosphere. Data centers are considered to be office uses per the Zoning Ordinance definitions, 3 and thus are allowed by right
in the IP district.

The proposed project is generally consistent with the requirements of the IP zoning districts, with one notable exception. The applicant is seeking a height of 100 feet for the primary data center building (108 feet up to the rooftop penthouse for mechanical equipment), which exceeds the 75-foot height limit in the IP zoning district. Section 10-1.1604 of the Hayward Municipal Code4 allows for increased building heights within the IP zoning district through Major Site Plan Review approval where the approving authority finds that the increase is necessary to provide a more beneficial site layout or will result in public benefits/amenities that could not be achieved under current zoning standards.

As shown in AttachmentIV, the applicant’s proposed Public Benefits Package includes financial contributions to the City for various City funds, projects, and programs, including the Gateway Marker Project ($300,000), La Vista Park ($300,000), Small Business Grant Program ($200,000), Hayward Area Shoreline Planning Agency ($100,000), HUSD STEAM Showcase ($100,000), and other programs aimed at City sustainability goals and awareness ($100,000).

In addition, the applicant is exploring conceptual designs for artistic screening of the proposed substation and switching yard, which would be visible from Highway 92 (Attachment IV).

STAFF ANALYSIS
To date, the application has completed two rounds of review by City staff and is deemed incomplete due to a number of “punchlist” correction items that need to be addressed. The plans and documents included as attachments to this staff report reflect the second official submission from the applicant, which was received in late February of this year and a revised Public Benefits Package received in May.

1 Hayward 2040 General Plan: https://www.hayward-ca.gov/sites/default/files/documents/General_Plan_FINAL.pdf 2 Hayward Municipal Code Section 10-1.1600, Industrial Districts:
https://library.municode.com/ca/hayward/codes/municipal_code?nodeId=HAYWARD_MUNICIPAL_CODE_CH10PLZOSU_ART1ZOOR_S10-

1.1600INDI
3 Hayward Municipal Code Section 10-1.3500, Definitions:
https://library.municode.com/ca/hayward/codes/municipal_code?nodeId=HAYWARD_MUNICIPAL_CODE_CH10PLZOSU_ART1ZOOR_S10-

1.3500DE
4 HMC Section 10-1.1604, Development Standards:
https://library.municode.com/ca/hayward/codes/municipal_code?nodeId=HAYWARD_MUNICIPAL_CODE_CH10PLZOSU_ART1ZOOR_S10-

1.1600INDI_S10-1.1604DEST

Page 4 of 5 ends

At this early stage in the review process, staff would like feedback from the CEDC on the following items:

1. Public Benefits Package. As noted above, the applicant is seeking a height of 100 feet for the primary data center building, which exceeds the maximum allowable height in the IP zoning district of 75 feet. Per the Zoning Ordinance, the approving authority may allow for increased building heights if it deems that the increase is necessary to provide a more beneficial site layout or will result in public benefits/amenities that could not be achieved under current zoning standards.

Staff has had multiple discussions with the applicant team on the proposed Public Benefits Package, and the latest draft is included as Attachment IV. In our discussions, the applicant team has expressed their concerns about ensuring security at the very constrained project site and as a result their preference for funding off-site programs to benefit the public. Staff is generally supportive of the suggested program contributions, but has urged the applicant to consider if there are additional built improvements, such as improved streetscapes, enhanced public art elements, or other nearby built improvements that could be incorporated into the project.

At this juncture, staff would like the CEDC’s feedback on the current Public Benefits Proposal and whether it is sufficient to warrant the requested height increase, especially given the close proximity and high visibility of the proposed data center building from Highway 92 and the Hayward shoreline. If not, what changes or additional components does the CEDC recommend?

2. Other Comments. Does the CEDC have any other comments on the preliminary plans for this project?

NEXT STEPS
Following this CEDC Work Session, the project will be presented at a Planning Commission Work Session for further feedback on the Public Benefits Package and project design. Once the application review process and the environmental analysis are complete, staff will return to the Planning Commission for a final determination at a public hearing.

Page 5 of 5 ends

Prepared by: Elizabeth Blanton, AICP, Senior Planner
Recommended by: Sara Buizer, Development Services Director Paul Nguyen, Chief Economic Development Officer
Approved by:

Dustin Claussen, Interim City Manager
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

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CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

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THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

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TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:36:37 PM
0 HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
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HKS HKS
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ARCHITECTURAL ELEVATION
A608
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SITE PLAN

EDEN LANDING RD

INVESTMENT BLVD

PRODUCTION AVE
SVY03 STACK HAYWARD DATA CENTER
06/08/2023
64 33%
SVY03A
310,460SF
SVY03B
15,254 SF
SVY03C
1,605SF
SVY03S1
23,210SF
SITE PLAN - WB67 TURNING

EDEN LANDING RD

INVESTMENT BLVD

PRODUCTION AVE
SVY03 STACK HAYWARD DATA CENTER
06/08/2023
SVY03A
310,460SF
SVY03B
15,254 SF
SVY03C
1,605SF
SVY03S1
23,210SF
SVY03 STACK HAYWARD DATA CENTER
06/08/2023

PRECEDENCE - STACK PROJECTS
MATERIALS: METAL PANELS, CONC PANELS
GLAZING: SPANDREL, TINTED
COLORS: SILVER, WHITE, DARK ACCENTS
MATERIALS: METAL PANELS, CONC PANELS
GLAZING: SPANDREL, TINTED
COLORS: SILVER, BEIGE, BROWN ACCENTS
MATERIALS: METAL PANELS
GLAZING: SPANDREL, TINTED
COLORS: GOLD, SILVER
MATERIALS: METAL PANELS
GLAZING: TINTED
COLORS: GROWN, LIGHT GREY, WHITE
MATERIALS: METAL PANELS
GLAZING: TINTED
COLORS: LIGHT GREY, WHITE
MATERIALS: METAL PANELS
GLAZING: SPANDREL, TINTED
COLORS: GREY, BLUE, DARK ACCENTS
SVY03 STACK HAYWARD DATA CENTER
06/08/2023

CONCEPT SKETCHES

ACCENTUATE AND FRAME OFFICE VOLUME

REINTERPRET SCREEN WALL INTO FEATURE WALL

IDENTIFY AND CREATE ENTRY PORTAL

ARTICULATE WALL WITH PATERN AND GLAZING

ARTICULATE DATA HALL WALL WITH METAL PANELS

ACCENTUATE HORIZONTAL LOUVERS

CREATE AND ARTICULATE PATTERN TO CREATE

COHESIVE DESIGN LANGUAGE
SVY03 STACK HAYWARD DATA CENTER
02/02/2024

CONCEPT STUDY - ENTRANCE VIEW
HAYWARD DESIGN GUIDELINES:
2 3
Incorporate architectural features such as awnings, canopies, trellises, and/or other treatments such as vertical architectural features or unique building colors or materials to clearly identify primary building entries.

Place windows on building elevations, such as
clerestory windows, to allow for natural daylighting
to occur within interior work areas and to break up
massing and add articulation to a building.
1 2 3 Provide articulation and detailing on all
elevations of a building and include elements
such as recesses, columns, score lines, reveals,
trellises, windows, lighting,etc.
1 1
3 2

MATERIAL CONSIDERATIONS

PERFORATED
SCREEN

CONCRETE
PANEL

METAL PANEL

COLOR CONSIDERATIONS

LIGHT BLUE LIGHT GREY LIGHT GREY

ARCHITECTURAL

LOUVERS
1 SVY03 STACK HAYWARD DATA CENTER
02/02/2024

MATERIAL CONSIDERATIONS

PERFORATED
SCREEN

CONCRETE
PANEL

METAL PANEL

CONCEPT STUDY - DATA HALL VIEW

COLOR CONSIDERATIONS

LIGHT GREY
HAYWARD DESIGN GUIDELINES:

Desirable massing on street facing building elevations includes variation in wall plane, variation in wall height. In general, building wall planes visible from public street should not continue for more than 50 feet without a change in building wall plane direction of 2 feet for more 5 Articulation and detailing continue on side
elevation through use of windows, awnings,
and other detailing
Provide screening for mechanical and
electrical equipment as an integral part
of roof structure design.
6 LIGHT BLUE DARK GREY LIGHT GREY
1 4 5 6
4 6

ARCHITECTURAL

LOUVERS
ALTA/NSPS LAND TITLE SURVEY PREPARED FOR: Sheet No. 1 26010, 26034, 26046 & 26062 Eden Landing Road; 3401, 3423, 3447 & 3475 Investment Boulevard;, 26203 & 26291 Production Avenue City of Hayward County of Alameda State of California of 1 Surveyor's Seal SITE VICINITY MAP NORTH CIP Real Estate PM: PWC Drafter: KHD REVISION HISTORY CERTIFICATION: Millman Surveying, Inc. Corporate Headquarters 4111 Bradley Circle NW Canton, OH 44718 Phone: 800-520-1010 Fax: 330-342-0834 www.millmanland.com [email protected] Transforming the Industry Surveying Zoning Environmental Real Support - Title Review PC: ERF BASIS OF BEARING: SURVEYOR'S OBSERVATIONS: PARKING: PRELIMINARY FOR REVIEW ONLY CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 15607853-156-TJK-JM - SCHEDULE B, SECTION II: FLOOD ZONE: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 15607853-156-TJK-JM - SCHEDULE A: TOTAL LAND AREA: MISCELLANEOUS NOTES: Prior MSI Project No. 41841 MSI Project No. 49336 ABCD ZONING: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 15607853-156-TJK-JM - SCHEDULE B, SECTION II: XA SYMBOL LEGEND DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:48:19 PM
0 HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

PROJECT COVER SHEET
G000.CS
1 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606

BUILDING A

BUILDING DATASTRUCTURAL TYPESCOPE OF WORKNOTES OF OCCUPANCY FLEX WAREHOUSE AND COMMERCIAL OFFICE COMPUTER DATA CENTER AND RELATED OFFICE AREANEW COLD DARK AND WET SHELL, TO HAVE SUBSEQUENT PHASED INTERIOR BUILD OUTSTORAGE ROOMS ARE TO CONTAIN COMPUTER AND MECHANICAL EQUIPMENT SPARE PARTS AND COMPONENTS, STORAGE ROOMS ARE NOT INTENDED TO STORE ANY HAZARDOUS MATERIALS SUCH AS FLAMMABLE COMBUSTIBLE LIQUIDS OR CORROSIVE / TOXIC MATERIALSTHE PRIMARY PURPOSE OF THIS PROJECT IS TO HOUSE COMPUTER EQUIPMENT AND ITS SUPPORTING INFRASTRUCTURE. THE DATA HALL WILL BE OCCUPIED ONLY DURING PERIODIC MAINTENANCE AND SERVICE WORK

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 10:39:15 AM
0 HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL SYMBOLS, ABBREVIATIONS,

PROJECT DATA & KEY PLAN
A001
1 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 MS
S
A1 NSE1

01.578
TRUE
NORTH

ARCHITECTURAL LEGEND VICINITY MAP PROJECT INFORMATION
FOLLOWING ARE THE PLANS OUTLINING THE SCOPE OF WORK REQUIRED FOR A NEW DATA CENTER BUILDING. WORK INCLUDES CONSTRUCTION OF NEW EXTERIOR AND INTERIOR PARTITIONS, CEILINGS, FINISHES, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION AS INDICATED ON DRAWINGS. THE DRAWINGS, IN CONCERT WITH THE PROJECT MANUAL, COMPRISE THE CONTRACT DOCUMENTS OUTLINING THE DESIGNINTENT AND PROJECT SCOPE, AND MAY BE SUPPLEMENTED BY FURTHER INFORMATION ISSUED BY ARCHITECT.THE DRAWINGS ARE ARRANGED IN GENERAL TO SPECIFIC ORDER, FOLLOWING A TOP TO BOTTOM, LEFT TO RIGHT FORMAT.

CONTRACTORS ARE ADVISED TO READ AND FAMILIARIZE THEMSELVES WITH THE INFORMATION IN THE PROJECT MANUAL, AS WELL AS THE GENERAL LEGENDS CONTAINED IN THE G SERIES OF DRAWINGS, PRIOR TO REVIEW OF THE PLANS, ELEVATIONS AND DETAILS. ADVISE THE ARCHITECT WHERE INTENT IS NOT CLEARLY PERCEIVED, PRIOR TO PROCEEDING WITH WORK.

BUILDING ADDRESS: 26203 PRODUCTION AVE
(BUILDING A ON CAMPUS)HAYWARD, CALIFORNIA 94545
BUILDING JURISDICTION: CITY OF HAYWARD, CALIFORNIAAPPLICABLE CODES: 2022 CALIFORNIA BUILDING CODE (VOLUMES 1 AND 2) 2022 CALIFORNIA BUILDING CODE FOR ACCESSIBILITY (CHAPTER 11B)2022 CALIFORNIA FIRE CODE2022 CALIFORNIA MECHANICAL CODE2022 CALIFORNIA PLUMBING CODE2022 CALIFORNIA ELECTRICAL CODE2022 CALIFORNIA ENERGY CODE2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)HAYWARD CALIFORNIA MUNICIPAL CODE 2023, CHAPTERS 10, 11 STRUCTURE TYPE: FLEX WAREHOUSE AND COMMERCIAL OFFICEPURPOSE OF SPACE: SINGLE-TENANT COMPUTER DATA CENTERSCOPE OF WORK: DEMOLITION • DEMOLITION OF THE EXISTING SITE ELEMENTS BUT NOT LMITED TO

BUILDINGS, PAVING AND VEGETATION
SITE• GRADING, EXCAVATION AND SOIL IMPROVEMENTS AS REQUIRED FOR NEW

CONSTRUCTION OF BUILDINGS AND ALL SUPPORTING FEATURES
• INSTALLATION OF NEW UTILITY SYSTEMS TO SUPPORT THE BUILINGS FOR

INTENDED USE, SUCH AS ELECTRICAL, WATER, SEWER, AND STORM WATER FEATURES • INSTALLATION OF NEW SITE CIRCULATION FEATURES (WALKWAYS, RAMPS,

ACCESS ROADWAYS AND PARKING FEATURES
• PROVIDE LANDSCAPING AND OTHER PERVIOUS AREASBUILDING CONSTRUCTION• FOUNDATIONS, STRUCTURAL STEEL FRAMEWORK, EXTERIOR WALL SYSTEM, ROOF WITH SLOPED DRAINAGE, SCUPPERS AND DOWNSPOUTS.INSTALLATION OF WINDOWS, ACCESS DOORS AND LOADING DOORS • GENERATOR YARD TO SUPPORT BUILDING'S INTEDED FUNCTIONS• INSTALLATION OF FIRE, SIFE SAFETY SYSTEMS FOR SPRINKLER I-B(?)

CONSTRUCTION PER BUILDING CODE
• INSTALLATION OF CIRCULATION SYSTEMS INCLUDING 2 ELEVATORS• INSTALLATION OF ALL UTILITY AND MECHCANICAL SYSTEMS NECESSARY

FOR THE BUILDING'S INTENDED FUNCTIONS
OCCUPANCY / USE: GROUP B (ELECTRONIC DATA PROCESSING)CONSTRUCTION TYPE: TYPE I-BHEIGHT OF BUILDING: TOP OF MAIN PARAPET= 100' - 00" TOP OF MAIN ROOF = 93' - 2"
NUMBER OF STORIES IN BUILDING: 3 (ABOVE GRADE), 0 BELOW GRADETOTAL FLOOR AREA: LEVEL 01 - 105,750 SF LEVEL 02 - 105,750 SFLEVEL 03 - 98,960 SF
FIRE SUPPRESSION: 100% SPRINKLERED PER NFPA 13 & DRY STANDPIPE SYSTEMSFIRE ALARM SYSTEM: FIRE ALARM SYSTEM FOR SUPPRESSION SYSTEM MONITORING AND ELEVATOR RECALL PER CBC 907.2 & NFPA 72

DEFERRED SUBMITTALS

1. DATA HALL RACKING SYSTEM2. ENTRY AWNING3. FIRE PROTECTION4. GENERATOR PLATFORMS & STAIRS

GENERAL NOTES

1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN.

REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION.

4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION.

5. COORDINATE WORK WITH THE LANDLORD AND OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.

6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE

REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION

7. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS.8. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES.

9. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY.

10. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED.11. PROVIDE ALL ACCESS PANELS REQUIRED FOR ALL JUNCTION BOXES, VALVES, CLEANOUTS, PLUGS, FILTERS, EQUIPMENT,

AND ALL OTHER ITEMS REQUIRING SERVICE OR MAINTENANCE

12. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT.14. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES.

15. PROVIDE CONCEALED BLOCKING AS REQUIRED FOR WORK BY OWNER'S OTHER CONTRACTORS. COORDINATE WITH OTHER CONTRACTORS FOR SIZE, TYPE AND LOCATION OF REQUIRED BLOCKING.

16. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION.

17. CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION AND CONTRACTOR IS TO NOTIFY THE ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF ANY DISCREPANCIES.

18. BUILDING ENERGY COMPLIANCE IS PER THE PERFORMANCE BASED PATH. ENERGY PERFORMANCE REPORT WILL BE PROVIDE UNDER SEPARATE SUBMITTAL.

ACCESSIBILITY NOTES
A. PILE THICKNESS OF SPECIFIED CARPETS DOES NOT EXCEED 1/2".

B. FLOOR SURFACES SPECIFIED ARE SLIP-RESISTANT.C. ABRUPT CHANGES IN LEVEL ALONG ACCESSIBLE ROUTE DO NOT EXCEED 1/2" IN HEIGHT. CHANGES BETWEEN 1/4" AND 1/2" ARE BEVELED WITH A SLOPE NO STEEPER THAN 1:2. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.

D. LATCHING AND LOCKING DOORS ARE SPECIFIED TO BE OPERABLE WITH A SINGLE EFFORT BY HARDWARE THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. DOOR OPENING HARDWARE IS SPECIFIED TO BE MOUNTED BETWEEN 34" AND 48" ABOVE FLOOR FINISH.

E. CLOSERS FOR FIRE-RATED DOORS ARE SPECIFIED TO BE POWER LEVEL 3 FOR INTERIOR DOORS 38" OR LESS IN WIDTH.F. MAXIMUM PULL OR PUSH EFFORT TO OPERATE NON-FIRE-RATED DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. SPECIFIED CLOSERS TO BE ADJUSTED TO COMPLY.

G. ALL DOORS ARE SPECIFIED TO BE NOT LESS THAN 3'-0" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS ARE CAPABLE OF OPENING AT LEAST 90 DEGREES AND CLEAR WIDTH IS NOT LESS THAN 32".

H. FLOOR AREAS ON EACH SIDE OF DOORS ARE SPECIFIED TO BE LEVEL AND CLEAR. THE DIMENSIONS OF THE LEVEL AREAS ARE SPECIFIED TO MEET ANSI A117.1-2017, IAC AND ADA CLEARANCE REQUIREMENTS.

I. FLOORS OR LANDINGS ARE SPECIFIED TO BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY.

CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" IS SPECIFIED TO BE BEVELED WITH A SLOPE NO STEEPER THAN 1:2.

J. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR IS SPECIFIED TO BE MARKED WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP IS SPECIFIED TO BE A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR.

K. ELECTRICAL RECEPTACLE OUTLETS ARE SPECIFIED TO BE NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM.

L. TOILET ROOM ACCESSORIES

1. BOTTOM OF MIRROR REFLECTIVE SURFACE IS SPECIFIED TO BE NO HIGHER THAN 40" FROM THE FLOOR.2. TOILET TISSUE DISPENSERS ARE MOUNTED BETWEEN 7" AND 9" FROM THE FRONT EDGE OF THE TOILET SEAT.3. DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS ARE MOUNTED NO HIGHER THAN 48" FROM THE FLOOR.

M. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) IS BETWEEN 17" AND 19".N. FLUSH CONTROLS ARE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR, ON THE SIDE OF THE TOILET WITH THE GREATEST CLEARANCE FROM ADJACENT WALL, TOILET PARTITION OR OTHER SURFACE.

O. PROVIDE GRAB BARS IN COMPLIANCE WITH ANSI A117.1 ON EACH SIDE, OR ONE SIDE AND BACK OF WATER CLOSET

1. GRAB BARS TO BE 33" ABOVE AND PARALLEL TO THE FLOOR.2. DIAMETER OF GRAB BARS TO BE 1-1/4" TO 1-1/2".3. PROVIDE 1-1/2" CLEARANCE BETWEEN GRAB BARS AND WALL.4. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250 POUND LOAD.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.6. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.7. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".

P. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IS PROVIDED IN FRONT OF LAVATORY TO PERMIT A FORWARD APPROACH.Q. SINKS AND LAVATORIES ARE MOUNTED TO COMPLY WITH KNEESPACE REQUIREMENTS OF ANSI A117.1R. FAUCET CONTROLS AND OPERATING MECHANISMS ARE TO BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. SELF-CLOSING CONTROLS ARE TO REMAIN OPEN FOR AT LEAST 10 SECONDS.

S. HOT WATER AND DRAIN PIPES UNDER LAVATORIES ARE INSULATED OR OTHERWISE COVERED.T. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

LOCATION MAP

PROJECT TEAM

ARCHITECTURAL ABBREVIATIONS
£ BRITISH POUND (CURRENCY)$ DOLLAR (US CURRENCY)& AND

ACCESS ACCESSORYACOUS ACOUSTIC(AL)AFF ABOVE FINISHED FLOORAL ALUMINUMALT ALTERNATEANNUNC ANNUNCIATORANOD ANODIZEDAPPL APPLIANCEARCH ARCHITECT(URAL)AUTO AUTOMATICAVG AVERAGE

BCS BABY CHANGING STATIONBD BOARDBLDG BUILDINGBLKG BLOCKINGBOLLD BOLLARDBRDLM BROADLOOMBU BUILT UPCAB CABINETCEM CEMENT(ITIOUS)CER CERAMICCIP CAST-IN-PLACECLG CEILINGCMU CONCRETE MASONRY UNITCOATG COATINGCOILG COILINGCONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUS(ATION)CONTR CONTRACT(OR)COV COVERCPT CARPETCRC COMBINATION RECESSED CABINETCSH COMMON SUPPLY HEADERDAHU DATA HALL AIR HANDLING UNITDBL DOUBLEDEPT DEPARTMENTDES DESIGN(ED)DET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIFF DIFFUSERDIM DIMENSIONDISP DISPENSERDIV DIVISIONDN DOWNDR DOORDSCON DISCONNECTDWG DRAWING

ELAST ELASTOMERICELEC ELECTRICALEMBED EMBEDD(ED)(ING)ENGR ENGINEER(ED)ENTR ENTRANCEEQ EQUALEQUIP EQUIPMENTEPS EXPANDED POLYSTYRENEEXIST EXISTINGEXP JT EXPANSION JOINTEXPS EXPOSE(D)EXT EXTERIORFAB FABRICATIONFD FLOOR DRAINFE FIRE EXTINGUISHERFEBR FORCED ENTRY BULLET RESISTANTFEC FIRE EXTINGUISHER AND CABINETFHC FIRE HOSE AND CABINETFIN FINISHFLDG FOLDINGFLR FLOOR(ING)FPLC FIREPLACEFR FIRE RAT(ING)(ED)FRJS FIRE RESISTIVE JOINT SEALANTFRMG FRAMINGFURN FURNITUREFWC FABRIC WALL COVERINGFXD FIXEDFXTR FIXTUREGA GAUGEGFRC GLASS FIBER REINFORCED CONCRETEGFRG GLASS FIBER REINFORCED GYPSUMGFRP GLAS FIBER REINFORCED PLASTERGL GLASSGR GRAD(E)(ING)GYP GYPSUMHD HEADHDPE HIGH DENSITY POLYETHYLENEHDWD HARDWOODHDWE HARDWAREHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHVAC HEATING, VENTILATIING, AND AIR CONDITIONINGINFILTR INFILTRATIONINFO INFORMATIONINSTRUM INSTRUMENT(ATION)INSUL INSULATIONINT INTERIORINTLK INTERLOCK(ING)JAN JANITORKEE KETONE ETHYLENE ESTERKIT KITCHEN

LAV LAVATORYLB POUNDLP LOW POINTLT LIGHTLVLG LEVELINGLVT LOUVERMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMET METALMEZZ MEZZANINEMFD MANUFACTUREDMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMLWK MILLWORKMOIST MOISTUREMOT MOTOR(IZED)MTD MOUNTEDMU MIRROR UNITNIC NOT IN CONTRCTNO NUMBERNTS NOT TO SCALEOPNG OPENING(S)OPR OPERABLEORD OVERFLOW ROOF DRAINORNA ORNAMENTALOVFL OVERVLOWOVHD OVERHEADPBD PARITICLE BOARDPDC POWER DISTRIBUTION CABINETPEDR PEDESTRIANPFHO POWER FACILITIES HAND OFFPLAM PLASTIC LAMINATEPLAS PLASTERPLSTC PLASTICPLYWD PLYWOODPNL PANELPOLYST POLYSTRENEPORT PORTABLEPREFAB PREFABRICATEDPREFIN PREFINISHEDPRTECN PROTECTIONPTD PAPER TOWL DISPENSER PTN PARTITION

RCP REFLECTED CEILING PLANRD ROOF DRAINRDL ROOF DRAIN LEADERRDR READERRECES RECESSEDRECPT RECEPTACLEREF REFER(ENCE)REFL REFLECTEDREFR REFRIGERATORREINF REINFORCED (D) (ING) (MENT)REQD REQUIREDRESIL RESILIENTRESIS RESIST(ANT)(IVE)RFG ROOFINGRM ROOMRO ROUGH OPENINGRP RESTROOM PARTITIONSCD SEAT COVER DISPENSERSCR SCRIBESD SOAP DISPENSERSECUR SECURITYSF SQUARE FEETSG SINGLESHORG SHORINGSIM SIMILARSNDU SANITARY NAPKIN DISPOSAL UNITSNV SANITARY NAPKIN VENDORSST STAINLESS STEELSTD STANDARDSTL STEELSTRFR STOREFRONTSTRUCT STRUCTURALSURF SURFACESUSP SUSPENDEDSYS SYSTEM(S)T&G TONGUE AND GROOVETHK THICKTLT TOILETTO TOP OFTPD TOILET PAPER DISPENSERTRAF TRAFFICTRANS TRANSPARENTTRTD TREATEDTYP TYPICALUNDRLAY UNDERLAYMENTUNO UNLESS NOTED OTHERWISEUTIL UTILITYVEH VECHICLEVERT VERTICALVIF VERIFY IN FIELD

W/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWDW WINDOWWR WASTE RECEPTACLEWT WEIGHTWTRPRF WATERPROOFINGXPS EXTRUDED POLYSTYRENE SHEET#
DET# REFER TO DETAIL NO. ON DRAWING INDICATED NOT ALL DETAIL REFERENCES ARE SHOWN. ALL DETAILS

APPLY TO ALL APPLICABLE SITUATIONS, UNO

REFERENCE SYMBOLS
SHEET#
DET# ELEVATION TAG: REFER TO ELEVATION NUMBER ON

DRAWING INDICATED
SHEET#
DET# SECTION TAG: REFER TO SECTION NUMBER ON

DRAWING INDICATED
1 TITLE DRAWING TITLE, NUMBER, AND SCALE
SCALE SHEET#

NORTH REFERENCEDOOR IDENTIFICATION TAG
1 A2A PARTITION TYPE IDENTIFICATION TAG
1t WINDOW TYPE IDENTIFICATION TAG

ROOM NAME IDENTIFICATION TAG

00.000

ROOM NAME
PL01 BATHROOM ACCESSORIES TAG
1 BATHROOM ACCESSORIES TAG
1 / A201.01 SHEET REFERENCE AND MATCHLINE
CL01 CEILING IDENTIFICATION TAG
9'-0" AFF

FINISH CEILING HEIGHT SYMBOLGRID STARTPOINT SYMBOLMOTION SENSORCEILING MOUNTED SPEAKER

CEILING MOUNTED CAMERA

CEILING MOUNTED SPRINKLER HEADCEILING MOUNTED SMOKE DETECTOR

E DENOTES EXISTING TO REMAIN

R DENOTES EXISTING TO BE RELOCATED

ACCESS DOOR

CEILING MOUNTED STROBE LIGHT

ACOUSTICAL CEILING AND GRID

CEILING HEIGHT CHANGE SYMBOL
xx'-xx"xx'-xx"
X'-X"
AT1 CEILING FINISH TAG

CEILING MOUNTED EXIT SIGNSWALL MOUNTED EXIT SIGNS - PARALLELWALL MOUNTED EXIT SIGNS - PERPENDICULAR

LIGHT FIXTURES

FLUORESCENT LIGHT FIXTUREFLUORESCENT LIGHT FIXTURE / EMERGENCY CIRCUITEXISTING LIGHT FIXTURE TO BE REMOVEDUNDER CABINET FLORESCENT FIXTUREFLUORESCENT STRIP FIXTUREFLUORESCENT PENDANT FIXTURERECESSED DOWNLIGHTRECESSED ADJUSTABLE DOWNLIGHTRECESSED WALL WASHERTRACK LIGHTINGSURFACE MOUNTED LIGHT FIXTUREWALL SCONCELIGHT SWITCH D

DIMMER SWITCH

MECHANICAL FIXTURES

RETURN AIRSUPPLY AIRCIRCULAR DIFFUSERLINEAR DIFFUSEREXHAUST FAN

REFLECTED CEILING SECTIONS INDICATIONS

ACOUSTICAL CEILING TILEALUMINUMBRICKCARPETCONCRETECONCRETE MASONRY UNITCUT STONEEARTH FABRIC WRAPPED PANELGLASSGRAVELGYPSUM PLASTERINSULATION (LOOSE OR BATT)INSULATION (RIGID)METALPLYWOODPRE-CAST PANELSSAND OR GROUTSTONEWOOD (FINISHED )WOOD (CONTINUOUS MEMBER)WOOD (INTERRUPTED MEMBER)PLASTIC

CONSTRUCTION

ELEVATION INDICATIONS

GLASS SYMBOLPRECAST WALL
FINISH
XXXX
XXXX

WALL FINISH TAGBASE FINISH TAG

XXXX WALL FINISH TAG
EXTENT OF FINISH TYP.

XXXX SPECIAL FINISH TAG

XXXX FLOOR FINISH TAG

CHANGE IN FLOOR FINISH

XXXX CEILING FINISH TAG
FEC
XX
XX.XXX
SIM
A11.XX
1 1
1 NEW PARTITION
EXISTING CONSTRUCTION TO REMAINEXISTING CONSTRUCTION TO BE DEMOLISHED3 HR. RATED PARTITION4 HR. RATED PARTITION2 HR. RATED PARTITION1 HR. RATED PARTITION

MILLWORK ABOVE

MILLWORK

COLUMN GRID LINES AND REFERENCE NUMBERCOLUMN GRID REFERENCE NUMBER

DETAIL NUMBERSHEET NUMBERDESCRIPTION OF SIMILAR OR OPPOSITE

AREA TO BE DETAILED

LOCATION ON SHEET WHERE ELEVATION IS SHOWNDIRECTION OF ELEVATIONINTERIOR AND EXTERIOR ELEVATION MARKERROOM NAMEROOM NUMBERSHEETNOTE REFERENCEWALL TYPE REFERENCEDOOR REFERENCE NUMBER (REFER TO DOOR SCHEDULE)

XX WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE)
MW01 MILLWORK REFERENCE NUMBER
(REFER TO MILLWORK SCHEDULE)ELEVATION DATUM REFERENCEMATCH LINE SYMBOLALIGN WITH ESTABLISHED / ADJACENT SURFACES

WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES

FIRE WARDEN STATION SYMBOLWALL MOUNTED FIRE ALARM STROBE SYMBOLFIRE ALARM PULL SYMBOLWALL MOUNTED, FIRE EXTINGUISHER CABINETREVISION REFERENCE NUMBERREVISION CLOUD DEPICTING AREA REVISED +6"
0"
XX.XXX
NAME
1234
01 1 A3A
ALIGN

MATCH LINE SEE XX/XX
2 SHEET NUMBER WHERE ELEVATION IS SHOWN

FIRE RATINGFLOOR ELEVATION TRANSITION
A
100'-0" AFF
Architectural Firm: HKSArchitect of Record: DUTCH WICKESArchitectural Firm's Phone Number: (214) 969-5599Architectural Firm's Address: ONE DALLAS CENTER 350N.

SAINT PAUL STREET, SUITE 100, DALLAS, TEXAS 75201Civil Firm: KIMLEY HORNCivil Engineer of Record: ANTHONY VERA Civil Firm's Phone Number: (925) 398-4840Civil Firm's Address: 4637 CHABOT DRIVESUITE 300, PLEASANTON, CA94588Structural Firm: HKSStructural Engineer of Record: CLINT NASHStructural Firm's Phone Number: (214) 969-5599Structural Firm's Address: ONE DALLAS CENTER 350N.SAINT PAUL STREET, SUITE 100, DALLAS, TEXAS 75201Electrical Firm: ESD GLOBALElectrical Engineer of Record: REY BERNARDINOElectrical Firm's Phone Number: (312)-551-8612Electrical Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Mechanical Firm: ESD GLOBALMechanical Engineer of Record: MIKE YOUNGMechanical Firm's Phone Number: (312) 372-1200Mechanical Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Fire Protection Firm: ESD GLOBALFire Protection Engineer of Record: MICHAEL PARASFire Protection Firm's Phone Number: (312)-372-1200Fire Protection Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Telecom Firm: ESD GLOBALTelecom Engineer of Record: TODD GRIMESTelecom Firm's Phone Number: (312) 372-1200Telecom Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Security Firm: GUIDEPOSTSecurity Engineer of Record: JON JOLIBOISSecurity Firm's Phone Number: (415) 616-8822Security Firm's Address: 315 MONTGOMERY STREET10TH FLOOR, SAN FRANCISCO, CALIFORNIA 94104

HAZARDOUS MATERIALS
TRUE
NORTH
TRUE
NORTH

CLAWTER RD

EDEN LANDING RD

PRODUCTION AVEINVESTMENT BLVD

PROJECT SITE
CA 92
ARDEN RDCA 92PROJECT SITE

INDUSTRIAL BLVDEDEN LANDING RDCORPORATE AVEINVESTMENT BLVDPRODUCTION AVE

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
Mechanical Firm: ESD GLOBALMechanical Engineer of Record: MIKE YOUNGMechanical Firm's Phone Number: (312) 372-1200Mechanical Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Fire Protection Firm: ESD GLOBALFire Protection Engineer of Record: MICHAEL PARASFire Protection Firm's Phone Number: (312)-372-1200Fire Protection Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Telecom Firm: ESD GLOBALTelecom Engineer of Record: TODD GRIMESTelecom Firm's Phone Number: (312) 372-1200Telecom Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Security Firm: GUIDEPOSTSecurity Engineer of Record: JON JOLIBOISSecurity Firm's Phone Number: (415) 616-8822Security Firm's Address: 315 MONTGOMERY STREET10TH FLOOR, SAN FRANCISCO, CALIFORNIA 94104

HAZARDOUS MATERIALS
Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Propylene Carbonate 108-32-7 135.5 242 Combustible - Class IIIB Diethyl Carbonate 15-58-8 25 126 - 128 Flammable - Class IC Ethyl Propionate 105-37-3 12 99 Flammable - Class IB
Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Diethyl Carbonate 105-58-8 25 126 - 128 Flammable - Class IC Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Propylene Carbonate 108-32-7 135.5 242 Combustible - Class IIIB Diethyl Carbonate 15-58-8 25 126 - 128 Flammable - Class IC Ethyl Propionate 105-37-3 12 99 Flammable - Class IB
Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Diethyl Carbonate 105-58-8 25 126 - 128 Flammable - Class IC Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethylene Carbonate 623-53-0 23.9 107 Flammable - Class IC Dimethyl Carbonate 616-38-6 16 86 Flammable - Class IB
BBU: RP Flextronic
Cell: Murata US18650VTC4

0.09 BBU: RP LiteOn
Cell - Samsung SDI INR18650-20

0.132
BBU: RP Panasonic
Cell: Panasonic UR18650RX

0.15 BBU: WMW TrendPower
Cell - Samsung SDI INR18650-20

0.11 BBU: WMW Panasonic
Cell: Panasonic UR18650RX

0.15 26062 EDEN LANDING ROAD(BUILDING A ON CAMPUS)HAYWARD, CALIFORNIA 94545 X
X
FRONT
A050
2 BUILDING B
(UNDER SEPARATE PACKAGE)

PROPOSED BUILDING A

SWITCHING

STATION

STORM WATER
BASIN

SUBSTATION

MAIN ENTRANCE

GUARD HOUSE
EDEN

LANDING
ROAD

PRODUCTION AVE

PROPERTY LINESECURITY FENCE

BUILDING ENTRANCE

STORM WATER BASIN

STORM WATER BASINSECONDARY ENTRANCEBUILDING C(UNDER SEPARATE PACKAGE)SUBSTATION SCREENING

INVESTMENT BLVD
MIN
60' - 0"
ENTRY

TRAVEL PATH
MIN
60' - 0" STORM WATER BASIN

FUTURE EMPLOYEE AMENITY AREA (REF TO LANDSCAPE)
1 A
G
NOTES:1. EQUIPMENT YARD STRUCTURAL FRAMING NOT SHOWN FOR CLARITY, SEE STRUCTURAL DRAWINGS.
217' - 7"
16 470' - 5"
BUILDING ENTRANCELOADING DOCK AREAINCLUDES 2 LOADING SPACESENTRANCE PATH 12 35 4
7 8
6 7
120' - 0"

SITE PLAN LEGEND

PROPERTY LINEFENCECRUSHED ROCKS AREASSTORM WATER BASIN
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:28:43 PM
As indicated D
HKSDUTCH WICKES(214) 969-5599One Dallas Center350N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
03MAR2024

HKS HKS
ESD GLOBALREY BERNARDINO(312) 551-8612233 South Wacker DriveSuite 5300Chicago, Illinois 60606 ESD GLOBALMIKE YOUNG(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 HKSCLINT NASH(214) 969-5599One Dallas Center350N. Saint Paul Street, Suite 100Dallas, Texas 75201ESD GLOBALMICHAEL PARAS(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 25993.000

BUILDING A TI

ARCHITECTURAL SITE PLAN
A050
6 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 100'-0" A050
1 ARCHITECTURAL CAMPUS PLAN
1" = 40'-0" A050
2 ARCHITECTURAL SITE PLAN
OVERALL SITE PLAN NOTES1. NEW PARKING STALLS2. ADA PARKING 3. LOADING DOCK4. GENERATOR YARD5. CONCRETE DRIVE AND RAMP AT LOADING DOCK6. WATER TANKS. REFER MECHANICAL DRAWINGS7. 5'-0" SIDEWALK, TYP. UNO.8. (2)6 YARD & (1)3 YARD DUMPSTER WITH CHAINLINK FENCE TRASH ENCLOSURE. REFER CORE & SHELL PACKAGE.

KEYPLAN

OVERALL

PARKING - BUILDING A
TRUE
NORTH
TRUE
NORTH
PARKING SCHEDULE : REFER CS PACKAGE

GENERAL NOTES - SITE PLAN
1 THESE ARE ARCHITECTURAL DRAWINGS ONLY AND ARE TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS FROM VARIOUSDISCIPLINES AS LISTED ON THE DRAWING INDEX. 2 ALL DEMOLITION OF EXISTING BUILDING SITE ELEMENTS ARE TO BE WITH IN A SEPARATE CONTRACT AND DRAWINGS (NOT INCLUDEDHERE) PRIOR TO THE EXECUTION OF THE INDICATED NEWCONSTRUCTION AND SITEWORK. 3 OTHER BUILDINGS INDICATED ON SITE ARE FOR LOCATION
REFERENCE PURPOSES ONLY. N.I.C.D. BUILDING GENERATOR PADS

AND UPPER GENERATOR ACCESS STAIRS AND PLATFORM ARE NOT
IN THIS CONTRACT.
4 BUILDING GENERATOR PADS AND UPPER GENERATOR ACCESS
STAIRS AND PLATFORM ARE NOT IN THIS CONTRACT.
5 REFER TO CIVIL DRAWINGS FOR GRADING, MATERIALS SIGNAGE, CURBS, WHEELSTOPS AND STRIPING AT PARKING AREAS. PARKINGLAYOUT AND STALLS TO BE FOUND IN CIVIL DRAWINGS. ADA ANDSTANDARD STALLS TO BE INSTALLED TO MEET ALL ADOPTEDCODES. 6 SIDEWALK CONSTRUCTION AND DETAILS TO BE FOUND IN CIVIL DRAWINGS.
7 ALL LANDSCAPE AND PLANTING INFORMATION TO BE FOUND ON

LANDSCAPE
8 LOADING DOCK AREA. ELEVATION OF PAVED LOADING DOCK IS 4-0" BELOW SLAB HEIGHT AT FOUNDATION FACE TO ALLOW FOR EASEOF ACCESS. 9 ENSURE SMOOTH TRANSITION WHERE NEW ROADWAY PAVING OR
SIDEWALK CONNECTS TO EXISTING WITH 1/4" MAXIMUM CHANGE INLEVEL. 10 CONTRACTOR TO COORDINATE REQUIREMENTS OF EQUIPMENT

WITH LOCATION OF ELECTRICAL LIGHTING, PLUMBING, MECHANICAL

AND FIRE PROTECTION ELEMENTS

MARK DATE DESCRIPTION
A 14AUG2023 30PCT REVIEWB 17NOV2023 60PCT REVIEWC 05JAN2024 90PCT REVIEWD 03MAR2024 IFP0 09FEB2024 PERMIT X
X
SWITCHING STATION25,763 SF

BIKE LANES
STORM WATER BASIN3,420 SF

GENERATOR YARD

BUILDING A
310,610 SF

WATER TANK
PARKING (4) PARKING (13)
PARKING (6) PARKING (7) PARKING (6)
PARKING (7) BUILDING C 1,605 SF
STORMWATER BASIN4,635 SF
GATE
GUARD HOUSE 8' HIGH SECURITY PERIMETER FENCE

MAIN ACCESS
8' HIGH SECURITY PERIMETER FENCE
EDEN

LANDING
ROAD

PG&E EASEMENT

PG&E EASEMENT
8' HIGH SECURITY PERIMETER FENCEP.U.E.PG&E AND PAC BELL EASEMENT

SECURITY FENCE

PRODUCTION AVE

SECONDARY ACCESSPROPOSED PROPERTY LINE
P.U.E.

SUBSTATION 23,210 SF
11 MIN (0.5 MILE) TO THE EDEN LANDING ECOLOGICAL RESERVE/SF BAY TRAIL 10 9
7 5
8 10
6 2
3 1

PARKING SETBACKBUILDING SETBACK
11 LOADING
DOCK

FACE OF CURB

REFER TO SECTION PAGE FOR ADDITIONAL DIMENSIONS
27 '
- 0
"
27 '
-
0 "
10' - 0" PARKING SETBACK
35' - 0" BUILDING SETBACK
35' - 0" BUILDING SETBACK
10' - 0" PARKING SETBACK
STORM WATER BASIN 4,552 SF
PARKING (7)
PARKING (6)
30 MIN (1.6 MILE) TO THE CLOSEST BUS STATION - 25861 INDUSTRIAL BLVD

TRASH ENCLOSURE
PARKING (7)
SHORT TERM BIKE RACK (1)
LONG TERM BIKE PARKING (3)
BUILDING B15,254 SF
STORMWATER BASIN2,400 SF
EMPLOYEE AMENITY AREA REF. LANDSCAPE

TRASH ENCLOSURE
40' HIGH SUBSTATION SCREEN WALL
8' HIGH LOADING DOCK SCREENWALL
HAYWARD INDUSTRIALDISTRICT DESIGN GUIDLINE:LOCATE VISITOR PARKING TO BE CLEARLY IDENTIFIABLE AND PROVIDE EASE OF ACCESS TO THE PRIMARY ENTRY OF A BUILDING. 1CONNECT SITE TO SURROUNDING AMENITIES SUCH AS SIDEWALKS, TRAILS, OR OTHER OPPORTUNITIES TO ENHANCE AREA CONNECTIVITY. 2HIGHLIGHT SITE ENTRANCES THROUGH DRIVEWAY ENTRY TREATMENTS SUCH AS UNIQUE PAVING TREATMENTS, ACCENT LANDSCAPING, AND SIGNAGE THAT INFORM VISITORS OF ITS LOCATION AND ENHANCES THE OVERALL PROJECT DESIGN. 34 LOCATE EMPLOYEE OUTDOOR AREAS ADJACENT TO INDORE BREAK AREAS PLACE BICYCLE RACKS AND/OR BICYCLE LOCKERS ADJACENT TO BUILDING ENTRIES WHERE THEY ARE CLEARLY VISIBLE INM ORDER TO ENHANCE SAFETY AND SECURITY. 5PLACE MECHANICAL/UTILITY EQUIPMENT INSIDE OF A BUILDING OR SCREEN WITH LANDSCAPING OR OTHER MATERIALS CONSISTENT WITH BUILDING DESIGN. IN INSTANCES WHERE MECHANICAL/UTILITY EQUIPMENT CANNOT BE LOCATED WITHIN BUILDINGS OR ADEQUATELY SCREENED, TRAT IT WITH ART. 6 IN GENERAL, BUILDING WALL PLANES VISIBLE FROM PUBLIC STREET SHOULD NOT CONTINUE FOR MORE THAN 50 FEET WITHOUT A CHANGE IN BUILDING WALL PLANE DIRECTION OF 2 FEET FOR MORE 7 PORTIONS OF BUILDING FACING A PUBLIC STREET SHALL HAVE ONE OR MORE LANDSCAPED AREAS WITH A MINIMUM FIVE FOOT-WIDE LANDSCAPED AREA ALONG A MINIMUM 50 PERCENT OF THE BUILDING FACE 89 A MINIMUM OF 10' WIDE LANDSCAPED AREA IN FRONT OF WALLS ABUTTING A PUBLIC STREET10 PROVIDE A 10' WIDE LANDSCAPED AREA IN FRONT OF WALLS ABUTTING A PUBLIC STREET11 WHERE APPROPRIATE, UTILIZE RETENTION PONDS TO LESSEN RUNOFF TRASH CONTAINER CAPACITY CALCULATION:
__ # of employees x ___ lbs. of trash generated per employee/week ÷ 150 = ___ CY/weekENCLOSURE: 25' x 12' x 12'-6" (WxDxH) INTERNAL CLEARTRASH: 6 CU BINRECYCLABLES: 6 CU BINORGANICS: 3 CU BIN

BUILDING A
ENCLOSURE: 11'-6" X 6' X 10'-8" (WxDxH) INTERNAL CLEARTRASH: 96 GAL CARTRECYCLABLES: 96 GAL CARTORGANICS: 96 GAL CART

BUILDING B
ENCLOSURE:TRASH: 96 GAL CARTRECYCLABLES: 96 GAL CARTORGANICS: 96 GAL CART

BUILDING C

PROJECT SITE INFORMATION
SITE ADDRESSAPNsSITE AREAGENERAL PLAN DESIGNATIONZONING DISTRICT 26062 EDEN LANDING ROADHAYWARD, CA 94545461-0085-016-00461-0085-052-01461-0085-018-03IC (INDUSTRIAL TECHNOLOGY AND INNOVATION CORRIDOR)IP (INDUSTRIAL PARK)

PROPOSED BUILDING INFORMATION

BUILDING ABUILDING CBUILDING BGUARD HOUSE
GROSS FLOOR AREA: HEIGHT:GROSS FLOOR AREA:HEIGHT:GROSS FLOOR AREA:HEIGHT:

GROSS FLOOR AREA:HEIGHT:
365,610 SF100' (T.O. PARAPET)15,254 SF26'1,605 SF18'

11.485 AC / 500,287 SF

PARKING SPACES OPEN SPACEBIKE PARKINGLOT COVERAGE
SPACES: 59ADA: 5

FARLANDSCAPING AREA
SHORT TERM: 1 RACKLONG TERM LOCKER: 3 LOCKERS500,287 SF0.76165,557 SF 59 SF8'-11 7/16"
68,945 SF
TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:49:55 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024
HKS
ESD GLOBALREY BERNARDINO(312) 551-8612233 South Wacker DriveSuite 5300Chicago, Illinois 60606 ESD GLOBALMIKE YOUNG(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 HKSCLINT NASH(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201ESD GLOBALMICHAEL PARAS(312) 372-1200233 South Wacker DriveSuite 5300 chicago,Illinois 60606 HKS
25691.000

BUILDING A SHELL

ARCHITECTURAL OVERALL CAMPUS PLAN
A054
4 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606

KEYPLAN

OVERALL
1" = 40'-0" A054
1 ARCHITECTURAL CAMPUS OVERALL PLAN

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
A600
3 A600
4 F.3
G
A600
1 A600
2 SECTOR 03
F.9F.5
F
B.6
A.1
C.1
E.1
SECTOR 05
SECTOR 02 SECTOR 04 SECTOR 06
SECTOR 01
E.7
1' - 5"
22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11"
1' - 5"
12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5"
24' - 3"
1' - 5"
20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5"
496' - 1"
472' - 2 1/2"
( 1 / A210.02 ) ( 1 / A210.04 ) ( 1 / A210.06 )
( 1 / A210.03 ) ( 1 / A210.05 ) ( 1 / A210.01 )

ORGANIC BINRECYCLE BINTRASH BIN

3.5 NOT EXIT STAIR
TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:24:01 PM
1" = 20'-0" 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL
ARCHITECTURAL LEVEL 01 CORE & SHELL

OVERALL FLOOR PLAN
A210.00
8 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A210.00
1 ARCHITECTURAL LEVEL 01 OVERALL CORE & SHELL FLOOR PLAN

GENERAL NOTES - FLOOR PLAN
1 ARCHITECTURAL ELEVATIONS ARE BASED ON MAIN FLOOR LEVEL 0'-0" = CIVIL FINISH FLOOR ELEVATION, SEE CIVIL FOR FFE. 2 DETAILED DIMENSIONS AND OTHER INFORMATION WILL BE FOUND ON THE ENLARGED PLAN, WHERE PROVIDED, UNO.
3 REFER TO CIVIL ENGINEERING PLANS FOR FULL EXTENT OF SITE

WORK BEYOND SCOPE SHOWN IN ARCHITECTURAL, STRUCTURAL,
AND MEP ENGINEERING DRAWINGS.
4 EXTERIOR WALLS ARE TO BE TYPE E01, UNO.5 REFER TO A700 SERIES FOR INTERIOR & EXTERIOR WALL ASSEMBLIES AND STANDARD INFORMATION.
6 INTERIOR PARTITIONS ARE TO BE TYPE A6E, UNO.7 ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE, UNO.8 CONTRACTOR TO COORDINATE REQUIREMENTS OF EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING, PLUMBING,MECHANICAL, AND FIRE PROTECTION ELEMENTS. 9 REFER TO SHEET A001 FOR GENERAL SYMBOLS AND LEGENDS.
10 CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD (VIF) PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT /ENGINEER IN WRITING UPON DISCOVERY OF ANY DISCREPANCIES. 11 LOCATE DOOR FRAMES 6" FROM FACE OF INSIDE CORNER OF
PARTITION UNLESS OTHERWISE DIMENSIONED, OR AS REQUIRED TOCOORDINATE WITH BUILDING INFRASTRUCTURE.

GENERAL NOTES - FLOOR PLAN
12 COORDINATE AND PROVIDE ADEQUATE BLOCKING FOR ALL ITEMS ATTACHED OR MOUNTED TO PARTITIONS.
13 EQUIPMENT ITEMS SHOWN FOR REFERENCE ONLY. COORDINATE

FINAL LOCATIONS AND CONFIGURATIONS WITH MEP REQUIREMENTS AND DRAWINGS. REFER TO ENGINEERING DRAWINGS FOR FULL
EXTENT OF WORK.
14 PROVIDE STAINLESS STEEL CORNER GUARDS AT EACH OUTSIDE CORNER IN ALL CORRIDOR LOCATIONS.
15 USE MOISTURE AND MOISTURE RESISTANT SUBSTRATE AND TILE BACKING PANELS AT ALL WET AND TILE LOCATIONS, RESPECTIVELY.LOCATIONS INCLUDE JANITOR CLOSETS, SHOWER ROOM WALLS

AND CEILINGS, BEHIND ALL SINKS, TOILETS, URINALS, AND DRINKING FOUNTAIN LOCATIONS.

GENERAL NOTES - FLOOR PLAN
16 DAHU GALLERY WATER DAM AT DOOR OPENINGS: 1/2" HIGH

ALUMINUM SADDLE THRESHOLD SET IN SEALANT, AND AUTOMATIC

DOOR BOTTOMS WITH A DROP-BAR NEOPRENE SEAL, ACTUATED BY

A PLUNGER THAT CONTACTS THE JAMB AS THE DOOR IS CLOSING, FORCING THE DROP-BAR SEAL DOWN AGAINST THE THRESHOLD.THIS SYSTEM WILL BE COMBINED WITH THE WATERPROOF WALLBASE DESIGN TO CREATE A WATER DAM THAT EXTENDS A MINIMUMOF 1 1/4" ABOVE THE HEIGHT OF THE FLOOR DRAINS, ENSURINGTHAT WATER WILL BE DISCHARGED THROUGH THE DRAINS AND NOTINTO ADJACENT ROOMS. 17 ALL EXTERIOR DOORS SHOULD BE THERMALLY INSULATED WITH FRAMES INCLUDING A THERMAL BREAK, SEE DETAILS ON A736.
18 GENERAL CONTRACTOR TO FURNISH AND INSTALL TEMPORARY
METAL PLATE COVERS OVER CABLE BUS OPENINGS DURINGPHASED INSTALLATION IN ORDER TO MAINTAIN INTEGRITY OF THEBUILDING ENVELOPE. 19 REFER TO LATEST GEOTECHNICAL REPORT FOR UNDER-SLAB

VAPOR BARRIER DETAIL AND EXTENTS
20 ALL FLOOR OPENINGS NOT ENCLOSED WITH A FIRE RATED
ASSEMBLY TO HAVE REMOVABLE FIRE RATED CAPS INSTALLED.

KEYPLAN

OVERALL

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
A600
3 A600
4 F.3
G
A600
1 A600
2 F.9F.5
F
B.6
A.1
C.1
E.1
SECTOR 03 SECTOR 05
SECTOR 02 SECTOR 04 SECTOR 06
SECTOR 01
E.7
1' - 5"
22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11"
1' - 5"
12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 496' - 1"
( 1 / A220.02 ) ( 1 / A220.04 ) ( 1 / A220.06 )
( 1 / A220.01 ) ( 1 / A220.04 ) ( 1 / A220.06 )

3.5 TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:24:09 PM
1" = 20'-0" 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL
ARCHITECTURAL LEVEL 02 CORE & SHELL

OVERALL FLOOR PLAN
A220.00
18 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A220.00
1 ARCHITECTURAL LEVEL 02 OVERALL CORE & SHELL FLOOR PLAN

KEYPLAN

OVERALL

GENERAL NOTES - FLOOR PLAN
12 COORDINATE AND PROVIDE ADEQUATE BLOCKING FOR ALL ITEMS ATTACHED OR MOUNTED TO PARTITIONS.
13 EQUIPMENT ITEMS SHOWN FOR REFERENCE ONLY. COORDINATE

AND CEILINGS, BEHIND ALL SINKS, TOILETS, URINALS, AND DRINKING FOUNTAIN LOCATIONS.

GENERAL NOTES - FLOOR PLAN
16 DAHU GALLERY WATER DAM AT DOOR OPENINGS: 1/2" HIGH

ALUMINUM SADDLE THRESHOLD SET IN SEALANT, AND AUTOMATIC

DOOR BOTTOMS WITH A DROP-BAR NEOPRENE SEAL, ACTUATED BY

VAPOR BARRIER DETAIL AND EXTENTS
20 ALL FLOOR OPENINGS NOT ENCLOSED WITH A FIRE RATED
ASSEMBLY TO HAVE REMOVABLE FIRE RATED CAPS INSTALLED.

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
A600
3 A600
4 F.3
G
A600
1 A600
2 F.9F.5
F
B.6
A.1
C.1
E.1E.7
1' - 5"
22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11"
1' - 5"
12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5"
D.6
B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 496' - 1"
SECTOR 01 SECTOR 03 SECTOR 05
( 1 / A230.01 ) ( 1 / A230.03 ) ( 1 / A230.05 )
SECTOR 02 SECTOR 04 SECTOR 06
( 1 / A230.02 ) ( 1 / A230.04 ) ( 1 / A230.06 )

3.5 TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:26:10 PM
1" = 20'-0" 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL
ARCHITECTURAL LEVEL 03 CORE & SHELL

OVERALL FLOOR PLAN
A230.00
28 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606

KEYPLAN

OVERALL
1" = 20'-0" A230.00
1 ARCHITECTURAL LEVEL 03 OVERALL CORE & SHELL FLOOR PLAN

GENERAL NOTES - FLOOR PLAN
12 COORDINATE AND PROVIDE ADEQUATE BLOCKING FOR ALL ITEMS ATTACHED OR MOUNTED TO PARTITIONS.
13 EQUIPMENT ITEMS SHOWN FOR REFERENCE ONLY. COORDINATE

AND CEILINGS, BEHIND ALL SINKS, TOILETS, URINALS, AND DRINKING FOUNTAIN LOCATIONS.

GENERAL NOTES - FLOOR PLAN
16 DAHU GALLERY WATER DAM AT DOOR OPENINGS: 1/2" HIGH

ALUMINUM SADDLE THRESHOLD SET IN SEALANT, AND AUTOMATIC

DOOR BOTTOMS WITH A DROP-BAR NEOPRENE SEAL, ACTUATED BY

VAPOR BARRIER DETAIL AND EXTENTS
20 ALL FLOOR OPENINGS NOT ENCLOSED WITH A FIRE RATED
ASSEMBLY TO HAVE REMOVABLE FIRE RATED CAPS INSTALLED.

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
F.3
G
A600
1 F.9F.5
F
B.6
A.1
C.1
E.1E.7
1' - 5" 22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11" 1' - 5" 34' - 8" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5"
D.6
B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 496' - 1"
217' - 7"
SECTOR 01 SECTOR 03 SECTOR 05
( 1 / A220.01 ) ( 1 / A220.04 ) ( 1 / A220.06 )
SECTOR 02 SECTOR 04 SECTOR 06
( 1 / A220.02 ) ( 1 / A220.04 ) ( 1 / A220.06 )
A600
2 A600
4 A600
3 3.5
RESERVED SOLAR AREA FOR FUTURE USE:

UPPER 3,959.48 SF
LOWER 12,054.95 SF
TOTAL 16,014.43 SF
MIN (15% OF TOTAL) 14,656.95 SF
8,087.90 SF
1,125.08 SF 940.45 SF 961.06 SF 940.45 SF1,394.87 SF 849.83 SF 865.70 SF 849.09 SF 47' - 11 1/2"
2 2' -
8"
22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8 22 " ' - 8" 22' - 8 22 " ' - 8" 22' - 8" 22' - 8"
22' -8"

1. ALL ROOF TO BE KEPT SINGLE PLY ROOFING MEMBRANE WITH MINIMUM R20 INSULATION. 2. HATCHING INDICATES AREAS WHERE THE ROOF SURFACE SLOPE IS ACHIEVED WITH TAPERED INSULATION. THE ROOF SURFACE SLOPE IN AREAS WITHOUT HATCHING IS ACHIEVED WITH SLOPING STRUCTURE.

3. PROVIDE WALKWAYS PROTECTION TO MAJOR MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED TO PROVIDE SERVICE ACCESS. WALKWAYS PROTECTION IS INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL FINAL LOCATIONS OF ALL EQUIPMENT.

4. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/4" - INCH PER FOOT OF SLOPE TO ROOF DRAINS, UNLESS NOTED OTHERWISE.

5. ALL ROOF CURBS TO BE A MINIMUM OF 8" ABOVE ROOFING LEVELS, PROVIDE TAPERED INSULATION ROOF SADDLES AT ROOF CURBS TO PROVIDE DRAINAGE AROUND CURB.

6. SEE STRCTURAL DRAWINGS FOR FRAMING AROUND ROOF PENETRATIONS.7. ALL ROOF TOP MECHANICAL, ELECTRICAL AND /OR PLUMBING EQUIPMENT SHOWN FOR INFORMATION ONLY.COORDINATION THE SIZE AND LOCATION OF ROOF.

8. PENETRATIONS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS NOT SHOWN ON THIS DRAWING.

9. FLASH DRAINS, CURBS, VENTS AND STACKS PER MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN ON DRAWINGS.

10. NO ROOF PENETRATIONS ALLOWED WITHIN 4'-0" EACH SIDE OF FOREWALL. SEE CODE PLAN FOR FIRE WALL LOCATIONS.

11. REFER TO SHEET A732, A733 FOR TYPICAL ROOF DETAILS.ROOF PLAN NOTES

WALKWAY PADTAPERED ROOF INSULATION

LEGEND ROOF PLAN

RESERVED SOLAR AREA FOR FUTURE USE
TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 3:49:59 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL ROOF & PENTHOUSE CORE &

SHELL OVERALL PLAN
A290.00
38 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A290.00
1 ARCHITECTURAL ROOF & PENTHOUSE OVERALL FLOOR PLAN

KEYPLAN

OVERALL
ROOF AREA: 97,713.05 SFSOLAR AREA REQUIREMENT (15% ROOF AREA): 14,656.95 SF AVAILABLE SOLAR AREA SPACE: 16,014.43 SF
ESTIMATED SOLAR ARRAY WEIGHT (5 LB/SF): 3,202.88 LB

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1BL1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B 16 15.9 15 14 13 12 11 10 9 8 7 6 5 4 3.2 3 2.6 2 1.1 1 0.9 0.8 24' - 3" 1' - 5" 1' - 5" 1' - 5" 32' - 6" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 1" 14' - 9 1/4" 10' - 5 3/4" 6' - 2" 13' - 9" 17' - 8" 20' - 7" L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B MP1
MP3
02 01 02
01 02 02 01 02

01.896A
A1 XSA1

01.995
C5 XDA0
MP2MP4
MP3 MP2 MP3 MP4
MP2
E3

3.5 LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
L3 L3 L3 L3
L3
L3
L1B L1B L1BL1B L1B L1B
L3 L3
L1AL1A L1B L1B
L1B L1B
L3 L3
6' - 10" 6' - 0"

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1A
L1B L1A L1A L1B L1A L1A
L1A L1B L1A L1A
L1B L1A L1A
L1A L1B L1A
L1A L1AL1A
MP1
25 02
8' - 0"
26 26
02 02 02

01.915C
A1 XSD0

01.820C
A1 XSA1

01.815B
A1 XSE0

01.417B
A1 XSA0
MP2MP4MP3
MP2MP3MP4
MP4
MP3

3.5 L3 L3 L3 L3
LEVEL 01
0' - 0"

E D C B A

PENTHOUSE
93' - 2"
G F.3
LEVEL 02
30' - 0"
F.9 F.5 F B.6 A.1
20 20
20 20 20
E.1 C.1
LEVEL 03
60' - 0"
E.7
1' - 5" 22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11" 1' - 5" 12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3
25 01.164B
A1 XSE0

01.194A
A1 XSA1

01.164D
C1 XDA0

01.110A
A1 XSA1
MP1
MP1
MP2 MP2
MP3
MP4 MP4
LEVEL 01
0' - 0"

A B C D E

PENTHOUSE
93' - 2"
F.3 G
LEVEL 02
30' - 0"
T.O. PARAPET
68' - 0"
A.1 B.6 F F.5 F.9
MP1
20 20
20 C.1 E.1
LEVEL 03
60' - 0"
E.7
1' - 5" 31' - 9" 12' - 0" 8' - 6" 15' - 6" 6' - 3" 30' - 3" 22' - 0" 12' - 8" 1' - 5"
22' - 11" 9' - 11" 14' - 0" 5' - 2" 22' - 5" 1' - 5"
B.3 D.6
E2 E2 E2 E2 E1 E1
25 02 02
8' - 3"
E2 E1

01.940
A5 XSA2

01.985A
C5 XDA0
MP4
MP4
MP1
MP1 MP1 MP1 MP1
MP3
MP2
02 02
LEVEL 01
0' - 0"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"

0.9 0.8

LINE OF WEST ELEVATION (SHADED)
1' - 5"
CANOPY
MP1EXTERIOR FINISH LEGENDMP2MP3MP4
EXTERIOR FINISH LEGEND:

MP2MP1
9960 XL DARK BRONZEBOD: CENTRIA FORMA WALLDARK BRONZE COLOR SMOOTH EXTERIOR TEXTURE FLUOROFINISH COATING200 DEEP BLUE SEABOD: CENTRIA FORMA WALLDEEP BLUE COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING MP3
179 REGAL WHITEBOD: CENTRIA FORMA WALLWHITE COLOR SMOOTH EXTERIOR TEXTURE MP4
9960 XL MEDIUM GRAYBOD: CENTRIA FORMA WALLMEDIUM GRAY COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING MP5 BOD: CENTRIA PARADIGM METAL PANEL
9918 DOVE GRAY; 9989 PLATINUM SUNDACNE AM COATING; 9989 PLATINUM SUNDANCE MICA COATING DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:00:53 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL EXTERIOR ELEVATIONS
A600
55 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A600
1 ARCHITECTURAL NORTH EXTERIOR ELEVATION
1" = 20'-0" A600
2 ARCHITECTURAL SOUTH EXTERIOR ELEVATION
1" = 20'-0" A600
4 ARCHITECTURAL EAST EXTERIOR ELEVATION
1" = 20'-0" A600
3 ARCHITECTURAL WEST EXTERIOR ELEVATION

SHEET NOTES - EXTERIOR ELEVATIONS
# SHEET NOTE
01 THROUGH WALL SCUPPER AND DOWN BEHIND METAL PANEL. OFFSET DOWNSPOUT TO CENTER ON GRID BETWEEN LOUVERS PREFINISHED TO MATCH ADJACENT LOUVER COLOR. TYP.02 THROUGH WALL SCUPPER AND DOWN SPOUT. OFFSET DOWNSPOUT TO CENTER ON GRID BETWEEN LOUVERS BELOW. PREFINISHED TO MATCH ADJACENT WALL COLOR. TYP.03 DOCK SEAL, TYP.06 WINDOW TYPE 'E1', RE: WINDOW SCHEDULE. MULLION FINISH AND COLOR TO MATCH EXTERIOR LOUVER FINISH.07 WINDOW TYPE 'E3', RE: WINDOW SCHEDULE. MULLION FINISH AND COLOR TO MATCH EXTERIOR LOUVER FINISH.08 EXTERIOR DOORS TO BE PAINTED TO MATCH COLOR OF WALL IN WHICH THEY OCCUR TYP.09 METAL PANEL SYSTEM REVEALS TYP12 BUILDING ENTRY STOREFRONT DOOR AND GLAZING.13 LINE OFSCREEN WALL (DASHED). REFER TO PROVIDED ELEVATIONS FOR ADDITIONAL INFORMATION.18 6" HIGH STEEL LETTERS, PIN MOUNTED TO TILT UP PANEL; PAINTED TO MATCH EPT320 WALL PACK EXTERIOR LIGHT FIXTURE; CENTER OVER DOOR OR OVER LOUVERS OR WITHIN PANEL, WHERE APPLICABLE; RE: ELECTRICAL DRAWINGS25 METAL PANEL TYPE 5 (TO BE DETERMINED)26 WALL CUTOUTS TO BE COORDINATED WITH MEP. 1" = 20'-0" A600
5 ARCHITECTURAL NORTH EXTERIOR ELEVATION - BEYOND

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
3 A500
LEVEL 02
30' - 0"
A602
1 LEVEL 03
60' - 0"
L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1BL1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B 16 15.9 15 14 13 12 11 10 9 8 7 6 5 4 3.2 3 2.6 2 1.1 1 0.9 0.8 24' - 3" 1' - 5" 1' - 5" 1' - 5" 32' - 6" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 1" 14' - 9 1/4" 10' - 5 3/4" 6' - 2" 13' - 9" 17' - 8" 20' - 7" 4 A500
L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B MP1
MP3
02 01 02
01 02 02 01 02
6 A603
5 A603
3 A603
2 A603

01.896A
A1 XSA1

01.995
C5 XDA0
MP2MP4
MP3 MP2 MP3 MP4
MP2
E3

3.5 TOP OF PARAPET
100' - 0"
A738
9 A734
4 6' - 10"
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
3 A500
LEVEL 02
30' - 0"
A602
2 LEVEL 03
60' - 0"
L3 L3 L3 L3
L3
L3
L1B L1B L1BL1B L1B L1B
L3 L3
L1AL1A L1B L1B
L1B L1B
L3 L3
6' - 10" 6' - 0"

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 4 A500
L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1A
L1B L1A L1A L1B L1A L1A
L1A L1B L1A L1A
L1B L1A L1A
L1A L1B L1A
L1A L1AL1A
MP1
25 02
8' - 0"
26 26
02 02 02
4 A604
3 A604

01.915C
A1 XSD0

01.820C
A1 XSA1

01.815B
A1 XSE0

01.417B
A1 XSA0
MP2MP4MP3
MP2MP3
MP4
MP4
MP3

3.5 L3 L3 L3 L3

TOP OF PARAPET
100' - 0"
A734
4 03.846
F1 XCA0

03.847
F1 XCA0
LEVEL 01
0' - 0"

E D C B A

PENTHOUSE
93' - 2"
G F.3
LEVEL 02
30' - 0"
1 A500
F.9 F.5 F B.6 A.1
20 20
20 20 20
E.1 C.1
LEVEL 03
60' - 0"
E.7
1' - 5" 22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11" 1' - 5" 12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3
2 A500
25 5
A604
1 A603
2 A605

01.164B
A1 XSE0

01.194A
A1 XSA1

01.164D
C1 XDA0

01.110A
A1 XSA1
MP1
MP1
MP2 MP2
MP3
MP4 MP4

TOP OF PARAPET
100' - 0"

03.164B
E1XCM0

02.164B
E1XCM0

01.164C
E1XCM0

01.164A
E1XCM0

02.164A
E1XCM0

03.164A
E1XCM0
20 20
LEVEL 01
0' - 0"

A B C D E

PENTHOUSE
93' - 2"
F.3 G
LEVEL 02
30' - 0"
T.O. PARAPET
68' - 0"
1 A501
A.1 B.6 F F.5 F.9
MP1
20 20
20 C.1 E.1
LEVEL 03
60' - 0"
E.7
1' - 5" 31' - 9" 12' - 0" 8' - 6" 15' - 6" 6' - 3" 30' - 3" 22' - 0" 12' - 8" 1' - 5"
22' - 11" 9' - 11" 14' - 0" 5' - 2" 22' - 5" 1' - 5"
B.3 D.6
2 A500
E2 E2 E2 E2 E1 E1
25 02 02
8' - 3"
E2 E1
2 A604
1 A604
3 A605
2 A605

01.940
A5 XSA2

01.985A
C5 XDA0
MP4
MP4
MP1
MP1 MP1 MP1 MP1
MP3
MP2
A601
5 A601
4 02 02

TOP OF PARAPET
100' - 0"
REFER 1/A731 FOR CANOPY DETAIL
LEVEL 01
0' - 0"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"

0.9 0.8

LINE OF WEST ELEVATION (SHADED)
1' - 5"
CANOPY
1" = 20'-0" A600
1 ARCHITECTURAL NORTH EXTERIOR ELEVATION
1" = 20'-0" A600
2 ARCHITECTURAL SOUTH EXTERIOR ELEVATION
1" = 20'-0" A600
4 ARCHITECTURAL EAST EXTERIOR ELEVATION
1" = 20'-0" A600
3 ARCHITECTURAL WEST EXTERIOR ELEVATION

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
T.O. PENTHOUSE
108' - 2" T.O. PARAPET
100' - 0"

PERFORATED METAL SCREEN
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
T.O. PENTHOUSE
108' - 2" T.O. PARAPET
100' - 0"
MP-01MP-02MP-03MP-04METAL PANEL (MP):PERFORATED METAL SCREEN

A METAL SCREEN STANDALONE STRUCTURE
GL-01EXTERIOR GLAZING (GL):

PVB LAMINATED GLASSCOLOR: FROSTED/TINTED
EXTERIOR MATERIALS LEGEND:
9960 XL DARK BRONZEDARK BRONZE COLOR SMOOTH EXTERIOR TEXTURE FLUOROFINISH COATING200 DEEP BLUE SEADEEP BLUE COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING179 REGAL WHITEWHITE COLOR SMOOTH EXTERIOR TEXTURE 9960 XL MEDIUM GRAYMEDIUM GRAY COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:51:45 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL EXTERIOR ELEVATION
A610
58 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A610
2 ARCHITECTURAL EAST EXTERIOR ELEVATION
1" = 20'-0" A610
1 ARCHITECTURAL WEST EXTERIOR ELEVATION

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
UP
1234567
ABCD

5.1 01.107A
A1 XSD0

01.111
A3 XSA0

01.117C
A1 VSE0

01.114A
C1 XDA0

01.113A
C1 XDA0

01.107C
E1XCM0
30' - 8" 32' - 0" 32' - 0" 31' - 0" 9' - 0" 25' - 8" 29' - 0" 20' - 0" 11' - 0" 47' - 8"
189' - 4"
78' - 8"
RO
10' - 0" 3' - 2"
RO
3' - 5" 1' - 4"
RO
3' - 5"
1' - 4" A710 5
TYP
TYP
A901 42
A500 3
A500
1 A500
A501 1
A600
4 A600 2
A600 1
A600
3 LINE OF PARAPET ABOVE
RO
3' - 5" 7' - 4"
12' - 1 1/2"
RO
6' - 5" 3' - 10"
RO
6' - 5"
2' - 2 1/2"
2' - 4"
MO
3' - 5" 8' - 2 1/2"
SIDE WALK, REF:CIVIL
SIDE WALK, REF:CIVIL
116
1 A601 2
A601
190' - 8"

01.100
A1 XSA2
16' - 6 1/2"
A600
5 6
7 162
162 1' - 5"
SG4
A710 4
3 A601

SIDE WALK REFER CIVIL
W1
W1
W1
A750 1
1HR FIRE BARRIER

FLOOR PLAN LEGEND

BRACKET MOUNTED PORTABLE

FIRE EXTINGUISHER
2HR FIRE BARRIER
FE

DOOR NUMBER

DOOR HARDWARE SET NUMBER

LK-XX STANDARD LOCKER SYSTEM

CR CARD READER

01.546.A
A8M02A

DOOR ELEVATION

GENERAL NOTES - FLOOR PLAN

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. ARCHITECTURAL ELEVATIONS ARE BASED ON MAIN FLOOR
LEVEL 0'-0" = CIVIL FINISH FLOOR ELEVATION, SEE CIVIL
OR F.F.E.

WHERE ENLARGED PLANS ARE PROVIDED, DETAILED

DIMENSIONS AND OTHER INFORMATION WILL BE FOUND ON THE
ENLARGED PLAN, UNLESS OTHERWISE INDICATED.

ALL STRUCTURAL STEEL EXPOSED TO VIEW WILL CONFORM TO
A.E.S.S. SPECIFICATIONS.

REFER TO A710 FOR EXTERIOR WALL, ROOF AND
FLOOR ASSEMBLIES.

CONTRACTOR TO COORDINATE REQUIREMENTS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE

ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF
ANY DISCREPANCIES.

LOCATE DOOR FRAMES 6" FROM FACE OF INSIDE CORNER OF

PARTITION UNLESS OTHERWISE DIMENSIONED , OR AS
REQUIRED TO COORDINATE WITH BUILDING INFRASTRUCTURE.
15 MIL VAPOR BARRIER TO BE PLACED UNDER THE BUILDING
SLAB ON GRADE.

REFER TO SHEET A750 FOR SITE DETAILS.

ALL FIBER AND CABLE PENETRATIONS THROUGH RATED WALLS
TO HAVE APPROVED ASSEMBLIES. VERIFY WITH AWS DE.

PURCHASE AND INSTALL ADHERED 48" TALL STAINLESS STEEL

CORNER GUARDS ABOVE THE WALL BASE, TIGHT TO THE WALL,
AT ALL OUTSIDE CORNERS.

PROVIDE ROOF DAVITS FOR FUTURE MAINTENANCE TIE-OFF.

G.C. SHALL COORDINATE EXACT INSTALL DIMENSIONS IN FIELD TO ENSURE DAVIT IS 8" ABOVE THE ROOF SURFACE AND
PROPERLY FLASHED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING WALL, DOOR,

AND FIRE/SMOKE STOPPING CONSTRUCTION THROUGHOUT

THE BUILDING, WHICH MEETS THE REQUIREMENTS OF THE UL
LISTED ASSEMBLIES SPECIFIED. UPON COMPLETION OF THIS

CONSTRUCTION, THE FIRE PROTECTION CONTRACTOR WILL

PROVIDE FAN INTEGRITY TESTING IN COMPLIANCE WITH
NFPA-2001 AND THE REQUIREMENTS SET FORTH IN THE FIRE
SUPPRESSION DRAWINGS & OWNER'S NETWORK STANDARDS.

SHOULD A SPACE NOT MEET THE REQUIREMENTS OF THE

TESTING, THE CONTRACTOR, AT NO ADDITIONAL COST TO THE

OWNER, SHALL PROVIDE FOR ANY MODIFICATIONS REQUIRED

IN THE CONSTRUCTION (WHICH MEET THE SPECIFICATIONS

FOR THE PROJECT) TO ENSURE THE REQUIREMENTS OF THE
FAN INTEGRITY TEST ARE MET. ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE OWNER.

CONTRACTOR TO COORDINATE REQUIREMENTS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE

PAD LOCATIONS SHOWN ARE FULLY COORDINATED WITH THE

EQUIPMENT TO BE INSTALLED FOR LOCATION, SIZE,
PENETRATIONS, ETC. NOTIFY ARCHITECT / ENGINEER
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

REFER TO A901 DOOR SCHEDULE FOR DOOR & FRAME
FINISHES, AND THRESHOLD INFORMATION. ALL THRESHOLDS &

MATERIAL TRANSITIONS AT DOORS SHALL BE CENTERED
BELOW THE DOOR IN ITS CLOSED POSITION.

REFER TO LATEST GEOTECHNICAL REPORT FOR UNDER-SLAB
VAPOR BARRIER DETAIL AND EXTENTS.

TRUE
NORTH
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT: PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:03:37 AM
As indicated
0 HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING B SHELL

ARCHITECTURAL CORE & SHELL OVERALL FLOOR
PLAN
A210
005
SKIDC v1.0

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/8" = 1'-0" A210 1
ARCHITECTURAL CS LEVEL 01 OVERALL PLAN

KEYPLAN

OVERALL

SHEET KEYNOTE LEGEND

KEY KEYNOTE TEXT
116 STEEL STAIR AND ACCESS PLATFORMS ARE
BY DELEGATED DESIGN. REFER TO EXTERIOR

STAIR AND EQUIPMENT ACCESS PLATFORM

GENERAL NOTES ON THIS SHEET
162 TYP. NON REMOVABLE BOLLARD, SEE DETAIL
11/A750
MARK DATE DESCRIPTION 0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

GENERAL NOTES - ROOF PLAN
A.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION, AND NOTIFY

THE ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF
ANY DISCREPANCIES.

REFER TO ENGINEERING DRAWINGS FOR FULL SCOPE OF
WORK.

ROOF CURBS FOR EQUIPMENT SHALL BE FURNISHED WITH
WEATHERPROOF CAPS.

COORDINATE ALL REQUIRED ROOF SCOPE w/ MEP TRADES,

INCLUDING BUT NOT LIMITED TO PLUMBING, VENTS, POWER
CONDUITS, ETC.

ALL PENETRATIONS (PIPING, VENTS, ETC.) CREATED IN THE
ROOF SHALL BE DETAILED IN ACCORDANCE w/ THE ROOFING

MANUFACTURER'S RECOMMENDATIONS & STANDARD
DETAILS, SHALL BE CONSISTENT w/ THE WARRANTY OF THE

ROOFING ASSEMBLY, AND SHALL NOT REDUCE OR VOID THE
WARRANTY IN ANY MANNER.

PROVIDE ROOF DAVITS FOR FUTURE MAINTENANCE TIE-OFF.

G.C. SHALL COORDINATE EXACT INSTALL DIMENSIONS IN
FIELD TO ENSURE DAVIT IS 8" ABOVE THE ROOF SURFACE
AND PROPERLY FLASHED.
1234567
ABCD

5.1 2
A500 3
A500
1 A500
20' - 0" 11' - 0" 47' - 8"
30' - 8" 32' - 0" 32' - 0" 31' - 0" 9' - 0" 25' - 8" 29' - 0" 189' - 4"
78' - 8"
202

SAFETY TIEBACK,
SEE 7/A761

SAFETY TIEBACK,
SEE 7/A761
202 202
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
A501 2
203 203 203
203
203 203
203 203 203 203 203 203
213
203 203
SLOPE 1/4" / 12" SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
203
203
8 A761
202
200 201 200 201 200 200 201
200 201 200 201 200 201 200 201 3
A601
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
11' - 6"
10' - 0"
14' - 6 1/2" 9' - 6 1/4"
3' - 0" 12' - 8"
2' - 2"
1' - 2"
11' - 1 1/2"
13' - 2"
3' - 0" 16' - 0" 2' - 4" 3' - 0"
153
153
153
153
203
203
CLR
7' - 0"
CLR
7' - 0"
CLR
7' - 0"
CLR
7' - 0"
153
4 A761
4 A761
4 A761
16' - 4 1/2" 22' - 7 1/2"
201

RESERVED SOLAR AREA FOR FUTURE USE
ROOF AREA: 14,894.22 SF
SOLAR AREA REQUIREMENT (15% ROOF AREA): 2,234.13 SF
AVAILABLE SOLAR AREA SPACE: 2,235 SF
ESTIMATED SOLAR ARRAY WEIGHT (5LB/SF): 447 LB
2,235 SF
15' - 8"
15' - 9 1/4" 15' - 9 1/4" 19' - 4 1/2"
185 185 185
185
8' - 3 1/2" 10' - 7 1/4" 3' - 0" 15' - 5 1/2" 3' - 0"
185
185
A750 1
3' - 0 3/4"

ROOF PLAN LEGEND

TAPERED ROOF INSULATION

RESERVED SOLAR AREA FOR

FUTURE USE
TRUE
NORTH
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT: PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:03:40 AM
As indicated
0 HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING B SHELL

ARCHITECTURAL ROOF OVERALL PLAN
A290
006
SKIDC v1.0

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/8" = 1'-0" A290 1

ARCHITECTURAL CS ROOF PLAN

KEYPLAN

OVERALL

SHEET KEYNOTE LEGEND

KEY KEYNOTE TEXT
153 PROVIDE ROOF PROTECTION WALKWAYS PADS 3' WIDE TYP,UON.

PROVIDE SADDLES WITH TAPERED INSULATION WHERE SHOWN
HATCHED. SEE TYPICAL DETAIL ON SHEET 3/A710.
185 PREMANUFACTURED CURB FOR FUTURE EQUIPMENT;
RE:MECHANICAL FOR DIMENSIONS AND LOCATIONS, GC TO

COORDINATE FINAL OPENINGS WITH EQUIPMENT
MANUFACTURER; PROVIDE CURB CAPS FOR ALL EQUIPMENT NOT
INSTALLED DURING INITIAL BUILD-OUT PHASE.
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND DOWNSPOUT

ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF MAIN

THROUGH WALL SCUPPER DRAINAGE
202 SINGLE PLY ROOFING MEMBRANE ON COVER BOARD, OVER R-20 POLYISO INSUL. OVER COVER BOARD ON STRL. MTL. DECK.FLASH AND SEAL ALL ROOF PENETRATIONS WATER TIGHT. RE: A710 FOR TYPICAL ROOF DETAILS. PENETRATIONS SHOULD HAVE MINIMUM
12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS AND OTHER

PENETRATIONS
203 CRICKET GRAPHICALLY INDICATED TO PROPERLY SLOPE STORM

WATER TO THRU-WALL SCUPPERS AND GENERALLY CREATE

EQUAL STORM WATER DISTRIBUTION TO THE ROOF SCUPPERS
213 SLOPED ROOF RIDGE LINE.

MARK DATE DESCRIPTION 0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

LEVEL 01
0' - 0"
1 2 3 4 5 6 7

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"

5.1 6' - 8 3/4" 18' - 10 1/4"
30' - 8" 32' - 0" 32' - 0" 31' - 0" 9' - 0" 25' - 8" 29' - 0"

PREFINISHED METAL

COPING CAP, TYP
189' - 4"
25' - 7"
9' - 0"
1/2" X 1/2" SECURITY MESH
200 201 200 201 200 201 200 201
514
515
514 514 514 514 514
T1 T1
EQ 3' - 6" EQ
12' - 8" 12' - 11"
2' - 7"
4' - 0" 8' - 0" 8' - 0" 8' - 0" 6' - 8" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 4' - 0" 28' - 0" 30' - 8" 24' - 0" 24' - 0" 32' - 0" 24' - 0" 28' - 0" 515
3 A601
A750
6 1' - 4"
LEVEL 01
0' - 0"
7 6 5 4 3 2 1

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"

5.1 29' - 0" 25' - 8" 9' - 0" 31' - 0" 32' - 0" 32' - 0" 30' - 8"

01.111
A3 XSA0

PREFINISHED METAL

COPING CAP, TYP
189' - 4"
T1
514
515
T1
18' - 10 1/4" 6' - 8 3/4"
25' - 7"
514 514 514 514 514
28' - 10" 32' - 0" 23' - 6 1/2" 32' - 0" 24' - 0" 24' - 0" 26' - 3 1/2" 4' - 10" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ 8' - 0" 8' - 0" EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 2' - 3 1/2" 515 201 200 200 201 200 201 200 11' - 4"
3 A600 A601
8 A750
4 BUILDING NUMBER &

LOCATION TO BE

CONFIRMED BY
TENANT
201
LEVEL 01
0' - 0"

A B C D

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
20' - 0" 11' - 0" 47' - 8"
2' - 1"

01.107A
A1 XSD0

01.107C
E1XCM0
18' - 10 1/4"

PREFINISHED METAL

COPING CAP, TYP
25' - 7"
78' - 8"
14' - 0"
9' - 0"
1/2" X 1/2" SECURITY MESH
514
T1
12' - 8" 12' - 11"
23' - 4" 32' - 0" 23' - 4"
EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ 514 514
515
514
515
1 A601
2 A601
LEVEL 01
0' - 0"

D C B A

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
25' - 7"
47' - 8" 11' - 0" 20' - 0"

01.114A
C1 XDA0

PREFINISHED METAL

COPING CAP, TYP

01.113A
C1 XDA0
78' - 8"
9' - 0"
1/2" X 1/2" SECURITY MESH
6' - 8 3/4" 18' - 10 1/4"
T1

OPEN TO
BEYOND
514
23' - 4" 24' - 0" 31' - 4"
EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ 514 514 514 2' - 7"
515

CANE DETECTION RAIL
80" MIN.
527

GENERAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. ARCHITECTURAL ELEVATIONS ARE BASED ON MAIN FLOOR
LEVEL 0'-0" = CIVIL FINISH FLOOR ELEVATION, SEE CIVIL FOR FFE

ALL STRUCTURAL STEEL EXPOSED TO VIEW WILL CONFORM
TO A.E.S.S. SPECIFICATIONS.

REFER TO A710 FOR EXTERIOR WALL, ROOF ASSEMBLIES.

EXTERIOR WALLS ARE TILT-UP WALL ASSEMBLIES UNO

FOR ROUGH OPENING DIMENSIONS OF LOUVERS AND
HOLLOW METAL DOOR/ WINDOWS, REFER A901.

CONTRACTOR TO COORDINATE REQUIREMENTS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE

ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF ANY
DISCREPANCIES.

EXTERIOR CONCRETE WALLS ARE TO RECEIVE TEXTURED

PAINT OR CONCRETE SEALER TO MATCH EXISTING CAMPUS
BUILDINGS.

REFER TO PANEL JOINT DETAILS SHEET A710.

EXTERIOR FINISH LEGEND

TYPICAL OFF-WHITE FIELD COLOR EXTERIOR

TEXTURE ACRYLIC COATING
SW 7043 'WORDLY GRAY'
T1
T1 SW 7043 'WORDLY GRAY'
LEVEL 01
0' - 0"
A

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
6' - 8 3/4" 18' - 10 1/4"

PREFINISHED METAL

COPING CAP, TYP
T1
14' - 3" 11' - 4"

FLAT SOFFIT EXTERIOR ALUMINIUM

INTERLOCKING DECKING
LEVEL 01
0' - 0"
5 T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
18' - 10 1/4" 6' - 8 3/4"
T1
3 A601

FLAT SOFFIT EXTERIOR ALUMINIUM

INTERLOCKING DECKING
12' - 0"
LEVEL 01
0' - 0"
A

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
6' - 8 3/4" 18' - 10 1/4"

01.100
A1 XSA2

PREFINISHED METAL

COPING CAP, TYP
T1

FLAT SOFFIT EXTERIOR ALUMINIUM

INTERLOCKING DECKING
7 0' - 2"

BUILDING NUMBER & LOCATION
TO BE CONFIRMED BY TENANT.

REFER TO EXTERIOR BUILDING
SIGNAGE SCHEDULE A750
1/8" = 1'-0" A600
1 ARCHITECTURAL CS SOUTH ELEVATION
1/8" = 1'-0" A600
2 ARCHITECTURAL CS NORTH ELEVATION
1/8" = 1'-0" A600
3 ARCHITECTURAL CS WEST ELEVATION
1/8" = 1'-0" A600
4 ARCHITECTURAL CS EAST ELEVATION
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:03:46 AM
As indicated 0
HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING B SHELL

ARCHITECTURAL EXTERIOR ELEVATIONS
A600
009
SKIDC v1.0

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

SHEET KEYNOTE LEGEND

KEY KEYNOTE TEXT
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND

DOWNSPOUT ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO
SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF

MAIN THROUGH WALL SCUPPER DRAINAGE
514 CONCRETE PANEL CONTROL JOINT TYP, REF. 4/A710
515 CONCRETE PANEL REVEAL TYP, REF. 6/A710
527 WALL CUTOUTS TO BE COORDINATED WITH MEP.
1/8" = 1'-0" A600
5 ENTRY VESTIBULE WEST ELEVATION
1/8" = 1'-0" A600
6 ENTRY VESTIBULE NORTH ELEVATION
1/8" = 1'-0" A600
7 ENTRY VESTIBULE EAST ELEVATION
1" = 1'-0" A600
8 EXTERIOR SIGNAGE DETAIL

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :
1 AB
9' - 4"
M.O.
4' - 8" 23' - 4"
1' - 4"
M.O.
4' - 8" 4' - 0"
M.O.
3' - 4" 24' - 8"
M.O.
3' - 4"
0' - 8"
EW1 EW1
EW1

PRE-ENGINEERED

CANOPY ABOVE
M.O.
4' - 8" 9' - 4"
29' - 4"
201 200
3 C
2 4' - 0" 4' - 8"
M.O.
6' - 11 1/4"
6' - 0" 12' - 8" 4' - 8"
M.O.
10' - 8"
10' - 0"
104
A1E-006A
108
A1E-006A
EW1
EW1
52' - 8"
W2 W2
W2
W3 W2
W2 W2
W4 W4 W2
7' - 11 1/2" 7' - 2 1/4"
35' - 4"
0' - 7 1/4" 8' - 4 3/4" 0' - 7 1/4" 8' - 2 3/4" 5' - 4 3/4" 10' - 9
3/4"
A400 1
A400
3 A400 2
A400
4 1
A410
1 A500
2 A410
W2
W2
189 189
189
42' - 0" 9' - 4"
6' - 0" 28' - 0"
1 AB
6' - 0" 28' - 0"
42' - 0"
4 A620
A620
11 1
A500
203
203
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
200 201
3 C

PREFINISHED SHEET METAL COPING
2 PREFINISHED METAL COPING CAP, TYP.

PRE-ENGINEERED
CANOPY
42' - 0" 9' - 4" SLOPE 1/4"/12" 9
A620
9 A620

RESERVED SOLAR AREA FOR FUTURE USE
ROOF AREA: 1,490.67 SF
SOLAR AREA REQUIREMENT (15% ROOF AREA): 223.60 SF
AVAILABLE SOLAR AREA SPACE: 250 SF
ESTIMATED SOLAR ARRAY WEIGHT (5LB/SF): 50 LB
250 SF
185

GENERAL NOTES - FLOOR PLAN

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

REFER TO GENERAL NOTES ON A001
REFER TO A010 FOR FIRE RATING AND LIFE SAFETY
INFORMATION.

ALL DIMENSIONS ARE TO FACE OF STRUCTURE, UOI
REFER TO A600 FOR EXTERIOR WALL ASSEMBLIES
REFER TO A600 FOR ROOF & FLOOR ASSEMBLIES

ALL SPOT ELEVATIONS ARE TO TOP OF ROOFING MEMBRANE
OR TOP OF PARAPET COPING UOI.

CONTRACTORS TO COORDINATE REQUIREMETS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR TO VERIFY IN FIELD ALL DIMENSIONS AND

CONDITIONS PRIOR TO CONSTRUCTION
'PT01' IS TYPICAL PAINT FINISH FOR ALL SPACES. 'P3' TO BE

APPLIED UNLESS OTHERWISE NOTED ON PLANS FOLLOW

FINISH SHEDULE PER FINISH LEGEND

REFER TO LATEST GEOTECHNICAL REPORT FOR UNDER-SLAB
VAPOR BARRIER DETAIL AND EXTENTS.
1HR FIRE BARRIER

FLOOR PLAN LEGEND

01.546.A
C1 NSE1

DOOR NUMBER

DOOR HARDWARE SET NUMBER

DOOR ELEVATION
1 A6B PARTITION TAG
E1 WINDOW TAG
CMU

GENERAL NOTES - ROOF PLAN
A.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION, AND NOTIFY

THE ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF
ANY DISCREPANCIES.

REFER TO ENGINEERING DRAWINGS FOR FULL SCOPE OF
WORK.

ROOF CURBS FOR EQUIPMENT SHALL BE FURNISHED WITH
WEATHERPROOF CAPS.

COORDINATE ALL REQUIRED ROOF SCOPE w/ MEP TRADES,

INCLUDING BUT NOT LIMITED TO PLUMBING, VENTS, POWER
CONDUITS, ETC.

ALL PENETRATIONS (PIPING, VENTS, ETC.) CREATED IN THE
ROOF SHALL BE DETAILED IN ACCORDANCE w/ THE ROOFING

MANUFACTURER'S RECOMMENDATIONS & STANDARD
DETAILS, SHALL BE CONSISTENT w/ THE WARRANTY OF THE

ROOFING ASSEMBLY, AND SHALL NOT REDUCE OR VOID THE
WARRANTY IN ANY MANNER.

PROVIDE ROOF DAVITS FOR FUTURE MAINTENANCE TIE-OFF.

G.C. SHALL COORDINATE EXACT INSTALL DIMENSIONS IN
FIELD TO ENSURE DAVIT IS 8" ABOVE THE ROOF SURFACE
AND PROPERLY FLASHED.

ROOF PLAN LEGEND

TAPERED ROOF INSULATION

RESERVED SOLAR AREA FOR

FUTURE USE
TRUE
NORTH
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT: PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:17:36 AM
As indicated
0 HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING C SHELL

ARCHITECTURAL CORE & SHELL OVERALL FLOOR
PLAN
A200
OPTDC vX.X

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/4" = 1'-0" A200 1

ARCHITECTURAL FLOOR PLAN
1/4" = 1'-0" A200 2

ARCHITECTURAL ROOF PLAN

KEYNOTE LEGEND
Key
Value Keynote Text
185 PREMANUFACTURED CURB FOR FUTURE EQUIPMENT;
RE:MECHANICAL FOR DIMENSIONS AND LOCATIONS, GC TO

COORDINATE FINAL OPENINGS WITH EQUIPMENT
MANUFACTURER; PROVIDE CURB CAPS FOR ALL EQUIPMENT
NOT INSTALLED DURING INITIAL BUILD-OUT PHASE.
189 FURRING WALL TO BE CONSTRUCTED IN TI PHASE
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND DOWNSPOUT

ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF MAIN

THROUGH WALL SCUPPER DRAINAGE
203 CRICKET GRAPHICALLY INDICATED TO PROPERLY SLOPE

STORM WATER TO THRU-WALL SCUPPERS AND GENERALLY

CREATE EQUAL STORM WATER DISTRIBUTION TO THE ROOF

SCUPPERS
MARK DATE DESCRIPTION 0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

LEVEL 01
0' - 0"
B A

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
17' - 4" 8"
PREFINISHED METAL COPING CAP, TYP.
6' - 0" 28' - 0"
200
C
EW1
10' - 8" 16' - 0" 8' - 8" CONTROL JOINT CONTROL JOINT
3' - 4"
T1
LEVEL 01
0' - 0"
A B

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
17' - 4" 8"

PREFINISHED METAL
COPING CAP, TYP.
10' - 0" CLEAR
28' - 0" 6' - 0"
200
C

PRE-ENGINEERED CANOPY
EW1
9' - 4" 11' - 4" 8' - 8" 6' - 0 1/2" CONTROL JOINT CONTROL JOINT 3' - 4"
7' - 3 1/4"

OPEN TO BEYOND
T1
LEVEL 01
0' - 0"
1 EW1 EW1

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
8" 17' - 4"
A620
1 200 201
1 A500
3 2
PREFINISHED METAL COPING CAP, TYP.
9' - 4" 42' - 0"
3' - 4"
7' - 4" 18' - 8" 19' - 4" 7' - 4" CONTROL JOINT CONTROL JOINT CONTROL JOINT 5' - 9 3/4" 2' - 0"
T1
LEVEL 01
0' - 0"
1 EW1

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
17' - 4" 8"
PREFINISHED METAL COPING CAP, TYP.

PRE-ENGINEERED CANOPY
2 A500
2 3
3' - 4"
42' - 0" 9' - 4"
10' - 0" CLEAR
104
A1E-006A
108
A1E-006A
16' - 8" 19' - 4" 16' - 8" CONTROL JOINT CONTROL JOINT 7' - 4 1/2" T1
CANOPY

DOWNSPOUT

GENERAL NOTES

1. CHAMFER ALL EXPOSED CONCRETE EDGES.

2. LINE OF FOOTINGS / FOUNDATIONS SHOWN (DASHED) ARE
FOR REFERENCE ONLY. REFER TO STRUCTURAL FOR
FOOTING / FOUNDATION ELEVATIONS, SIZES AND DETAILS.

3. ALL EXPOSED METAL TO BE PAINTED, UON, TYP.

LEGEND
GLASS
EW1 WINDOW
L2 LOUVER

GROUND FACE STRUCTURAL CMU WITH CLEAR

ACRYLIC SEALANT

TRENDSTONE - OREO CREAM MIDWEST
T1

TRENDSTONE GROUND FACE

CMU - 'OREO CREAM'
T1 DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:17:38 AM
As indicated 0
HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING C SHELL

ARCHITECTURAL EXTERIOR ELEVATIONS
A400
OPTDC vX.X

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/4" = 1'-0" A400
3 BUILDING ELEVATION- EAST
1/4" = 1'-0" A400
4 BUILDING ELEVATION- WEST
1/4" = 1'-0" A400
1 BUILDING ELEVATION- NORTH
1/4" = 1'-0" A400
2 BUILDING ELEVATION- SOUTH

KEYNOTE LEGEND
Key Value Keynote Text
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND DOWNSPOUT

ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF MAIN

THROUGH WALL SCUPPER DRAINAGE

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

HAYWARD INDUSTRIAL DESIGN GUIDELINES -

BUILDING DESIGN

1. Desirable massing on street facing building elevations includes variation in wall plane, variation in wall height, and roofs located at different levels in order to minimize the overall appearance of the elevation. In general,
building wall planes visible from a public street should not continue for more than 50-feet without a change in
building wall plane direction of 2-feet or more.

2. Design massing elements to be properly scaled and in proportion to one another in order to provide a balance between horizontal and vertical emphasis.

3. Organize street facing building massing so as to
emphasize interior uses of a building, such as the primary entry, building corners, or office space, through the use of varying roof height, windows, variation in materials, and other design treatments.

4. Provide articulation and detailing on all elevations of a building and include elements such as recesses,
columns, score lines, reveals, trellises, windows, lighting, or other features to create shadow patterns and depth on building elevations. Reuse of existing buildings may also include wall art or sculptural art elements.

5. Minimize blank wall planes on all elevations through the use of wall plane variation, trim or reveals, entry and
window openings, and/or varying colors and materials.

MASSING & ARTICULATION

6. Use window and door type, proportion, and colors and materials to complement the overall architectural style of the building.

7. Place windows on building elevations, such as clerestory windows, to allow for natural daylighting to occur within interior work areas and to break up massing and add
articulation to a building. WINDOWS & DOORS

8. Select building colors and materials to reinforce building design, detailing, and architectural form in order to
achieve harmony and continuity of the overall design.

9. Utilize accent colors for trim, windows, doors, and other key architectural elements, such as primary building
entries, to add visual interest to a building. 10. Apply materials in a manner that corresponds to variation in building massing. Wrap outside corners to avoid a tacked-on appearance

11. Use durable and high quality materials on building
exteriors, especially in areas near ground level.

COLORS AND MATERIALS
1 3
2 4
4 6
8 8
9 9
10 HAYWARD INDUSTRIAL DESIGN GUIDELINES -

BUILDING DESIGN

2. Design massing elements to be properly scaled and in proportion to one another in order to provide a balance between horizontal and vertical emphasis.

5. Minimize blank wall planes on all elevations through the use of wall plane variation, trim or reveals, entry and
window openings, and/or varying colors and materials.

MASSING & ARTICULATION

6. Use window and door type, proportion, and colors and materials to complement the overall architectural style of the building.

8. Select building colors and materials to reinforce building design, detailing, and architectural form in order to
achieve harmony and continuity of the overall design.

11. Use durable and high quality materials on building
exteriors, especially in areas near ground level.

COLORS AND MATERIALS
1 3
4 5
8 9
10 2
LEVEL 01
0' - 0"

01.896A
A1 XSA1

01.995
C5 XDA0
MP2MP4
MP3 MP2 MP3 MP4
MP2
E3

3.5 LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
L3 L3 L3 L3
L3
L3
L1B L1B L1BL1B L1B L1B
L3 L3
L1AL1A L1B L1B
L1B L1B
L3 L3
6' - 10" 6' - 0"

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1A
L1B L1A L1A L1B L1A L1A
L1A L1B L1A L1A
L1B L1A L1A
L1A L1B L1A
L1A L1AL1A
MP1
25 02
8' - 0"
26 26
02 02 02

01.915C
A1 XSD0

01.820C
A1 XSA1

01.815B
A1 XSE0

01.417B
A1 XSA0
MP2MP4MP3
MP2MP3MP4
MP4
MP3

3.5 L3 L3 L3 L3
LEVEL 01
0' - 0"

E D C B A

01.194A
A1 XSA1

01.164D
C1 XDA0

01.110A
A1 XSA1
MP1
MP1
MP2 MP2
MP3
MP4 MP4
LEVEL 01
0' - 0"

A B C D E

01.940
A5 XSA2

01.985A
C5 XDA0
MP4
MP4
MP1
MP1 MP1 MP1 MP1
MP3
MP2
02 02
LEVEL 01
0' - 0"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"

0.9 0.8

LINE OF WEST ELEVATION (SHADED)
1' - 5"
CANOPY
MP1EXTERIOR FINISH LEGENDMP2MP3MP4
EXTERIOR FINISH LEGEND:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
11 76 76
108' - 2"
T.O. PENTHOUSE
108' - 2"
T.O. PENTHOUSE
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
LEVEL 03 CSH
78' - 9 1/2"
14' - 4 1/2" 18' - 9 1/2" 30' - 0" 30' - 0"
2 B6A
2 2.6
2 B6A
ELEV #1

01.836
ELEV #1

02.836
ELEV #1

03.836
ELEV #1

04.836
111' - 10 7/16"
13' - 8 1/2" 33' - 2" 30' - 0" 30' - 0" 5' - 0"

PRESENT OVERHEAD

HEIGHT CAN
ACCOMMODATE 9'

HIGH ELEVATOR CAB
A501
11 15' - 0"
F.3
F.52
A501

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

02.820
2 B6A
B6A 2
2 B6A
B6A 2
2 2.6
DN

LANDING
4' - 9
" 9 EQUAL TREADS @11"= 8' - 3"

LANDING
5' - 9"
0' - 2"

B/W STRINGER
3' - 8"
0' - 2" 0' - 2"
0' - 4"

B/W STRINGER
3' - 8"
0' - 2"
UP

LANDING
5' - 8" 9 EQUAL TREADS @11"= 8' - 3"

LANDING
4' - 10 1/2"
F.3
F.52
A501

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

03.820
2 2.6

03.820
A4NSM0
2 B6A
B6A 2
2 B6A
B6A 2
DN
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"
0' - 4"
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"

LANDING
4' - 9" 11 EQUAL TREADS @ 11" = 10' - 1"

LANDING
3' - 10"
UP

LANDING
9' - 5 1/2"
5 EQUAL TREADS @ 11" = 14' - 7"

LANDING
4' - 9"
LEVEL 01
0' - 0"

BO ROOF DECK AT RIDGE
92' - 6"

PENTHOUSE
93' - 2"
LEVEL 01 CSH
18' - 9 1/2"
LEVEL 02
30' - 0"
LEVEL 02 CSH
48' - 9 1/2"
LEVEL 03
60' - 0"
LEVEL 03 CSH
78' - 9 1/2"
13' - 8 1/4 " 0' - 8" 13' - 8 1/2" 18' - 9 1/2" 11' - 2 1/2" 18' - 9 1/2" 11' - 2 1/2" 18' - 9 1/2"

PRE-ENGINEERED AND

PREFABRICATED

CONCRETE FILLED

STEEL STAIR

ASSEMBLY WITH

CHANNEL STRINGERS

AND RAILING SYSTEM

TO BE PAINTED
9 EQUAL RISER
5' - 2 3/4"
12 EQUAL RISER
6' - 11 3/4"
12 EQUAL RISER
6' - 11 3/4"
12 EQUAL RISER
6' - 11 3/4"
12 EQUAL RISER
6' - 11 3/4" 3' - 5 1/2"
11 EQUAL RISER
6' - 11"
11 EQUAL RISER
6' - 11"
12 EQUAL RISER
6' - 11"
10 EQUAL RISER
5' - 9 1/4" 5' - 2 1/4"
11 EQUAL RISER
6' - 4 1/4"
11 EQUAL RISER
6' - 4 1/4"
11 EQUAL RISER
6' - 4 1/4"
10 EQUAL RISER
5' - 9 1/4"
6 EQUAL
RISER

03.820
A4NSM0

04.820
A4NSM0
2 2.6

01.820A
A4NSM0
9 EQUAL
RISER
STAIR #1

01.820
STAIR #1

02.820
STAIR #1

03.820
STAIR #1

04.820

02.820A
A4NSM0 2' - 5 3/8"
15' - 0"
1 A501 F
10' - 5"
2 B6A 2 B6A
ELEV #1

02.836
10' - 1 1/4"

2.6 F.3
F.52
A501

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

01.820
2 B6A
B6A 2
B6A 2
2 B6A
2 2.6
DN
UP
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"
0' - 4"
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"

LANDING
5' - 8" 11 EQUAL TREADS @11"= 10' - 1"

LANDING
3' - 10"

LANDING
4' - 9 1/2" 9' - 2"

LANDING
4' - 8 1/2"
F.3
F.52
A501
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"
0' - 4" 0' - 2"

B/W STRINGER
3' - 8"
0' - 2"

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

01.820

01.820A
A4NSM0
2 B6A
B6A 2
2 B6A
B6A 2
2 2.6

LANDING
6' - 8 1/2" 9 EQUAL TREADS @11"= 8' - 3"

LANDING
3' - 11 1/2"

LANDING
4' - 11" 11 EQUAL TREADS @11"=10' - 1"

LANDING
4' - 10"
UP
1 A501 F
ELEV #1

01.836
3' - 2 1/2" 4' - 0" 3' - 2 1/2"
2 B6A
B6A 2
2 B6A
10' - 1 1/4"

2.6 B6A 2
1 A501 F
3' - 2 1/2" 4' - 0" 3' - 2 1/2"
10' - 1 1/4" 2 B6A 2 B6A
ELEV #1

03.836

2.6 F
3' - 9 1/4" 4' - 0" 2' - 7 3/4"
2 B6A 2 B6A

2.6 ELEV#1

04.836
F.3
F.52
A501
2 2.6
STAIR #1

04.820

FINISH WALL TO FINISH WALL
8' - 7"
1 A6Α
1 A6Α

04.820
A4NSM0
DN
0' - 2"

B/W STRINGER
3' - 8"
0' - 2" 0' - 2"
0' - 4"

B/W STRINGER
3' - 8"
0' - 2"
0' - 1 1/2"
8' - 4"
0' - 1 1/2"

LANDING
4' - 9" 8 EQUAL TREADS @11"= 7' - 4"

LANDING
6' -
9"

LANDING
3' - 10" 11 EQUAL TREADS @11"= 10' - 1"

LANDING
4' - 7"
+1" +1"
+1"
0"

SUMP GRATE

PIT LIGHT

PIT STOP SWITCH

PIT LIGHTS SWITCH
PIT LADDER (MF32)

GUIDE RAIL

PIPING TO OIL

SEPARATOR FOR

HYDRAULIC ELEVATOR

PIT LIGHT

CONVENIENCE GFI

OUTLET MOUNTED
MIN 12" ABOVE AND
18" AWAY FROM SUMP
SLOPE 1/8"/12"
SLOPE 1/8"/12"
SLOPE 1/8"/12"
2' X 2' X 2' SUMP
10' - 1 1/4"
10' - 5"
1 A501 F

2.6 5"
PIT LADDER REF-17/A721

ELEVATOR SILL SUPPORT
ANGLE

FLOOR SLAB

WATERSTOP TYPICAL AT

EACH BELOW GRADE

CONSTRUCTION JOINT

SHEET WATERPROOFING

MEMBRANE

PIT SLAB DESIGN PER
ASME A17.1 PARAGRAPH

2.1.2.3 REF TO SECTION

PIT DEPTH
CONT 1" WIDE

TERMINATION BAR SEAL

TOP WITH LIQUID

MEMBRANE
1" SLOPE TO SUMP

MUD SLAB

PRE-APPLIED

WATERPROOFING

MEMBRANE
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT: PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
12/20/2023 3:44:44 PM
As indicated
C
HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
90% DESIGN REVIEW
15DEC2023

HKS HKS

ESD GLOBAL

ADAM BRENDAMOUR
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300 chicago,
Illinois 60606

BUILDING A SHELL

ARCHITECTURAL ELEVATOR & STAIR PLANS &

SECTIONS
A501
48 OPTDCv2.1

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
3/16" = 1'-0" A501 1
SECTION - ELEVATOR #1
1/4" = 1'-0" A501 8
ENLARGED PLAN - STAIR #1 - LEVEL 02
1/4" = 1'-0" A501 6
ENLARGED PLAN - STAIR #1 - LEVEL 03
3/16" = 1'-0" A501 2
SECTION - STAIR #1
1/4" = 1'-0" A501 7
ENLARGED PLAN - ELEVATOR #1 - LEVEL 02
1/4" = 1'-0" A501
10 ENLARGED PLAN - STAIR #1 - TYPICAL CSH
1/4" = 1'-0" A501
13 ENLARGED PLAN - STAIR #1 - LEVEL 01
1/4" = 1'-0" A501 9
ENLARGED PLAN - ELEVATOR #1 - LEVEL 01
1/4" = 1'-0" A501 5
ENLARGED PLAN - ELEVATOR #1 - LEVEL 03
1/4" = 1'-0" A501 3
ENLARGED PLAN - ELEVATOR #1 - PENTHOUSE
1/4" = 1'-0" A501 4
ENLARGED PLAN - STAIR #1 - PENTHOUSE
1/4" = 1'-0" A501
12 ENLARGED PLAN - ELEVATOR #1 - PIT PLAN
1/2" = 1'-0" A501
11 PIT SECTION WITH SHEET WATERPROOFING
MARK DATE DESCRIPTION A 09AUG2023 30% REVIEW B 03NOV2023 60% REVIEW C 15DEC2023 90% REVIEW ARCHITECT: HKS
BUILDING A 105,750 SF ROOMS
GEN YARD 55,150 SF DATA HALL + DAHU
TOTAL 160,900 SF ELECTRIC ROOMS

OFFICE/LOBBY

STORAGE
LEVEL 01 105,750 SF STAIRS +LIFT WELL+SHAFTS
LEVEL 02 105,750 SF
LEVEL 03 98,960 SF
TOTAL 310,460 SF
GEN YARD 55,150 SF
TOTAL(DH + GEN. YARD) 365,610 SF
BUILDING B 15,254 SF
BUILDING C 15,254 SF
BUILDING C 1,605 SF
BUILDING C 1,605 SF
Landscaped Area 165,557 SF
Total Open Space 68,945 SF
Substation SVY03S1 Area 23,210 SF
Switching Station 25,800 SF
Lot Coverage 500,287 SF
SITE
SVY03C

TOTAL FOOTPRINT
GFA
SVY03A

TOTAL FOOTPRINT
GFA
GFA
SVY03B

TOTAL FOOTPRINT
Parking Requirements
57 Spaces
6 ADA
Total 63 Spaces
Bike Requirements
Long Term 3 EA
Short Term 2 EA
Total 5 Total
LEVEL 01 LEVEL 02 LEVEL 03 PENTHOUSE TOTAL
69,278 65,809 62,519 0 197,606 SF
16,776 16,776 16,772 0 50,324 SF
13,100 14,379 7,261 0 34,740 SF
2,423 1,070 1,183 0 4,676 SF
4,148 7,691 11,215 884 23,938 SF
105,725 105,725 98,950 884 311,284
SVY03A AREA BREAKDOWN
9 Ringwood Ave Trade Zone Blvd
Trade Zone Blvd Ringwood Ave
View from Highway 92

13 Ringwood Ave Trade Zone Blvd
Trade Zone Blvd Ringwood Ave

PUBLIC BENEFITS
$300,000 • Gateway Marker Project (w/ Community)
$300,000 • La Vista Park Contribution Match
$200,000 • Small Business Grant Program
$100,000 • Hayward Area Shoreline Planning Agency
$100,000 • HUSD STEAM Showcase
$100,000 • City Sustainability Goal & Awareness
$1,000,000 • Total Public Benefit Package
Sustainability Plan
Stack Infrastructure
SVY03A
26062 Eden Landing Road
Hayward, CA
City of Hayward
Prepared By:

HKS, Inc.
350 N Saint Paul St., #100
Dallas, TX 75201
January 31, 2024
SVY03A
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90% Issuance
31 JAN 2024
HAYWARD, CALIFORNIA PROJECT NO: 25993.000
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HAYWARD, CALIFORNIA PROJECT NO: 25993.000
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Table of Contents

1. Introduction .......................................................................................................................... 4

2. Energy Management ............................................................................................................ 4

2.1 Adaptive Equipment ........................................................................................................................................ 4

2.2 Efficient Lighting and Controls ....................................................................................................................... 5

2.3 Electronic Power management System ............................................................................................................ 5

2.4 Environmentally Conscious Roof Design ........................................................................................................ 5

2.5 Power Usage Effectiveness .............................................................................................................................. 5

2.6 renewable Energy Usage ................................................................................................................................. 5

2.7 Additional Energy Conservation Measures ..................................................................................................... 5

3. Water Management .............................................................................................................. 6

3.1 Outdoor Water Use .......................................................................................................................................... 6

3.2 Indoor Water Use ............................................................................................................................................. 6

3.3 Process Water .................................................................................................................................................. 6

4. Planning Review Comment Response ............................................................................... 6

4.1 Project Team Response .................................................................................................................................... 6

5. CalGREEN Compliance ........................................................................................................ 9

5.1 Planning & Design ........................................................................................................................................... 9

5.2 Energy Efficiency .......................................................................................................................................... 10

5.3 Water Efficiency and Conservation ............................................................................................................... 10

5.4 Material Conservation and Resource Efficiency ........................................................................................... 11

5.5 Environmental Quality ................................................................................................................................... 12 Appendix A. CalGREEN Checklist ........................................................................................ 18 SVY03A
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1. Introduction
The property located at 26062 Eden Landing Road in Hayward, California, consists of three buildings and a premanufactured guardhouse. As part of the Permit application for the property, the site plan has been included to describe proposed sustainability measures, highlighting provisions which go above and beyond local and state requirements. The property and structures have been designed to incorporate many sustainability interventions which will reduce energy and water use. The property will align with CALGreen 2022 requirements including stringent Title 24 Energy Code compliance.

The functions of the three main buildings is as follows: Building A will house the main data center; Building B will house a smaller data center, and building C will be a security building, all with the same tenant. The sustainability plan will focus on two key sustainability categories; water and energy management, which reflect the primary environmental impact categories related to data center operations. The CALGreen 2022 Checklist can be found in Appendix A for reference.

In addition to measures reducing the water and energy impacts, the project has implemented multiple sustainability features across the site, including:
• Collection bins in the occupied office areas and a secured area on site to collect recyclables and organic waste to promote recycling and composting
• Electric vehicle charging at the buildings to promote the use of electric vehicles • Short term and long-term bicycle parking is provided at the building for visitors and employees
• Low-emitting paint and materials to reduce VOC emissions exposure the building occupants • Construction and demolition waste recycling to reduce disposal at landfills during the construction process
• Provisions for future PV panels to be installed on site, and… • Public benefits package, which includes public amenities such as integration with a cycling path

2. Energy Management
The project is meeting the minimum energy efficiency standard per the California Energy Commission (CEC), Title 24 energy code. Energy code compliance for the interior fit-out for each building is expected to follow the requirements of CEC subchapter 5 section 140.1: Performance Approach: Energy Budgets. Energy models are under-going iterations based on project specifics and CEC requirements. All Mandatory requirements per CEC have been or will be incorporated into this design.

The project team is working through the core and shell energy efficiency requirements and will follow the performance path using energy modeling.

2.1 Adaptive Equipment
The building tenants will install variable frequency drives or soft starters on most equipment containing motor loads, regulating the electric motor to operate at less than maximum speed to reduce heat generation, voltage sag and energy consumption.

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2.2 Efficient Lighting and Controls
The buildings at 26062 Eden Landing Road will have a lighting and controls systems that will consist of LED smart lighting fixtures with a rating of 80 CRI and equipped with integrated or remote sensors that can be remotely controlled to adjust light intensity and advanced lighting control system that can significantly reduce energy consumption up to 40% less energy compared to the traditional lighting control and fluorescent lighting systems.

2.3 Electronic Power management System
The building tenants will install an electronic power management system (EPMS), which is a high-end power monitoring system allowing end-users to see all the electrical usage of innumerable assets distributed across the buildings and provides detailed information about the flow of power to the buildings. The EPMS will be a system to assist and manage the operational environmental and optimize the HVAC and electrical system settings for the lowest functional energy usage.

2.4 Environmentally Conscious Roof Design
The buildings at 26062 Eden Landing Road are designed to have roof with solar-ready features.

Providing tenants with solar-ready roofs providing the opportunity for increased renewable energy usage. In additional, the office areas will have daylight controls to reduce the lighting demand and associated electricity usage.

2.5 Power Usage Effectiveness
All the features listed in the previous sections contribute to low power usage effectiveness (PUE) for the Building B. PUE is a ratio that describes how efficiently a data center uses energy. It is the ratio of the total amount of energy used by the data center facility to the energy delivered specifically to computing equipment, thus the ideal PUE would be 1.0. The data center in building B will have a peak PUE of 1.28 and average PUE of 1.15. In comparison, Uptime’s 2020 global data center survey indicated that global average PUE is currently 1.59 while the United State and Canada average PDU is currently 1.53, which is approximately 33% higher than building B data center’s projected PUE.

2.6 renewable Energy Usage
The Building B tenant is committed to working with the local power utility to produce a 100% renewable energy mix by 2025. The local power utility Pacific Gas & Electric (PG&E), offers a diverse energy mix including 39% from eligible renewable resources (such a wind, geothermal and solar) and combine total of 85% from renewable or greenhouse gas free sources. PG&E currently offers various renewable programs to customers, including the Solar Choice program. Considering the carbon intensity of electricity demand and renewable energy portfolio, the Building B data center will be able to perform tasks with an 85% lower carbon footprint than a standard data center.

2.7 Additional Energy Conservation Measures
The Building B tenant will engage PG&E to stay apprised of all energy efficiency programs that could be implemented, will leverage PG&E incentives to fund energy conservation measures, and will incorporate energy conservation measures into building design where appropriate.

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3. Water Management

3.1 Outdoor Water Use
The project will follow the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations. The details for outdoor potable water use in landscaped areas are shown on sheet P804.

3.2 Indoor Water Use
The building design integrated low-flush and low-flow fixtures to reduce the potable water requirements for the occupied areas of the buildings. The effective flush volume of all water closets specified is 1.28 gallons per flush (gpf). The effective flush volume for wall mounted urinals is 0.125 gpf. The showerheads will have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Tank-type water closets and showerheads shall be certified to U.S EPA WaterSense specifications. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute (gpm) at 60 psi. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gpm at 60 psi. Wash fountains shall have a maximum flow rate of not more than 1.8 gpm/20 (rim space) inches at 60psi. Metering faucets shall not deliver more than 0.2 gallons per cycle. If complying faucets are unavailable, aerators or other means may be used to achieve the necessary reductions.

3.3 Process Water
Submetering will be placed for makeup water for evaporative coolers > 6 gpm (0.04 L/s), and steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

Please see below Section 4 for more details regarding the process water efficiencies in the project.

4. Planning Review Comment Response
The City of Hayward provided the following review comment for Item #12 Sustainability Plan:

In addition to showing compliance with CalGREEN, update the Sustainability Plan to include measures aimed at reducing energy and water use that go above and beyond State and local requirements. For example, as indicated in the General Comments from Utilities/Environmental Services – Water Resources below, the project should consider connecting to the City’s recycled water infrastructure to reduce the project’s demand for potable water.

4.1 Project Team Response
A data centers requires a large portion of its overall electricity demand to cool the server rooms, where significant heat is generated. The SVY03ADC1 has been designed to minimize electricity used for cooling by incorporating a direct evaporative cooling system and using IT equipment that can operate at greater temperatures than a majority of other data center facilities. In addition to save water, the direct evaporative system has been designed to minimize water use. A complete description of the system is provided below.

The portion of the facility that uses water for cooling is the IT space and its ancillary spaces that house Datahall Air Handling Units (DAHUs). The DAHUs are large Direct Evaporative Cooling air handlers located wholly inside building SVY03ADC1. Direct Evaporative Cooling is the most energyefficient cooling technology for this space. During 99% of the hours of a Typical Meteorological Year SVY03A
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(based on weather in this project’s vicinity), these DAHUs will operate in what is known as “Free Air Economization Mode.” This means they will cool the IT spaces by using fans to draw outside air into the building and to distribute that cool outside air throughout the IT spaces, using no water in the process. After the IT equipment has cooled its internal components by rejecting heat to this air, an array of rooftop exhaust fans will draw that warmed air up through the building and exhaust it back outside. During the 1% of the hours of a Typical Meteorological Year when the outside air is too hot to be used for IT equipment cooling, the DAHUs will begin using their fans to draw the incoming outdoor air over large, wetted banks of evaporative media, lowering the air’s temperature by raising its humidity. The DAHUs will then cool the IT space using this cooler, more humid air. Once the IT equipment has cooled its internal components by rejecting heat into this air, the same array of rooftop exhaust fans will draw this warmed, humidified air up through the building and exhaust it back outside.

While many other types of data center cooling system (e.g. air-cooled chillers, water-cooled chillers, split-system cooling units, etc.) can also operate in some kind of “economization mode,” virtually all of them also involve meeting more intense cooling needs by using a “refrigeration cycle” (a.k.a. “heat pump cycle”), where a compressor moves refrigerant around a closed-loop system in a way that allows it to absorb heat from one location in the loop and reject that heat in another location in the loop. These systems all also involve using fans to move air – often both the air used to cooling the indoor space and the air used to reject the heat outdoors. Some of these systems also consume water to reject that heat (e.g. the cooling towers in a water-cooled chiller system.) Others consume no water at all (e.g. air-cooled chillers and split-system cooling units.) Where the local (meteorological) climate allows their use, Direct Evaporative Cooling systems are almost always markedly more energy-efficient than these other systems for the simple reason that a Direct Evaporative Cooler only spends electrical power on using fans to move air, while these other systems spend electrical power both on using fans to move air and on using compressors to circulate refrigerant. Not only do these other systems need to spend that additional power operating the compressor, but the waste heat given off by the compressor is added to the overall total amount of heat that the system needs to reject.

With Direct Evaporative Cooling systems for IT spaces, the main potential drawback is simply that, in many climates, there will be some times during the year where a direct evaporative cooler cannot lower the temperature of outdoor air low enough to avoid damaging the IT equipment. Other data centers in the same climate as this project may use some of these alternatives to Direct Evaporative Cooling because the IT equipment in their facilities requires cooler operating temperatures because it was not designed to tolerate operating in the slightly warmer conditions that this facility will use.

Since this facility will only need to use any water for cooling, at all, during 1% of the hours of a Typical Meteorological year, the facility’s water usage will appear very “spiky.” In other words, the use of water for cooling is significantly minimized to only those infrequent times of the year and is limited to only using water in proportion to how dire the situation. To ensure this “spikiness” in water demand would not be a problem for the water utility’s general operations, the SVY03A Campus includes water storage tanks to “flatten the curve” if required by the City of Hayward.

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In short, this facility’s specific implementation of Direct Evaporative Cooling was chosen because it uses the least amount of water out of all the options that use some amount of water, and because it’s markedly more energy-efficient than all the options that use zero water.

In addition, as discussed in the SVY03A Small Power Plant Exemption, STACK has incorporated the following measure into the design of the facility. This project design measure will ensure that the net electricity use of the campus will not result in indirect greenhouse gas emissions from electricity consumption.

PD GHG-1.1: The project owner shall participate in PG&E’s Regional Renewable Choice (i.e., 100% carbon-free electricity) for electricity accounts associated with the project or participate in a clean energy program that accomplishes the same goal of 100% carbon-free electricity.

The above project design measure and the electricity and water reduction achieved for cooling the data halls exceeds state and local requirements.

STACK investigated using recycled water instead of potable water for the limited evaporative cooling proposed in SVY03DC1, but since the recycled water quality showed high amounts of ammonia and total alkalinity, pretreatment would be required to make the water suitable for use with the system without causing damage. Since recycled water infrastructure may not be immediately available for use when the SVY03DC1 is operational, the evaporative cooling system has been designed to pivot to utilize recycled water with relative ease, when the source becomes available. The evaporative cooling system provides significant reduction in electrical consumption while efficiently utilizing potable water and minimizing wastewater. Based on site conditions and equipment requirements, the evaporative cooling system is designed to effectively use potable water three times before sending to drain (otherwise known as 3 cycles of concentration). Given the designed use of potable water, reduction in electrical demand, and ability to pivot to a future recycled water source, this system meets the cooling demand of SCY03DC1 with efficiency and flexibility.

The site irrigation system will be designed to specify recycled water compatible equipment but will be charged with the potable water source at the time the SVY03A project becomes operational.

Notes and details will be added to the irrigation plan set to meet both the baseline recycled water standards and horizontal and vertical clearances, which will allow the contactor to install the system correctly. Should the system be converted at a future time, the point of connection manifold will be reconnected to the new recycled water source, and additional equipment will be installed at the manifold to comply with standards. Recycled water permitting will be required before this future stage conversion takes place.

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5. CalGREEN Compliance
The strategies outlined in the report below include the compliance measures for meeting the CalGREEN 2022 Mandatory requirements.

5.1 Planning & Design

5.106.1 - Storm water pollution prevention: Mandatory requirement • A stormwater management and/or erosion control plan will be implemented to prevent the loss of soil through wind or water during construction of the building. • Refer to best management practices for soil erosion control plan (5.106.1.2). Storm Water Pollution Prevention for projects that disturb less than 1 acre of land.

5.106.5.3 – Electric vehicle (EV) charging: Mandatory requirement  Utilizing the requirements for the parking count between 51-75 spaces (Table 5.106.5.3.1), the total number of required EV capable spaces is 13, and total required number of EVSE is 3 (total: 16).
 The project is exceeding the required electric vehicle (EV) charging requirements by supplying 19 total electric vehicle (EV) charging spaces.

Mandatory Measures
Total parking spaces 62
Requirement: Electric vehicle (EV) charging 13
EVSE future charging spaces 3
Provided: Electric vehicle (EV) charging 19

5.106.4.1 – Bicycle Parking: Mandatory requirement
 For short-term bicycle parking: Bicycle racks will be placed within 200 feet of the security building entrance for 5% of visitor parking spaces to utilize before entering the secure area.  For long-term bicycle parking: Bicycle racks will be conveniently placed for employees within the secured parking area for 5% of parking spaces.

Mandatory measures
Requirement: Short-term bicycle spaces 2
Provided: Short-term bicycle spaces 2
Requirement: Long-term bicycle spaces 3.1
Provided: Long-term bicycle spaces 4

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5.106.8 – Light pollution reduction: Mandatory requirement • The project will meet the minimum requirements of California Energy Code for Lighting Zones 1-4 as mentioned in Table 5.106.8. The project will meet the backlight, uplight and glare (BUG) ratings as defined in IES TM – 15-11.

5.106.10 – Grading and paving: Mandatory requirement
• Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. • Surface water will be managed with the help of swales, water collection and disposal systems, french drains, water retention gardens or any other water measures which keep surface water away from buildings and aid in groundwater recharge.

5.408.3 – Excavated soil and land clearing debris: Mandatory requirement • All trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled.

5.2 Energy Efficiency

5.201.1 – Meet the minimum energy efficiency standard: Mandatory requirement • Energy code compliance for the interior fit-out for each building is expected to follow the requirements of CEC subchapter 5 section 140.1: Performance Approach: Energy Budgets.

Energy models are under-going iterations based on project specifics and CEC requirements.

All Mandatory requirements per CEC have been or will be incorporated into this design. • The project team is working through the core and shell energy efficiency requirements and are likely to follow the performance path using energy modeling.

5.3 Water Efficiency and Conservation

5.303.3 – Water conserving plumbing fixtures and fittings: Mandatory requirement • The effective flush volume of all water closets shall not exceed 1.28 gallons per flush (gpf). • The effective flush volume for wall mounted urinals shall not exceed 0.125 gallons per flush (gpf) and for floor mounted urinals shall not exceed 0.5 gallons per flush (gpf). • Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Tank-type water closets and showerheads shall be certified to U.S EPA WaterSense Specifications.
• Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi.
• Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute/20 (rim space) inches at 60psi.
• Metering faucets shall not deliver more than 0.2 gallons per cycle. If complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.304.1 – Outdoor potable water use in landscape areas: Mandatory requirement • The California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations will be followed.

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• The details for outdoor potable water use in landscaped areas are shown on sheet P804.

5.303.1 – Water Metering: Mandatory requirement
• Submetering will be placed for makeup water for evaporative coolers > 6 gpm (0.04 L/s), and steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.4 Material Conservation and Resource Efficiency

5.407.1 – Weather Protection: Mandatory requirement
• Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings.

5.407.2.1 – Sprinklers: Mandatory requirement
• Sprinklers will be installed in a manner to prevent any water spraying on structures.

5.407.2.2.2 – Flashing: Mandatory requirement
• Flashings will be integrated with a drainage plane.

5.410.1 Recycling by occupants: Mandatory requirement
• Dedicated and readily accessible areas for the collection and storage of recyclables will be provided and accessible to waste haulers and building occupants. • These areas will serve the entire building.
• Recyclables include paper, corrugated cardboard, glass, plastics, organic waste and metals. • Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code.

5.408.1 – Construction waste management: Mandatory requirement • A minimum of 65 percent of nonhazardous construction and demolition (C&D) waste will be recycled and/or salvaged for reuse.
• C&D waste materials will be diverted by recycling, reusage on the project or salvage for future use or sale.
• Diversion facilities will be identified where C&D waste can be collected and taken. The amount of C&D waste materials that are diverted will be calculated by weight or volume but not both.
• A waste management company that can provide verifiable documentation with respect to the percentage of C&D waste diverted will be appointed.
• Dedicated areas for the collection and storage of recyclables will be provided and accessible to waste haulers and building occupants.

5.410.2 – Commissioning new buildings: Mandatory requirement • Full building commissioning will be conducted, and the following will be verified:
o Owner’s project requirements
o Basis of design
o Commissioning measures shown in the construction documents o Commissioning plan
o Inclusion of system manuals in construction documents SVY03A
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o Functional performance testing
o Documentation and training
o Systems operations training
o Commissioning report

5.410.2 – Testing and Balancing (TAB): Mandatory requirement • Testing and adjusting procedures will be carried out as per the Test and Balancing plan. The following systems will be included for testing and adjusting:

1. HVAC systems and controls

2. Indoor and outdoor lighting and controls

3. Water heating systems

4. Renewable energy systems

5. Landscape irrigation systems

6. Water reuse systems

5.410.3 – Procedures: Mandatory requirement
• The air-conditioning system will be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards, the National Environmental Balancing Bureau Procedural Standards, Associated Air Balance Council National Standards or as approved by the enforcing agency.

5.410.4.5 – Operation and maintenance (O&M) manual: Mandatory requirement • The building owner will be provided with an operation and maintenance manual describing the operating and maintenance instructions in detail and copies of guaranties/warranties of each system. The O&M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142 and other related regulations.

5.508.1 – Ozone depletion and greenhouse gas emissions: Mandatory requirement • All HVAC, refrigeration and fire suppression equipment will not contain chlorofluorocarbon (CFC)-based refrigerants or Halons.
• R-410a (HFC) is the only refrigerant used. See sheet M904 and M905 for more details.

5.407.1 – Weather protection: Mandatory requirement
• A weather-resistant exterior wall and foundation envelope will be designed as required by California Building Code Section 1403.2 (Weather Protection) and California Energy Code Section 150.

5.5 Environmental Quality
Indoor Air Quality during construction

5.504.1 – Temporary ventilation: Mandatory requirement
• The permanent HVAC system shall be used during construction only if necessary to maintain a temperature range for material and equipment installation. If the HVAC system is used during construction, return air filters of a Minimum Efficiency Reporting Value of 8 (MERV 8).

Indoor Air Quality post construction
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5.504.3 – Covering of duct openings and protection of mechanical equipment during construction: Mandatory requirement
• All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods that may reduce the amount of dust, water and debris which may enter the system.

5.504.4 – Finish material pollutant control: Mandatory requirement • Adhesives, adhesive bonding primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits.

5.504.4.1 – Adhesives, sealants, and caulks: Mandatory requirement • Adhesives and sealants utilized on the project shall comply with local or tegional air pollution or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2.
• Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds (not weighing more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements.

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5.504.4.3 – Paints and coatings: Mandatory requirement
Architectural paints and coatings shall comply with VOC limits shown in the Table 5.504.3

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5.504.4.4 – Carpet systems: Mandatory requirement
• All carpet installed in the building interior shall meet the requirements of the VOC emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers, Version 1.2, January 2017 (Emissions testing method for California Specification 01350).

5.504.4.1 – Carpet cushion: Mandatory requirement
• All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, “Standard Method for the testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,” Version 1.2, January 2017 (Emission testing method for California Specification 01350).

5.504.4.4.2 – Carpet adhesive: Mandatory requirement
• All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 – Composite wood products: Mandatory requirement • Hardwood, plywood, particleboard, and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the formaldehyde requirements specified in ARB’s Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.)

5.504.4.6 – Resilient flooring systems: Mandatory requirement For 80% of floor area receiving resilient flooring, installed resilient flooring shall comply with VOC emission limits and testing requirements specified in the California Department of Public Health’s 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.2, January 2017.

5.504.5.3 – Filters: Mandatory requirement
• Air filtration media for outside and return air being supplied to the regularly occupied areas of the building will have a Minimum Efficiency Reporting Value of 13 (MERV 13). MERV 13 filters shall be installed prior to occupancy and recommendations for maintenance with filters of the SVY03A
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same value shall be included in the operation and maintenance manual. The MERV rating on the installed filters will be clearly labeled by the manufacturer.

5.504.7 – Environmental tobacco smoke (ETS) control: Mandatory requirement • There will be no smoking in the building or within 25 feet of any building entries, outdoor air intakes and operable windows and within the building. “No Smoking” signage will be installed within 10 feet of all building entrances.

5.505.1 – Indoor moisture control: Mandatory requirement • The building shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls).

5.506.1 – Outside air delivery: Mandatory requirement
• The project will meet the minimum requirements of Section 120.1 of the 2022 California Energy Code or applicable code, whichever is more stringent and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 – Carbon dioxide (CO2) monitoring: Mandatory requirement • The project will be equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the 2022 California Energy Code, Section 120.1 (c)(4).

5.507.4 – Acoustical control: Mandatory requirement
• The project will employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E90 and ASTM E413 or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E1332, using the CadnaA acoustic model for the performance method in Section 5.507.4.2.

5.504.4.8 – Acoustical ceilings and wall panels: Mandatory requirement • All acoustical ceilings and wall panels will comply with the requirements of the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chanbers,” Version

1.2, January 2017 (Emission testing method for California Specification 01350). • Verification will be performed on-site in coordination with the contractor.

SVY03A
26062 EDEN LANDING ROAD
90% Issuance
31 JAN 2024
HAYWARD, CALIFORNIA PROJECT NO: 25993.000
PART 17 – SUSTAINABILITY PLAN Page 18 of 21
Appendix A. CalGREEN Checklist

SVY03A
26062 EDEN LANDING ROAD
90% Issuance
31 JAN 2024
HAYWARD, CALIFORNIA PROJECT NO: 25993.000
PART 17 – SUSTAINABILITY PLAN Page 19 of 21

SVY03A
26062 EDEN LANDING ROAD
90% Issuance
31 JAN 2024
HAYWARD, CALIFORNIA PROJECT NO: 25993.000
PART 17 – SUSTAINABILITY PLAN Page 20 of 21

SVY03A
26062 EDEN LANDING ROAD
90% Issuance
31 JAN 2024
HAYWARD, CALIFORNIA PROJECT NO: 25993.000
PART 17 – SUSTAINABILITY PLAN Page 21 of 21
HASPA Board of Trustees Meeting March 21, 2024
Contact: [email protected] / 510-544-2325
March 21, 2024 1

March 21, 2024 - 3:00 PM - In-Person and Remote Participation HASPA Board of Trustees
Meeting Agenda
A Joint Powers Authority comprised of the East Bay Regional Park District, Hayward Area Recreation and Park District, and the City of Hayward.

Meeting location: HARD District Office at 1099 E Street, Hayward, CA and online via Zoom (Register for meeting link:
https://ebparks.zoom.us/webinar/register/WN_9zaE7KRqTZqT5oAs-PnaQg Special notice regarding public participation:

The Hayward Area Shoreline Planning Agency (HASPA) intends to hold meetings through a hybrid platform of in-person and remote attendance to allow members of the public to participate via remote attendance through the East Bay Regional Park District’s (EBRPD) virtual platform, Zoom. The Board of Trustees and designated staff will, with limited exceptions, participate inperson at the office of HARD, District Office at 1099 E Street, Hayward, or other designated public facility within the HASPA service area. Occasionally, members of the Board of Trustees may attend remotely as permitted by the Brown Act.

For those members of the public not attending in-person, public comments may also be submitted one of in the following ways:

1. Send an email to [email protected] by 12:00 p.m. the day of the meeting. Please identify the Agenda Item Number in the subject line of your email. Emails will be compiled into one file, distributed to the HASPA Board of Trustees and Technical Advisory Committee (TAC) staff, and published on the EBRPD Public Meeting Page (https://www.ebparks.org/calendar/publicmeetings). Written comments received after 12:00 p.m. that address an item on the agenda will still be included as part of the record.

2. Live via Zoom. If you would like to make a live public comment during the meeting this option is available through the virtual meeting platform: *Note: this virtual meeting preregistration link will have you preregister for the meeting and then provide you details to the virtual meeting for the purpose of providing a public comment: Preregistration required:
https://ebparks.zoom.us/webinar/register/WN_9zaE7KRqTZqT5oAs-PnaQg

HAYWARD AREA SHORELINE PLANNING AGENCY
City of Hayward
East Bay Regional Park District
Hayward Area Recreation and Park District
HASPA Board of Trustees Meeting March 21, 2024
Contact: [email protected] / 510-544-2325
March 21, 2024 2
Comments received during the meeting and up until the public comment period on the relevant agenda item is closed will be provided in writing to the HASPA Board of Trustees. All comments received by the close of the public comment period will be available after the meeting as supplemental materials and will become part of the official meeting record. If you have any questions, please contact Amanda Sanders at [email protected] or (510) 544-2650.

How to view the meeting virtually and provide live Public Comment during the meeting: Registration is required at below link. Meeting details will be provided when registration is completed.

When: March 21, 2024 03:00 PM Pacific Time (US and Canada) Topic: HASPA Board of Trustees Meeting
Register in advance for this webinar:
https://ebparks.zoom.us/webinar/register/WN_9zaE7KRqTZqT5oAs-PnaQg

CALL TO ORDER

ROLL CALL
Public Comments
The Public Comment section provides an opportunity to address the Board on items not listed on the agenda. The Board welcomes your comments and requests that speakers present their remarks in a respectful manner, within established time limits, and focus on issues which directly affect the Board or are within the jurisdiction of the Board. As the Board is prohibited by State law from discussing items not listed on the agenda, your item will be taken under consideration and may be referred to staff.

1. Approval of Minutes from the HASPA Meeting Held on February 8, 2024 - Draft Action Minutes of February 8, 2024 (Attachment 1)

2. Welcome Remarks From New HASPA Chair, Francisco Zermeno

3. City of Hayward Project Update – (City Staff)

4. JPA Agreement Discussion (Devan Reiff, EBRPD) (Attachment 2, 3 and 4)

5. Old Business (TAC and Board):
a. Recruitment Efforts for Additional Trustee Agencies
b. Community Engagement Activities

6. New Business (TAC and Board):
a. Updates on Trustee Agency Capital Projects

7. Board Member Announcements

8. Agenda Setting for Next Meeting
HASPA Board of Trustees Meeting March 21, 2024
Contact: [email protected] / 510-544-2325
March 21, 2024 3

ADJOURNMENT
HASPA facilities and meetings comply with the Americans with Disabilities Act. If special accommodations are needed for you to participate, please contact EBRPD staff at (510) 544-2325 as soon as possible, but preferably at least three working days prior to the meeting.

HASPA Board of Trustees Meeting March 21, 2024
Contact: [email protected] / 510-544-2325
March 21, 2024 4

HAYWARD AREA SHORELINE PLANNING AGENCY
City of Hayward
East Bay Regional Park District
Hayward Area Recreation and Park District
Meeting of Board of Trustees
Hybrid Meeting: Hayward Area Park & Recreation District & Zoom February 8, 2024

DRAFT MINUTES
HASPA TRUSTEES PRESENT:

Dennis Waespi, East Bay Regional Park District, HASPA Chair (Remote Attendance) Lou Andrade, Hayward Area Recreation and Park District
Francisco Zermeño, City of Hayward
HASPA PROSPECTIVE TRUSTEES PRESENT:

Eric Hentschke, Alameda County Mosquito Abatement District Rita Duncan, Oro Loma Sanitary District
HASPA TAC MEMBERS PRESENT:

Devan Reiff, East Bay Regional Park District
Eddie Willis, East Bay Regional Park District
Taylor Richard, City of Hayward
Erik Pearson, City of Hayward
Brian Laczko, Hayward Area Recreation and Park District Erika Castillo, Alameda County Mosquito Abatement District Jackie Zipkin, East Bay Dischargers Authority
Jimmy Dang, Oro Loma Sanitary District
STAFF:

Amanda Sanders, East Bay Regional Park District
Jason Rosenberg, East Bay Regional Park District
Elizabeth Blanton, City of Hayward
Makenna Colucci, City of Hayward
VISITORS:

Maria Long, Alameda County Supervisor Marquez’ office
Nicole Witt, Hanson Bridgett
Jack Alcorn, Tri City Voice
Kate Kafka
Attachment 1: 2.8.2024 HASPA BOT Minutes
HASPA Board of Trustees Meeting March 21, 2024
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March 21, 2024 5
CALL TO ORDER: A special meeting of the Hayward Area Shoreline Planning Agency (HASPA) was called to order at 3:00 P.M. by Devan Reiff, HASPA Lead Staff, and role was taken by Devan Reiff.

Emergency Remote Meeting Attendance was requested by Chair Waespi due to a contagious illness. Devan Reiff asked Trustees Zermeño and Andrade if there was a motion to allow for Chair Waespi to attend remotely. Motioned the vote by Trustee Zermeño, seconded by Trustee Andrade. Unanimously passed.

1. Approval of Minutes from the HASPA Meeting held on December 7, 2023 - Draft Action Minutes of December 7, 2023
Trustee Andrade motioned the vote and Trustee Zermeño seconded. Vote: Ayes – Zermeño, Andrade, Waespi. Approved unanimously.

Public Comments: None

2. Election of 2024 HASPA Chairperson
Chair Waespi nominated Trustee Zermeño, Trustee Andrade seconded. Passed unanimously.

Newly elected Chair Zermeño, will take up Chair responsibilities at the March 21st Board of Trustees meeting.

3. City of Hayward Project Update – Data Center
Elizabeth Blanton with City of Hayward gave an update on application from STACK Data Center.

Project area is located just south of Hwy 92 on Eden Canyon Road. It is just outside of the 100- year flood event zone. The property is zoned industrial park which allows for a data center.

Project requests to demolish nine single buildings on the site to construct two data centers. The tallest building would be 115-feet, which requires approval from the Planning Commission. Public benefits are required to get approval for height in excess of what is allowed by the zoning. Data centers require a significant amount of power, the proposal shows two generator yards, with 28 generators with a substation and a PG&E switching yard. Public benefits to balance visual impact, suggested package includes artistic screening around substation and switching yard. Other suggestions include a small parklet style park at the corner of Eden Landing and Production, a bike repair area, a bike shelter and additional public amenities. Staff has requested one or more of the following additions be added to the proposal: a half-basketball court, walking trail, climate change signs, meeting space that can be rented by public, or small business space that can be rented. Public review comment time will allow for feedback. The project will be subject to CEQA.

Trustee Andrade stated that HARD is having a reception to raise money for the Hayward Shoreline Interpretive Center. Some funding towards the Hayward Shoreline Interpretive Center HASPA Board of Trustees Meeting March 21, 2024
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March 21, 2024 6
might be a good project to be added as a public benefit enhancement for the Data Center project.

He suggests that it is added as an option. Trustee Zermeño said the ideas are good, would like to add more suggestions of public art, perhaps a statue, likes to add Hayward Shoreline Center as suggested by Trustee Andrade. Trustee Zermeño mentioned that the bike repair shop is out of the way. Elizabeth replied that the idea was to have the bike repair shop connected to a pocket park there, that it would serve that industrial area and is also close to the SF Bay Trail. Prospective Trustee Duncan stated that she isn’t familiar with STACK Data, is it new to Hayward? Elizabeth said this would be first time City of Hayward is working with them. The company is not connected to Stack Youth and Family Center on Tennyson Road. Prospective Trustee Duncan stated that AC Transit is reducing some of their routes. Is there public transportation available to get the public to the site? Trustee Andrade replied that the parklet would be mostly used by the employees on lunch break.

Prospective Trustee Duncan asked if the applicant is worried about sea level rise. Elizabeth responded that while the site is close to some of the mapped inundation areas, it is outside of it, so that would be a risk that the company would be taking on. Prospective Trustee Duncan asked if the public benefits would be mostly for the immediate area employees, would the public meeting area would it be for the public at large? Elizabeth said all the public amenities could be for the wider public, especially a public meeting room, and if the amenities are connected to existing facilities (ex. SF Bay Trail) it would make it more accessible for the larger public. Hoping that it will benefit the larger Hayward community. Chair Waespi asked what the cost of the project is. Elizabeth stated that she hasn’t seen any cost estimates yet, and that it is the most significant project on the shoreline in Hayward in regard to height. Chair Waespi said that there needs to be a lot more public benefits than what currently suggested. It will be the first thing seen when entering Hayward from Hwy 92. He approves of the idea of Hayward Shoreline Center being included, and some SF Bay Trail connections. Chair Waespi thinks HASPA should put in comments requesting more public benefit conveyances. Elizabeth said that it is always a negotiation with the applicant to warrant the additional impacts from the project versus the public benefits. This will also be going to a work session with the Planning Commission.

4. Update on JPA Agreement
Devan Reiff introduced Nicole Witt, attorney with Hanson Bridgett, assisting HASPA with creating new JPA agreement. At the last meeting in December there was discussion about the JPA Agreement. After receiving comments, a final draft version was provided to the TAC. After the revised drafts were provided to the legal counsel of all JPA Trustees and prospective Trustees, there was additional feedback received. Staff is suggesting an additional special Trustee meeting in March 2024 to consider the JPA Agreement.

Nicole noted the recent proposal from HARD (to voluntarily join as a Tier 3 agency) was optimistic, but we would like to pursue it and get back to the group. The suggestion was that members could join at a higher tier if they wanted. The JPA Agreement, as currently worded, has three tiers of membership based on agency operational budgets. The new suggestion would allow agencies to join at different Tiers than those assigned by operational budget. The HARD proposal would create three Tier three agencies, to include EBRPD, Hayward and HARD.

Trustee Zermeño said that he likes the idea of majority voting of 50% plus one. Nicole said that HASPA Board of Trustees Meeting March 21, 2024
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the current wording is that a majority vote wins, but in certain situations the weighted voting could take place. Trustee Zermeño said that everyone is as important as other people’s vote, regardless of how much money they pay in dues.

Trustee Andrade asked if we did research into how other JPA’s worked. Devan replied yes, that other JPA’s have majority voting as regular and weighted voting as an option. Nicole said that the idea is that when weighted voting takes place it makes sure that the higher tiers would be responsible fiscally for additional projects/work that they would have to pay for. Prospective Trustee Hentschke said that for capital projects AC Mosquito Abatement has a smaller budget, so they wouldn’t be able to be able to put in as much money. Prospective Trustee Duncan says that she agrees with Trustee Zermeño and there should be majority vote for decisions. Trustee Andrade said that HARD is the third largest landowner on the shoreline and they want to protect their interest. The tier suggestion was from HARD. There should be cooperation between agencies, especially with grants. Trustee Andrade said we should say that any grant that someone gets should have to work with other HASPA agencies and would like a policy in place. He would like to see the proposal come back in March. Trustee Zermeño said the tiers came about because Hayward has more money than Oro Loma. Rita asked if this would affect recruitment. Trustee Andrade said he wasn’t sure how it would affect recruitment.

Chair Waespi asked when the weighted voting would apply. Nicole said that it would only apply if a Trustee stated “I motion for weighted voting on this item”. The weighted voting proposal was carefully researched by the TAC, to ensure that HASPA could have the ability to grow, as well as have a good fiduciary balance. The new proposal would cause the work done on the current weighted voting language to be restructured, but would hopefully find approval Chair Waespi said that we have gone over this so many times, thinks that it isn’t productive. Chair Waespi said that agencies said they couldn’t make the same responsibilities or monetary commitments, so we came up with weighted voting and tiers. Trustee Andrade suggested that there should be a higher voting requirement to get over to a majority vote, so it would, for example, require 70% approval (or, three agencies voting to approve a motion). . Nicole cautioned that if two members have more than 50% of the fiscal responsibility and all the administrative responsibility, and other three trustees vote something that the two other agencies don’t like, they couldn’t stop it. Super majority would be three agencies. 51% would be weighted based on the percentages of the tiers.

Trustee Zermeño suggested that a vote be motioned at this meeting. Nicole said that she thinks that it is premature for a motion and that it should be brought back soon for review by the Trustees. Chair Waespi stated that it is an informational item so we can’t take a motion as it hasn’t been noticed. Nicole said the intent is to bring the new JPA language back to present to the Trustees at the March special meeting.

5. Selection of Special Meeting Dates
Suggest adding two Special meetings of the HASPA Board: March 21st selected, and May 9th selected. April 11th meeting is a regular meeting and was already scheduled.

Trustee Zermeño motioned, seconded by Trustee Andrade. Approved unanimously.

HASPA Board of Trustees Meeting March 21, 2024
Contact: [email protected] / 510-544-2325
March 21, 2024 8

6. Old/New Business
Jackie Zipkin, EBDA, gave an update on the Horizontal Levee project that would provide flood control near the Oro Loma plant. EBDA held a design charette that was intended to get design feedback from stakeholders: 32 representatives of various agencies including all of the current and prospective HASPA members and TAC members, plus others-- a wide-ranging group Currently completing 30% design drawings, have been awarded a new grant from SFEP/EPA that will take the project through final design and the CEQA process. The charette was very successful in generating ideas for the project and for HASPA moving forward. EBDA is building a strong coalition. Shared artistic examples of work in progress of two potential futures, one where there is traditional riprap uses, and an environmental example. Talked about having a bridge to connect the community from the San Lorenzo community park to the Bay Trail at the shoreline, which doesn’t currently have access. It’s meant to illustrate potential future amenities for this project.

Trustee Andrade said the bridge is a great idea and it would open up access to a lot of things, especially for walking and biking connectivity. Chair Waespi said it is a great vision and a big challenge.

7. Board Meeting Announcements
Trustee Zermeño mentioned that from May to September there are events in Downtown Hayward, would like to invite HASPA to have booths at the events.

Erik Pearson is hosting City of Hayward’s Earth Day Fair on Saturday, April 20th. Staff agreed to have a HASPA table at the event at Meek Park.

HARD is having an open house at Eden Mansion to benefit Hayward Shoreline Interpretive Center. Flyer to be distributed to the group.

8. Agenda Setting for Next Meeting
Community engagement plan; Earth Day events traveling roadshow for April events – will have HASPA table at the Meeks Park event
Meeting adjourned at 4:24pm
HASPA Board of Trustees Meeting March 21, 2024
Contact: [email protected] / 510-544-2325
March 21, 2024 9

HAYWARD AREA SHORELINE PLANNING AGENCY
Memorandum
DATE: March 21, 2024
TO: HASPA Board of Trustees, TAC

FROM: Devan Reiff, EBRPD / Nicole Witt (Hanson Bridgett) SUBJECT: Proposed JPA Agreement
The HASPA Board of Trustees (Board), prospective Trustees, and staff from the Board and prospective Trustees on the Technical Advisory Committee (TAC) have been engaged in diligent negotiations about a new Joint Powers Authority Agreement (JPA Agreement) for the Hayward Area Shoreline Planning Agency (HASPA) since 2022. Trustees and prospective Trustees expressed an interest in HASPA becoming a larger agency, ensuring its longevity to protect the Hayward Shoreline from the effects of climate change and sea level rise. The goals of this new JPA Agreement are to meet HASPA's evolving needs for the next 20+ years and to give the agency maximum flexibility to address possible future expansion in operations and management.

Attorneys for HASPA, from the firm of Hanson Bridgett, received substantive input from the Board, prospective Trustees, TAC members, and the legal counsel from the respective agencies. The majority of that input has been incorporated into this draft JPA Agreement, for the consideration of the Board and TAC. A clean copy of the draft JPA Agreement (Attachment 3) was circulated to TAC staff on March 8, 2024 in anticipation of this March 21st Board meeting.

The JPA Agreement consists of 20 sections and four attachments (called “Schedules”). Of the JPA Sections, #5, “Organization” and #8, “Budget,” are the most pertinent to the recent discussions.

Changes from previous drafts of the JPA Agreement are as follows:
• Hayward Area Park and Recreation District (HARD) is now listed as a Tier 3 agency and, as a result, any motion subject to weighted voting will require the approval of at least three agencies. See Schedules C and C1, as agreed to by the TAC, for each agency’s weighed voting percentages (Attachment 4). This is Attachment 2: Proposed JPA Agreement Memorandum
HASPA Board of Trustees Meeting March 21, 2024
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March 21, 2024 10
consistent with non-weighted voting, which will also require the approval of at least three agencies.
• A new defined term, "Climate Change Impacts," to ensure that the JPA Agreement speaks consistently about the purpose of HASPA.
• Removal of the delegation of authority to the HASPA Board to approve "nonsubstantive amendments.” • Clarification of the intent of any alternative Surcharge allocation, and a new requirement that, if a party's Surcharge allocation is higher than the percentage allocations in Schedule C, the party must consent to the higher allocation. • Clarification that the approval threshold for any motion subject to weighted voting is 51%.
• Clarification that the parties may sign the JPA by electronic signature.

The TAC grappled with the weighted voting/tiered dues structure in an effort to create a structure for HASPA that is both fair and functional. The ability of the members to call for weighted voting is critical for the efficient functioning of HASPA. Proposed alternatives would have allowed one member agency to veto the budget and other similar actions, which would impair HASPA's ability to expand its role in the Hayward Shoreline region.

Additionally, the proposal to include a supermajority vote threshold for approval of the budget, or for dues increases, would create an administrative burden that could lead to mistakes—and subsequent related litigation.

Trustees have also suggested that HASPA staff should be actively pursuing additional new HASPA member agencies, to expand the agency so that it includes all public landowners on the Hayward Shoreline. Staff agrees this is a priority and can report that efforts encouraging Alameda County join HASPA are underway. Staff will bring an engagement plan to the April 11th Board meeting detailing both outreach to prospective new HASPA Board members as well as community engagement efforts to involve the public in HASPA.

This JPA Agreement seeks to balance the efficient functioning the agency and adequate protections for the parties. Staff seeks Trustee and prospective Trustee direction on the adequacy of this version of the JPA Agreement, and further, staff seeks direction from the Board to prepare a final version of the JPA Agreement for the next regular HASPA Board meeting on April 11, 2024, for potential adoption.

HASPA Board of Trustees Meeting March 21, 2024
Contact: [email protected] / 510-544-2325
March 21, 2024 11

AMENDED AND RESTATED HAYWARD AREA SHORELINE PLANNING AGENCY

JOINT EXERCISE OF POWERS AGREEMENT
July 1, 2024

TABLE OF CONTENTS
Attachment 3: Proposed JPA Agreement
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March 21, 2024 12
Section 1. Definitions.................................................................................................................... 17 Section 2. Authority and Purpose ................................................................................................. 18 Section 3. Creation of HASPA ..................................................................................................... 19 Section 4. Powers.......................................................................................................................... 19 Section 5. Organization................................................................................................................. 20 a. HASPA Board.................................................................................................................... 20 b. Voting ................................................................................................................................ 21 c. JPA Amendments............................................................................................................... 21 d. Certain JPA Amendments Delegated to the Board............................................................ 21 e. Certain JPA Amendments Delegated to the Manager/Managing Agency......................... 21 f. Meetings............................................................................................................................. 22 g. Bylaws................................................................................................................................ 22 Section 6. Managing Agency/Manager......................................................................................... 22 a. Managing Agency.............................................................................................................. 22 b. Manager ............................................................................................................................. 22 Section 7. Employees.................................................................................................................... 23 a. Agency Employees ............................................................................................................ 23 b. Officers, Employees, Agents of the Parties....................................................................... 23 Section 8. Budget and Finance...................................................................................................... 23 a. Budget................................................................................................................................ 23 b. Dues ................................................................................................................................... 24 c. Funding and Agency Financial Commitments .................................................................. 24 Section 9. Treasurer, Controller, Accountability, and Access to Property................................... 24 a. Treasurer ............................................................................................................................ 24 b. Controller........................................................................................................................... 25 c. Accountability of Funds..................................................................................................... 26 d. Access to Property and Funds............................................................................................ 26 Section 10. Term, Termination, and Withdrawal of a Party......................................................... 26 a. Term................................................................................................................................... 26 b. Termination........................................................................................................................ 26 c. Withdrawal......................................................................................................................... 27 d. Reinstatement..................................................................................................................... 27 Section 11. Elections..................................................................................................................... 27 Section 12. Boundaries and Service Area..................................................................................... 28 HASPA Board of Trustees Meeting March 21, 2024
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Section 13. Amendments.............................................................................................................. 28 Section 14. New Parties................................................................................................................ 29 Section 15. Dispute Resolution..................................................................................................... 29 Section 16. Severability ................................................................................................................ 29 Section 17. Counterparts............................................................................................................... 30 Section 18. Successors; Assignment............................................................................................. 30 Section 19. Governing Law .......................................................................................................... 30 Section 20. Joint Drafting ............................................................................................................. 30 HASPA Board of Trustees Meeting March 21, 2024
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March 21, 2024 14

TABLE OF SCHEDULES
Schedule A: HASPA Boundary Map
Schedule B: Service Area Map
Schedule C: Annual Dues Table/Weighted Voting Chart
Schedule C-1: Example Annual Dues Table
HASPA Board of Trustees Meeting March 21, 2024
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March 21, 2024 15

AMENDED AND RESTATED HAYWARD AREA SHORELINE PLANNING AGENCY

JOINT EXERCISE OF POWERS AGREEMENT
THIS AGREEMENT, dated for convenience as of July 1, 2024, is made and entered into by and among the East Bay Regional Park District, a special district (hereinafter referred to as “Regional Park District”); the Oro Loma Sanitary District, a sanitary district (hereinafter referred to as “Oro Loma”), the Alameda County Mosquito Abatement District, a mosquito control district (hereinafter referred to as “ACMAD”), the Hayward Area Recreation and Park District, a California special district (hereinafter referred to as “HARD”); and the City of Hayward, a municipal corporation (hereinafter referred to as “Hayward”) (collectively “Parties” and individually “Party”); each duly organized and existing in the County of Alameda under the constitution and laws of the State of California.

WITNESSETH:

WHEREAS, the Hayward Area Shoreline Planning Agency (hereinafter referred to as “HASPA” or “Agency”), is a joint powers authority consisting of representatives from the Regional Park District, Oro Loma, ACMAD, HARD, and Hayward; WHEREAS, HASPA was formed pursuant to the December 7, 1970 Joint Exercise of Powers Agreement (hereinafter the “Agreement”);
WHEREAS, the Agreement was subsequently extended on October 7, 1975, November 13, 1979, June 10, 1985, September 11, 1990, September 21, 1995, August 25, 2000, July 1, 2005, June 30, 2010, June 30, 2015, December 1, 2015, January 1, 2021, January 1, 2022, June 30, 2022, and May 11, 2023;
WHEREAS, HASPA's original purpose, which has been fulfilled, was to study, plan, and adopt policies concerning the land uses in the Shoreline area, in order to develop a HASPA Board of Trustees Meeting March 21, 2024
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comprehensive plan for the governing bodies of the original parties so that the plans and actions of each party are compatible with those of the other parties; WHEREAS, the Hayward Shoreline faces serious impacts to infrastructure and resources caused by sea level rise, groundwater intrusion, and storm surge (“Climate Change Impacts”); WHEREAS, HASPA adopted the Hayward Regional Shoreline Adaptation Master Plan, which creates a framework for a region-wide response to Climate Change Impacts; WHEREAS, the Parties wish to continue HASPA and its powers and functions in addressing the new mission of responding to Climate Change Impacts by promoting public health and climate adaptation measures, protecting critical infrastructure at the shoreline, and maintaining public access to the shoreline, as more particularly described herein; WHEREAS, Climate Change Impacts create a unique challenge to the preservation of open space resources at the shoreline. Climate adaptation measures facilitate the conservation and restoration of park lands and habitat for threatened species in the East Bay; WHEREAS, Climate Change Impacts threaten waste water treatment facilities located along the Hayward Shoreline. Addressing and mitigating sea level rise is necessary to ensure these sanitary sewer facilities remain functional and to prevent the sewer overflows into the San Francisco Bay in order to protect public health;
WHEREAS, the coastal inundation and flooding exacerbated by sea level rise increase the breeding habitat for mosquitoes and warmer temperatures associated with climate change can accelerate mosquito development. Engaging in preventative climate change efforts is a crucial way to combat and prevent the transmission of vector-borne diseases which will further ACMAD’s mission of improving the health and comfort of Alameda County residents; HASPA Board of Trustees Meeting March 21, 2024
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WHEREAS, HARD is a recreational and park district established under Public Resources Code Section 5780 et seq. empowered to, among other things, acquire, operate, maintain, and improve recreational facilities and open space, which includes the authority to respond to Climate Change Impacts by implementing climate adaptation measures to safeguard its property; WHEREAS, the City of Hayward, pursuant to Section 200 of the City Charter and Article XI, Section 5 of the California Constitution, may make and enforce all laws and regulations in respect to municipal affairs, and pursuant to Article XI, Section 7 of the California Constitution may exercise its police powers to make and enforce ordinances and regulations to promote the public health, safety, and welfare, which includes development and implementation of climate adaption measures to address Climate Change Impacts along the Hayward Shoreline, including sea level rise and/or inundation;
WHEREAS, the Parties desire that this Agreement supersede and supplant all previous iterations of the Agreement set forth above;
NOW, THEREFORE, in consideration of the mutual promises and agreements contained herein, the Parties agree as follows:

Section 1. Definitions
a. “Agency” means HASPA.
b. “Agreement” means this Amended and Restated Joint Exercise of Powers Agreement.
c. “HASPA Board” means the Hayward Area Shoreline Planning Agency Board of Trustees, being the governing body of HASPA.
d. “Controller” means the public officer performing the functions of auditor or controller as determined pursuant to the Act.

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e. “Hayward Shoreline” or “Service Area” means all areas of the City of Hayward and all areas of the unincorporated land in the Alameda County that are west of the Southern Pacific Railroad tracks and are between the boundaries of the City of San Leandro on the north and the City of Fremont on the south and all areas where the 100 year inundation line is currently shown on FEMA maps, as shown in Schedule A.
f. “Manager” or “Managing Agency” means the Party, individual, or independent contractor, designated by the HASPA Board to act for and on behalf of the Agency, as the agent or representative of the Agency, pursuant to and within the scope of authority provided in this Agreement and delegated by the HASPA Board, as further described in Section 6.
g. “Supporting Agency” means a Party that contracts for a project within the Service Area that is not otherwise supported by annual dues.
h. “Surcharge” means funds required for any expenditure that is approved by the HASPA Board, but is not itemized in the annual budget.
i. “Treasurer” means the public officer designated and performing the functions of as determined pursuant to Section 6505.5 or Section 6505.6 of the Act.

Section 2. Authority and Purpose
This Agreement is made pursuant to Chapter 5, of Division 7, Title 1 of the California Government Code (Sections 6500 et seq.; the "Act") and relates to the joint exercise of powers held by each of the parties and as otherwise granted by the Act. The purpose of this Agreement is to jointly exercise the common powers of the parties to address Climate Change Impacts on the Hayward Shoreline by promoting and implementing climate adaptation measures on the HASPA Board of Trustees Meeting March 21, 2024
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Hayward Shoreline through shoreline planning activities, collaboration to advance projects, and seeking funding for projects.

Section 3. Creation of HASPA
The Agency is a public agency separate from the Parties. The Agency will exercise the powers set forth in this Agreement. No debt, liability, or obligation of the Agency will constitute a debt, liability, or obligation of the parties, except as expressly provided in this Agreement.

Section 4. Powers
To the greatest extent permitted by law and in the manner provided herein, the Agency will exercise the powers which are common to each Party, or as otherwise permitted under the Act, and all incidental, implied, expressed, or necessary powers to accomplish the purposes of this Agreement. The Agency is hereby authorized, in its own name, to perform all acts necessary to fulfill the purposes of this Agreement, including but not limited to any or all of, the following:
a. to make and enter into contracts;
b. to employ agents and employees;
c. to apply for and accept grants, advances and contributions d. to receive, accept, and expend or disburse monies by contract or otherwise for purposes consistent with this Agreement;
e. to employ or contract for the services of planners, financial advisors, consultants, contractors, fiscal agents, and such other persons as the HASPA Board deems necessary and to establish compensation, salaries, and other benefits for such persons as are necessary to implement this Agreement;
f. to make plans and conduct studies;
g. to acquire, hold or dispose of property;
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h. to sue and be sued in its own name;
to incur debts, liabilities or obligations and issue indebtedness; i. to prepare and adopt a general budget for HASPA’s functions; j. to explore shoreline protection in conjunction with climate adaptation; k. to develop and adopt bylaws and policies for the conduct of the business of the Agency;
l. to insure itself and the Parties from loss, liability, and claims arising out of or in any way connected with the performance of this Agreement; and m. To enter into joint exercise of powers agreements pursuant to the Act.

For the purposes of California Government Code Section 6509, the powers of the Agency will be exercised subject to the restrictions upon the manner of exercising such powers as are imposed on the City of Hayward, a charter city.

Section 5. Organization
a. HASPA Board
The Agency will be governed by the HASPA Board, which will exercise all powers and authority on behalf of the Agency except as otherwise provided herein. The HASPA Board is composed of representatives from each Party, who are known as trustees. Each party to this Agreement will appoint one member of its governing body to be a trustee and will appoint a second member of its governing body to be an alternate trustee to serve in the absence of that Party’s trustee. Each trustee and alternate will serve at the pleasure of his or her governing body, but in no event will either a trustee or alternate trustee serve on the HASPA Board if he or she is no longer a member of the governing body of a party. Each trustee (or alternate trustee serving the absence of the trustee) is allocated one vote on any matter before the HASPA Board. In HASPA Board of Trustees Meeting March 21, 2024
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accordance with the Bylaws, the trustees will elect from among themselves, and establish the terms of office for, a Chair and such other officers, as they deem necessary or desirable. b. Voting

1. Majority Vote and Weighted Voting. Generally, the affirmative vote of a majority of the total membership of the HASPA Board is required to adopt any action. However, any HASPA Board member may call for any motion to be subject to weighted voting. The call for weighted voting must be made before the motion is made. The weighted percentage of each member's vote will be as set forth in Schedule C. An affirmative vote of at least 51% is required to adopt any motion subject to weighted voting, subject to the consent requirement in Section 8(a) if applicable. c. JPA Amendments.

Unless explicitly provided in the Agreement, the HASPA Board and the governing boards of the Parties must approve all amendments to the Agreement, including any amendments to the Agreement that effect the rights, obligations, or status of the Parties to this Agreement, add new parties to the Agreement, or alter the authority and purpose of the Agency. d. Certain JPA Amendments Delegated to the Board.

The Parties have delegated to the HASPA Board the authority to make any revision to the provisions of the Agreement related to the operations of the Agency, which is necessary to effect the purpose of the Agency.
e. Certain JPA Amendments Delegated to the Manager/Managing Agency.

In addition, the Parties have delegated to the Manager/Managing Agency the authority to make such administrative revisions to the Agreement as described in Section 12.

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f. Meetings
All meetings of the HASPA Board are public meetings and will be held subject to the requirements of the Ralph M. Brown Act, Section 54950 et seq. of the California Government Code, other applicable laws of the State of California, and the bylaws of the HASPA Board. A majority of the trustees will constitute a quorum.
g. Bylaws
The HASPA Board may adopt, and from time to time amend, bylaws of the HASPA Board as necessary or convenient in the determination of the HASPA Board to achieve its purposes. The bylaws may set forth how meetings of the HASPA Board will be conducted.

Section 6. Managing Agency/Manager
a. Managing Agency
If the HASPA Board designates a Party as the Managing Agency, the duties of the Managing Agency will alternate among the Tier 3 Parties as set forth in Schedule C. The Tier 3 Parties will rotate the Managing Agency role as needed. b. Manager
The HASPA Board may employ a staff member of one of the Parties or other individual to manage the Agency, or it may contract for the services of the Manager. In such case, the HASPA Board will prescribe the duties, compensation, and terms and conditions of employment, or of the contract, of the Manager. At a minimum, the Manager will coordinate the business of the Agency, hire and direct any Agency employees, attend HASPA Board meetings, prepare, distribute and maintain agendas and minutes of the HASPA Board meetings and official actions of the Agency, and carry out other duties as may be assigned by the HASPA Board. The Manager will serve at the pleasure of the HASPA Board. In the event the HASPA Board HASPA Board of Trustees Meeting March 21, 2024
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employs or contracts for the services of a Manager, the Managing Agency will be responsible for supporting tasks such as administration of the contract for the services of a Manager and use of office resources.

Section 7. Employees
a. Agency Employees
The Agency may directly employ officers, agents, or employees, but none of the officers, agents, or employees directly employed by the Agency will be deemed, by reason of their employment by the Agency, to be employed by any Party or to be subject to any of the requirements of any Party. Any officer, employee, or agent of the Agency may also be an officer, employee, or agent of any Party, provided that the HASPA Board or Manager determines that the two positions are compatible.
b. Officers, Employees, Agents of the Parties
All privileges and immunities from liability, all exemptions from laws, ordinances and rules, and all pension, relief, disability, worker's compensation, and other benefits which apply to the activities of officers, agents, or employees of a Party when performing their respective functions will apply to them to the same degree and extent while engaged in the performance of any of the functions and other duties under this Agreement.

Section 8. Budget and Finance
a. Budget
The Agency may adopt a budget for activities consistent with its powers and may require the contribution of funds from the Parties for the expenditures included in that budget.

As opportunities arise, the Board may approve the imposition of Surcharges to fund expenses that are not otherwise included in the adopted budget. Generally, Surcharges will be allocated HASPA Board of Trustees Meeting March 21, 2024
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to each Party in accordance with the percentages in Schedule C. However, at the request of any Party, the Board may consider a different allocation for the Surcharge. At the Board's discretion, such allocation may be among all of the Parties or only a portion of the Parties. The intent of any such alternative allocation is to give Supporting Agencies and/or any party that may receive unique benefits from the expense the opportunity to contribute at a higher level than the applicable percentage in Schedule C. If a Party's Surcharge allocation is higher than the percentage in Schedule C, the Party must consent in writing to the Surcharge allocation.

The Board's decision on any allocation will be final.
b. Dues
On July 1 of each year, each Party will pay the annual dues to the Agency. The total amount of annual dues will equal the total adopted budget for that fiscal year. Each Party's allocation of the annual dues will be based on the percentages set forth in Schedule C. c. Funding and Agency Financial Commitments
The Agency may apply for and receive grants and other funding from outside sources to support its purpose. The Agency may be the responsible fiscal agency for the funding or an appropriate Party may be selected. The Agency may not make any financial commitment that requires revenues in excess of those available to it.

Section 9. Treasurer, Controller, Accountability, and Access to Property a. Treasurer
Pursuant to Government Code Section 6505.5, the treasurer of the Managing Agency, or other duly authorized staff person, is the Treasurer of the Agency. Alternatively, pursuant to Government Code Section 6505.6, the HASPA Board may appoint one of the Agency's officers HASPA Board of Trustees Meeting March 21, 2024
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or employees as Treasurer of the Agency. The Treasurer will be the depositary, and have custody of all the money of the Agency from whatever source. The Treasurer will:

1. Receive and receipt for all money of the Agency and place it in the treasury of the Treasurer to the credit of HASPA.

2. Be responsible upon his or her official bond for the safekeeping and disbursement of all Agency money and personal property.

3. Pay, when due, out of money of the Agency, all sums due from the Agency, or any portion thereof, only upon warrants of the public officer performing the functions of Controller of the Agency.

4. Verify and report in writing on the first day of July, October, January, and April of each year to the Agency, and to each of the Parties, the amount of money held for HASPA, the amount of receipts since the last report, and the amount paid out since the last report.

5. Invest all of the Agency’s funds not currently required in the manner provided by law including but not limited to Government Code sections 6509.5 and 53601 and collect interest thereon for account of the Agency.

6. Have the powers, duties, and responsibilities of the treasurer as specified in the Act, including, without limitation, Sections 6505 and 6505.5 thereof.
b. Controller
Pursuant to Government Code Section 6505.5, the auditor of the Managing Agency, or other duly authorized staff person, is the Controller of HASPA. Alternatively, pursuant to HASPA Board of Trustees Meeting March 21, 2024
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Government Code Section 6505.6, the HASPA Board may appoint one of the Agency's officers or employees as Controller of the Agency. If an appointment is made pursuant to Government Code Section 6505.6, the offices of the Treasurer and Controller may be held by the separate individuals or the offices may be held by the same individual. The Controller will draw warrants to pay demands against the Agency when the demands have been duly authorized by the HASPA Board. The Controller will have the powers, duties, and responsibilities specified in the Act, including, without limitation, Sections 6505 and 6505.5 thereof. c. Accountability of Funds
There will be strict accountability of all HASPA funds and report of all receipts and disbursements and compliance with the Act. The Controller will either make or arrange for a contract with a certified public accountant or public accountant to make an annual audit of the accounts and records of the Agency.
d. Access to Property and Funds
As provided in Section 6505.1 of the Act, the Treasurer is hereby designated as the person who has charge of, handles, and has access to the property of the Agency. The HASPA Board will require such person to file an official bond in an amount to be fixed by the HASPA Board and the cost of said bond will be paid by the Agency.

Section 10. Term, Termination, and Withdrawal of a Party a. Term
This Agreement is effective as of the date of execution by the last party hereto and will continue in full force and effect until terminated by mutual agreement of the Parties. b. Termination
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Upon mutual agreement of the Parties to terminate the Agreement, the Agency will liquidate any assets. After the discharge of all enforceable liabilities, the liquidated assets will be divided equally among the Parties, unless otherwise agreed to by the Parties. In terminating this Agreement, the Parties agree to apportion any employee retirement obligations of the Agency equally among all Parties. All Parties will comply with all legal requirements related to the Agency's pension liabilities and obligations as specified in the Act and the Public Employees Retirement Law (California Government Code Section 20000 et seq.). c. Withdrawal
Any Party may withdraw from the Agency by reaching an agreement with the remaining Parties, whereby the remaining Party(ies) acquires all of the rights in this Agreement and in the Agency and assumes all liability, including bonded indebtedness, of the withdrawing Party. d. Reinstatement
A party, subsequent to its filing of its notice of withdrawal or its actual withdrawal from the Agency, may seek reinstatement as a member of the Agency in accordance with the procedures for adding a new party as set forth in Section 14.

Section 11. Elections
For the purpose of holding any election within the Agency's boundaries, the HASPA Board may call and hold an election to submit propositions to the electors of the Agency in the same manner as the board of supervisors of a county may call and hold county elections, and the electors of the Agency will have the right to petition for referendum on any ordinance enacted by the HASPA Board in the same manner as the electors of a county, except that all computations referred to in those sections and the officers of the county mentioned in those sections will be construed to refer to comparable computations and officers of the Agency. For the purposes of HASPA Board of Trustees Meeting March 21, 2024
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any such election or referendum petition, the electors residing within the boundaries of the Agency who would be qualified to vote for candidates for Governor at any general election will be the electors of the Agency.

Section 12. Boundaries and Service Area
The boundary of the Agency will be the consolidated boundaries of all Parties, as may be amended from time to time. The current boundaries are shown in Schedule B. In the event the Agency's boundaries change, the Managing Agency or Manager will prepare an updated Schedule B, which will be automatically incorporated into this Agreement. For clarity, HASPA generally will exercise the common powers described in this Agreement within the Service Area, as shown in Schedule A. In the event the Service Area changes (e.g. due to the withdrawal of a Party, updates to the FEMA maps), the Managing Agency or Manager will prepare an updated Schedule A, which will be automatically incorporated into this Agreement.

Section 13. Amendments
The Parties authorize the HASPA Board to approve amendments to the Agreement as described in section 5(d) and the trustees are each authorized to execute any such amendments on behalf of their respective agencies. All other amendments to this Agreement require approval HASPA Board of Trustees Meeting March 21, 2024
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by unanimous vote of the total membership of the HASPA Board and a writing approved and executed by the governing bodies of all Parties.

Section 14. New Parties
A new party may be added to this Agreement by forwarding a duly adopted resolution of its governing body to the Manager or Managing Agency. If approved by the HASPA Board, the addition of the new party will be effective upon approval of the amendment by all Parties.

Section 15. Dispute Resolution
In the event of any dispute, the parties will promptly meet and confer, first at a staff level and then elevated to a meeting of the HASPA Board, in a good faith attempt to resolve the dispute. In connection with such negotiations, the party asserting the dispute must provide the other with a written description of the nature of the dispute, along with reasonable supporting documentation. If a dispute cannot be resolved by the parties independently, they may agree to submit such dispute to non-binding mediation by a mutually agreed-upon neutral third party with offices in the San Francisco Bay Area. The cost of mediation will be shared equally. In the alternative, a party may choose to resolve questions or disputes arising under the Agreement through arbitration or judicial determination.

Section 16. Severability
If any one or more of the covenants or agreements set forth in this Agreement should be contrary to any provision of law or contrary to the policy of law to such an extent as to be unenforceable in any court of competent jurisdiction then such covenant or covenants, or such agreement or agreements, will be null and void and will be deemed separable from the remaining covenants and agreements and will in no way affect the validity of remaining portions of this Agreement.

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Section 17. Counterparts.

This Agreement may be separately executed in any number of counterparts, and each counterpart signature page and the remainder of this Agreement will constitute the original Agreement. Facsimile, electronic, or digital signatures will be treated in all respects as having the same effect as an original signature.

Section 18. Successors; Assignment
This Agreement will be binding upon and inure to the benefit of the successors of the Parties. No Party may assign any right or obligation hereunder without the consent of the others.

Section 19. Governing Law
This Agreement will be governed by, and construed and enforced in accordance with, the laws of the State of California, without giving effect to conflict of law provisions.

Section 20. Joint Drafting
All Parties participated in the drafting of this Agreement and the Agreement will not be construed against any Party as the drafter.

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed and attested by their respective officers, duly authorized to so act, on the dates set forth.

SIGNATURE BLOCKS ON FOLLOWING PAGES
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Schedule C: Annual Dues Table/Weighted Voting Chart1
Agency Weighted Voting %
ACMAD (Tier 1) 10%
Oro Loma (Tier 2) 18%
HARD (Tier 3) 24%
Hayward (Tier 3) 24%
EBRPD (Tier 3) 24%
TOTALS 100%
1 The weighted voting allocation described in this Schedule C is based on the agencies' annual operating budgets. Tier 1 agencies have an annual operating budget of less than $10 million.

Tier 2 agencies have an annual operating budget of between $10 million to $30 million, and Tier 3 agencies have and annual operating budget over $30 million. The tiers described above are fixed and may not be modified except by amendment to the Agreement.

Attachment 4: Proposed JPA Agreement Schedule C & C1
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Schedule C-1: Example Annual Dues Table
For illustrative purposes only
Agency Weighted Voting % Example Annual Dues Allocation ACMAD (Tier 1) 10% $13,000
Oro Loma (Tier 2) 18% $23,400
HARD (Tier 3) 24% $31,200
Hayward (Tier 3) 24% $31,200
EBRPD (Tier 3) 24% $31,200
TOTALS 100% Example Annual Budget Total:
$130,000
CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: RPT 24-043
DATE: June 3, 2024
TO: Council Economic Development Committee
FROM: Chief Economic Development Officer

SUBJECT
Future Meeting Topics as of June 3, 2024

RECOMMENDATION
That Committee members review and comment on the attached Future Meeting Topics

ATTACHMENTS
Attachment I Future Meeting Topics as of June 3, 2024
CITY OF HAYWARD Page 1 of 1 Printed on 5/30/2024
powered by Legistar™
Council Economic Development Committee
Future Meeting Topics as of
June 3, 2024

RESPONSIBLE

STAFF FUTURE MEETING AGENDA ITEMS

PRESENTATIO
N DATE*
Economic
Development
Hayward Upward Economic Recovery Program
Updates Standing Item
Economic
Development
Downtown Action Plan Working Group Update To be Scheduled Community
and Media
Relations
Update on Implementation of Hayward
Branding and Marketing Activities To be Scheduled
*Subject to change and data availability

Council Economic Development CommitteeJune 3, 2024

Council Economic Development Committee
June 3, 2024