SLA0001613
Background
HCD initially received a Notice of Alleged Violation (enclosed) pursuant to Section 502 of the SLA Guidelines on March 14, 2025, from UNITE HERE Local 11 (Local 11) regarding the City’s approval of a Disposition and Development Agreement (DDA) for sale of the Property. Local 11 provided prior correspondence, including a letter to the City requesting information on how the action complied with the SLA, prior to the City Council taking action to authorize the sale and disposition of the Property at a public meeting on February 18, 2025.
On March 21, 2025, HCD requested a meeting with the City to discuss the alleged violations. On April 8, 2025, HCD met with City staff, who asserted that disposition was undertaken pursuant to the Economic Opportunity Law.4 The City is also in the process of developing this Property in addition to 190 acres of adjacent City-owned lands for the Ontario Regional Sports Complex. The City shared during the conversation that close of escrow and disposition of the Property to Ontario Ranch Hotels, LLC (Developer) was completed on April 4, 2025.
On April 10, 2025, the City provided HCD documentation regarding the disposition, which includes the City Council’s action to approve the DDA between the City and the Developer at a public meeting on February 18, 2025. The documentation includes a resolution describing the City’s “exclusive negotiations” with the Developer for sale and development of the Property as a “luxury 5-star hotel” with 227 guest rooms. The terms and conditions of the DDA also require the Developer to convey to the City approximately 25,489 square feet area of easements for right-of-way and temporary construction purposes. While the documentation included a summary report of written findings claiming that the disposition met the statutory requirements of the Economic Opportunity Law, no such findings or statements were made with respect to meeting the statutory requirements of the SLA. The City further confirmed details of the disposition during a follow-up conversation with HCD on May 5, 2025 and by providing the close of escrow documentation on May 13, 2025. The additional documentation notes an approximate net payment of $979,219.51 to the City, based upon the easements value and closing costs being credited against the Property’s fair market value.
Analysis
Based on a review and analysis of the City’s documentation and subsequent disposition of the Property, HCD finds that the City violated the SLA, as discussed below.
4 Gov. Code, § 52201.
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The City Did Not Make the Land Available Pursuant to the SLA Government Code section 54221, subdivision (b)(1) states:
“‘Surplus land’ means land owned in fee simple by any local agency for which the local agency’s governing body takes formal action in a regular public meeting declaring that the land is surplus and is not necessary for the agency’s use. Land shall be declared either ‘surplus land’ or ‘exempt surplus land,’ as supported by written findings, before a local agency may take any action to dispose of it consistent with an agency’s policies or procedures. A local agency, on an annual basis, may declare multiple parcels as ‘surplus land’ or ‘exempt surplus land.’” (Emphasis added.)
In addition, Government Code section 54222 requires the following:
“[A]ny local agency disposing of surplus land… shall send, before disposing of that property or participating in negotiations to dispose of that property with a prospective transferee, a written notice of availability of the property to all of the following: (a)(1) A written notice of availability for developing lowand moderate-income housing shall be sent to any local public entity, as defined in Section 50079 of the Health and Safety Code, that has jurisdiction where the surplus land is located. Housing sponsors, as defined by Section 50074 of the Health and Safety Code, that have notified the Department of Housing and Community Development of their interest in surplus land shall be sent a notice of availability for the purpose of developing low- and moderateincome housing. All notices shall be sent by electronic mail, or by certified mail, and shall include the location and a description of the property.” (Emphasis added.)
Government Code section 54230.5, subdivision (b)(1) further states:
“Before agreeing to terms for the disposition of surplus land, a local agency shall provide to the Department of Housing and Community Development a description of the notices of availability sent, and negotiations conducted with any responding entities, in regard to the disposal of the parcel of surplus land and a copy of any restrictions to be recorded against the property pursuant to Section 54222.5, 54233, or 54233.5, whichever is applicable, in a form prescribed by the Department of Housing and Community Development.” (Emphasis added.)
The City’s approval of a DDA between the City and the Developer for sale and development of the Property as a hotel on February 18, 2025, and close of escrow on 868
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April 4, 2025, qualify as a disposition of surplus land under the SLA. When the Property qualifies as surplus land, then the City must send notices of availability (NOA) for developing low- and moderate-income housing to all entities required under Government Code section 54222 prior to disposing of or participating in negotiations to dispose of the Property. The City must also provide to HCD a description of the NOAs sent and negotiations conducted with any of the responding entities above, in addition to a copy of any restrictions to be recorded against the property, pursuant to the above requirements. Similarly, the SLA also requires that exempt surplus land determinations be supported by written findings and documentation. All local agency reporting requirements for surplus land and exempt surplus land are described further in Section 400 of the SLA Guidelines.5
However, the City has not provided any such documentation to HCD regarding this transaction prior to exclusively negotiating with the Developer, entering into a subsequent DDA with the Developer, and closing escrow. The documentation provided to date, including the public meeting held on February 18, 2025, makes no reference of the Property as surplus land or exempt surplus land and does not include any written findings pursuant to the SLA. Thus, the City has not complied with these key provisions of the SLA prior to disposing of the Property.
Economic Opportunity Law Does Not Relieve the City of SLA Requirements During the meeting on April 8, 2025, the City claimed that it met statutory requirements by disposing of the Property under the Economic Opportunity Law, or Government Code section 52201. The City’s documentation includes written findings, stating that the disposition will “(i) [strengthen] the City’s land use and social structure, (ii) [alleviate] economic and physical blight on the Property and in the surrounding community, (iii) generate property tax revenue, (iv) produce new jobs, (v) stimulate economic vitality and (vi) continue to inspire additional investment within the Ontario Sports Empire.” The Economic Opportunity Law, in relevant part, states that “[a] city, county, or city and county may sell or lease property to create an economic opportunity.”6 (Emphasis added.) The use of the word “may,” instead of “shall,” indicates that the City is not required to utilize the Economic Opportunity statutes, whereas the SLA includes mandatory requirements for local agencies, stating: “Land shall be declared either ‘surplus land’ or ‘exempt surplus land,’ as supported by written findings, before a local 5 Updated Surplus Land Act Guidelines available at
https://www.hcd.ca.gov/sites/default/files/docs/planning-and-community/final-updated-surplus-landact-guidelines-2024.pdf. 6 Gov. Code, § 52201, subd. (a)(1). 869
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agency may take any action to dispose of it consistent with an agency's policies or procedures.”7 (Emphasis added).
Notably, the City was aware of HCD’s position on this precise issue before finalizing the disposition of the Property. Local 11’s March 14, 2025 Notice of Alleged Violation, which was provided to the City, references a similar letter that HCD issued to the City of Moreno Valley.8 As Local 11 points out, “HCD rejected the claims that the SLA conflicts with the Economic Opportunity Law....” HCD reached out to the City just a week later, on March 21, 2025, but the City disposed of the Property on April 4, 2025,just days before meeting with HCD on April 8, 2025. The City should have paused and consulted with HCD upon receipt of Local 11’s letter and again when HCD reached out to schedule a meeting. Instead, the City moved forward with the disposition.
Further, HCD is not aware of, nor has the City provided, any statutory or decisional authorities standing for the proposition that disposition of the Property under Economic Opportunity Law excuses or exempts the City from complying with SLA requirements.
As such, HCD finds that disposition of the Property and any surplus land under the Economic Opportunity Law is in violation of the SLA.
Conclusion and Next Steps
Based on the information provided, HCD finds that the City’s disposition of the Property is in violation of the SLA because the City failed to make the surplus land available for affordable housing, and the City has not provided any documentation demonstrating compliance with, or exemption from, the SLA before disposing of the Property. The City further violated the SLA by exclusively negotiating with the Developer and by subsequently moving forward with a disposition and sale of the Property.
As discussed above, under Government Code section 542320.5, subdivision (a)(1), the City has 60 days following receipt of this letter, or August 18, 2025, to cure or correct the violations noted herein, or it will be assessed a penalty equal to 30 percent of the disposition value. The City may have few options to cure or correct the violations, and HCD invites the City to discuss further. Pursuant to Section 502 of the SLA Guidelines, HCD has informed Local 11 of the violations noted herein.
Furthermore, should the City proceed to dispose of additional surplus land or exempt surplus land that would constitute subsequent violations of the SLA, including under the Economic Opportunity Law, the City will be assessed a penalty equal to 50 percent of the applicable disposition values.9
7 Gov. Code, § 54221, subd. (b)(1).
8 City of Moreno Valley Notice of Violation available at https://www.hcd.ca.gov/sites/default/files/docs/planning-and-community/HAU/moreno-valley-nov101823.pdf. 9 Gov. Code, § 54230.5, subd. (a)(1). 870
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If the City or its representatives have any questions or need additional technical assistance regarding the SLA, please contact Linda Ly, Senior Housing Policy Specialist, at [email protected].
Sincerely,
David Zisser
Assistant Deputy Director
Local Government Relations and Accountability
Enclosure
cc: Jennifer McLain Hiramoto, Executive Director, Economic Development Agency Rudy Zeledon, Executive Director, Community Development Agency Ruben Duran, City Attorney, Best Best & Krieger LLP
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March 14, 2025
VIA U.S. MAIL, EMAIL & ONLINE PORTAL: https://calhcd.servicenow.com/csp?id=sc_cat_item&sys_id=91e19b8ac31955109a97251ce0013105 Department of Housing and Community Development ([email protected]) Division of Housing Policy Development
Housing Accountability Unit
651 Bannon Street, Suite 400
Sacramento, CA 95811
RE: POTENTIAL VIOLATION OF SURPLUS LAND ACT;
ITEM 12, CITY OF ONTARIO CITY COUNCIL MEETING FEBRUARY 18, 2025; DDA FOR 2.3-ACRE PROPERTY LOCATED AT E. RIVERSIDE DR./VINEYARD AVE.
Dear Housing Accountability & Enforcement Unit (“HAU”):
On behalf of UNITE HERE Local 11 (“Local 11”), this office respectfully writes to the California Department of Housing and Community Development (“HCD”) requesting its investigation of a potential violation of the Surplus Land Act (Gov. Code §§ 54220–54234) (“SLA”)1 involving the City of Ontario (“City”) disposition of a 2.368-acre property located at the corner of East Riverside Drive and Vineyard Avenue (i.e., APN 0218-111-12-0000) (“Property”).
On February 18, 2025, the City Council approved a Disposition and Development Agreement (“DDA”) for the sale of the City-owned Property to Ontario Ranch Hotels, LLC (“Developer”), citing the Economic Opportunity Law (Gov. Code §§ 52200-52201).2 Before the City approved the DDA, Local 11 submitted written and verbal comments raising questions about whether the City complied with the SLA. (See Local 11 letter dated February 18, 2025 [attached hereto].) As raised in these comments, Local 11’s research has not found any confirmation that the Property was first made available to housing sponsors via a written notice of availability (“NOA”). (See e.g., Gov. Code § 54222; HCD SLA Guidelines § 201.) Nor has Local 11’s research found any confirmation that the City made appropriate exempt surplus land findings during a regular public meeting. (See e.g., Gov.
Code § 54221(b)(1); SLA Guidelines §§ 103(c), 400(e).) These types of SLA issues, if verified, have been the subject of Notice of Violations (“NOV(s)”) issued by HCD for other jurisdictions, including 1 Inclusive of SLA Guidelines (8/1/24) https://www.hcd.ca.gov/sites/default/files/docs/planning-andcommunity/final-updated-surplus-land-act-guidelines-2024.pdf. 2 See City Council Agenda (2/18/25) Agenda, Item 12, https://granicus_production_attachments.s3. amazonaws.com/ontarioca/8b1c31aa587d3d63597574d77713d4830.pdf; Id., Agenda Report, https://d2kbkoa27fdvtw.cloudfront.net/ontarioca/ccfc6d371db4ae6a268fd028108a650c0.pdf; Id., Resolution, https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/ 3152722/PH_13_Ontario_Ranch_Hotels_DDA_02_RESO_RM.pdf; Id., Summary Report, https://legistarwebproduction.s3.amazonaws.com/uploads/attachment/pdf/3096019/Ontario_Ranch_Hotels_LLC_52201_Sum mary_Report_ED_Opp_03.pdf.
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Notice of Potential Violation RE: City of Ontario (APN 0218111120000) March 14, 2025
an NOV issued to the City of Moreno Valley, where HCD rejected the claims that the SLA conflicts with Economic Opportunity Law (Gov. Code §52200-52203).3 The City approved the DDA over objections made by the public, including Local 11’s request that the City stay its action until after seeking technical advice from HCD. To date, we have yet to receive any legally sufficient explanation from the City of whether and how the City’s DDA approval has complied with the SLA requirements to make land available for housing development or declared it properly exempt. Local 11 supports housing laws intended to promote genuine housing, particularly affordable housing projects. Therefore, Local 11 respectfully requests that HCD review our attached comment letter and investigate whether the City’s approval of the DDA complied with the SLA and HCD Guidelines.
We thank you in advance for your consideration of this matter. Please do not hesitate to contact me directly if you have any questions regarding this matter.
Sincerely,
_________________________________________
Jordan R. Sisson, Esq.
Attorney for UNITE HERE Local 11
ATTACHMENT: UNITE HERE Loca 11 Letter (2/18/24)
CC: (email only)
Sheila Mautz, City Clerk ([email protected])
Scott Ochoa, City Manager ([email protected])
Jennifer McLain Hiramoto, Exec. Director Econ. Dev. ([email protected]) 3 City of Moreno Valley (10/18/2023) Notice of Violation RE Northwest Corner of Alessandro Boulevard and Nason Street, https://www.hcd.ca.gov/sites/default/files/docs/planning-and-community/HAU/morenovalley-nov-101823.pdf; see also San Bernardino (5/24/2023) Notice of Violation RE 295 Carousel Mall, https://www.hcd.ca.gov/ sites/default/files/docs/planning-and-community/HAU/San-Bernardino-CarouselMall-Follow-Up-Letter-052423.pdf; Roseville (12/4/2023) Notice of Violation RE 6382 Phillip Road, https://www.hcd.ca.gov/sites/ default/files/docs/planning-and-community/HAU/roseville-nov-sla120423.pdf; Anaheim (12/8/21) Notice of Violation RE 2000 East Gene Autry Way, https://www.hcd.ca.gov/sites/default/files/docs/planning-and-community/HAU/anaheim-surplus-land-actnov-120821.pdf. 873
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RE: Item 12, City Council Meeting February 18, 2025;
Disposition and Development Agreement for Land Sale and 227-Room Hotel; UNITE HERE Local 11 Comments
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Council Comments RE: Ontario Ranch Hotels, LLC DDA
February 18, 202ͻ
I. LOCAL 11’S STANDING
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1. IT IS UNCLEAR IF THE CITY HAS COMPLIED WITH THE SURPLUS LAND ACT
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Council Comments RE: Ontario Ranch Hotels, LLC DDA
February 18, 202ͻ
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2. THE DDA’S PROPOSAL OF A 227-ROOM HOTEL WAS NOT ANALYZED UNDER THE PRIOR EIR ǡ
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Council Comments RE: Ontario Ranch Hotels, LLC DDA
February 18, 202ͻ
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3. EXACERBATED GHG/VMT IMPACTS CAN BE FURTHER MITIGATED ǡ
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GHG-4 The City of Ontario shall require applicants to design and construct buildings in Planning Areas 2, 3, and 4 to achieve a 100-point score with the 2022 Community Climate Action Plan (CCAP), Table 6, “Screening Table for Implementing GHG Performance Standards for Commercial, Office, Medical, Hotel, Industrial, and Retail Development, 2030.” Alternatively, the analysis of development projects can be done through emissions calculations to demonstrate equivalent reductions using CalEEMod or a similar tool. Projects that do not use the CCAP Screening Tables to demonstrate consistency with the 2022 CCAP must demonstrate that they will generate annual GHG emissions that do not exceed the following emission screening thresholds from the CCAP:
1. For residential development completed between 2020 and 2030, the project shall not produce GHG emissions greater than 5.85 MTCO 2e/dwelling unit.
2. For residential development completed after 2030, the project shall not produce GHG emissions greater than 1.53 MTCO 2e/dwelling unit.
3. For nonresidential developments of all types completed between 2020 and 2030, the project shall not produce GHG emissions greater than 8.84 MTCO2e/2,500 square feet of conditioned space.
4. For nonresidential developments of all types completed after 2030, the project shall not produce GHG emissions greater than 3.61 MTCO 2e/2,500 square feet of conditioned space.
For projects that include both residential and nonresidential space, the residential and nonresidential components must be assessed separately against their respective applicable thresholds
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Council Comments RE: Ontario Ranch Hotels, LLC DDA
February 18, 202ͻ
TRAF-1a Commercial/Hospitality TDM Measures. Applicants for commercial and hotel development in Planning Areas 2, 3, and 4 shall prepare Transportation Demand Management (TDM) measures analyzed under a VMT-reduction methodology consistent with the California Air Pollution Control Officers Association’s (CAPCOA) Final Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity (2021) and approved by the City of Ontario. Measures shall include but are not limited to:
x Implement a voluntary commute trip reduction program for employees. x Implement an employee parking cash-out program for employees. x Collaborate with the City to support transit service expansion. x Comply with requirements detailed in the Parking Management Plan, including providing parking validation for retail and hospitality visitors. ȋ
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ǤȋClews Land & Livestock, LLC v. City of San Diego ȋʹͲͳȌͳͻǤǤͷͳͳǡͳͻͶȏCalifornia Building Industry Assn. v. Bay Area Air Quality Management Dist.ȋʹͲͳͷȌʹǤͶ͵ͻǡ͵ǡ͵ͺͺȐǤȌ ͳͺȋ ǤʹͲʹͳȌ
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ǤʹͲʹͳȌǡǤͳǡǤͺ͵ǡͺǤ
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Council Comments RE: Ontario Ranch Hotels, LLC DDA
February 18, 202ͻ
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4. MISSING INFORMATION AND PROJECT PIECEMEALING
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ǡ ǤͳǦʹǤ ʹ͵ Ǥǡ ǤͳǡͶͶǡͷͶǡͳ͵ͲǦͳ͵ʹǤ ʹͶSantee v. County of San DiegoȋͳͻͺͻȌʹͳͶǤǤ͵ͳͶ͵ͺǡͳͶͷͶǢSan Joaquin Raptor/Wildlife Rescue Center v. Cnty. of StanislausȋͳͻͻͶȌʹǤǤͶͳ͵ǡ͵ͲǤ ʹͷLaurel Heights Improvement Ass’n v Regents of Univ. of CalǤȋͳͻͺͺȌͶǤ͵͵ǡ͵ͻǦ͵ͻͺǢCity of Santee v County of San DiegoȋͳͻͺͻȌʹͳͶǤǤ͵ͳͶ͵ͺǡͳͶͷͶǤ 879
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Council Comments RE: Ontario Ranch Hotels, LLC DDA
February 18, 202ͻ
III. CONCLUSION
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ǤȋGalante Vineyards v. Monterey Peninsula Water Management Dist. ȋͳͻͻȌͲǤǤͶͳͳͲͻǡͳͳʹͲȏ
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From: Kirsten Squarcia
To: City Clerk
Subject: FW: Slides for tonight
Date: Tuesday, December 2, 2025 10:47:28 PM
Attachments: City Council 11-18-25-v2.pptx
Kirsten Squarcia
Interim Deputy City Manager/City Clerk
City Manager's Office
[email protected]
(408) 777-3225
From: [email protected] <[email protected]> Sent: Tuesday, December 2, 2025 1:57 PM
To: Kirsten Squarcia <[email protected]>
Subject: Slides for tonight
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Kirsten,
If I end up speaking tom=night, I want to use the same slides as a few weeks ago.
Best,
Orrin
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P roje ct Background
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The Coalition
ᵧDrive n by a coalition of organizations :
-Rotary Club of Cupe rtino- Proje ct le ad
-Charitie s Hous ing- Proje ct Manage r and prope rty manage r-Hous ing Choice s - Advocate and future cas e manage me nt -We s t Valle y Community Se rvice s - Othe r hous ing s e rvice s 883
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Today’s P lan
ᵧ40 Units of affordable hous ingᵧ19 Units targe te d for Adults with Inte lle ctual and De ve lopme ntal Dis abilitie s ( I/ DD)
ᵧUs e s “ s urplus land” to re duce cos ts
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Com m unity Outre ach
• Firs t Me e ting 7/ 3/ 24• Se cond Me e ting 1/ 28/ 25• Third Me e ting 9/ 11/ 25 885
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Re s pons e t o Com m unit y Is s ue s
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Re s pons e t o Com m unit y Is s ue s
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Inde pe nde nt Living
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Hous ing Ele m e nt Site
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From: Paul Krupka
To: Public Comments
Cc: Brian Avery; Lina Meng
Subject: Public Comment – Special Meeting on December 12, 2025 – Study Session on the Mary Avenue Project (“Project”)
Date: Thursday, December 11, 2025 3:01:00 PM
Attachments: krupka Georgia t 50.png
Cupertino CC re Mary Avenue Villas 121125 f.pdf
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Dear City Council Members:
Please accept and consider my attached public comment letter during your deliberations on December 12, 2025.
Thank you!
Sincerely,
Paul Krupka
Paul J. Krupka, PE
(he/him/his)
KRUPKA CONSULTING
Trusted Advisor | Transportation
650.504.2299
[email protected]
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KRUPKA CONSULTING
431 Yale Drive | San Mateo, CA | 94402
650.504.2299 | [email protected] | pkrupkaconsulting.com December 11, 2025
City Council Members by email only > [email protected] City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
RE: Public Comment – Special Meeting on December 12, 2025 – Study Session on the Mary Avenue Project (“Project”)
Dear City Council Members:
I am supporting Brian Avery, owner of the Glenbrook Apartments, and Lina Meng, a neighbor, both of whom represent the Garden Gate Neighborhood Group, in providing transportation advisory services and a professional opinion on the Mary Avenue Villas Project. I offer the following information and comments for your consideration.
Qualifications
I am a registered Civil Engineer and Traffic Engineer in California and have over 40 years of diverse experience across all phases of project delivery, including preliminary assessment, conceptual planning, feasibility analysis, design, and construction. I have demonstrated expertise in transportation, traffic, and transit planning, engineering, and design related to transit-oriented development, transit facilities, parking facilities, roadway and highway improvements, large and small development projects, neighborhood, community, downtown, city, subarea, county, and sub-regional plans, and transit and highway corridors.
Comments
I have visited the Project site and surroundings, observed traffic and parking activities, surveyed peak parking occupancy on Mary Avenue and at Memorial Park, and reviewed recent photographic evidence of related parking conditions during Memorial Park events. I have reviewed the Transportation Study for Proposed Affordable Housing Project on Mary Avenue (Hexagon Transportation Consultants, Inc., November 13, 2025, the Memorial Park Specific Plan (City of Cupertino, February 2024), including the Memorial Park Parking Study (City of Cupertino, January 2024), the Westport Mixed-Use Project Environmental Impact Report Addendum No. 1 (PlaceWorks, December 2024), and information on current and planned development at De Anza College.
The Project will have a significant impact by removing 89 spaces of public on-street parking on Mary Avenue (95 spaces with recommended Project changes in the aforementioned Transportation Study), amid heavy observed demand for this parking (upwards of 60 percent occupied) during many major events at Memorial Park. This 37+% reduction in on-street parking supply will affect residents who rely on it, spreading parking demand further into residential neighborhoods. This impact was documented in the formal Project application in April 2025. It was acknowledged in the aforementioned Transportation Study. Still, it was seemingly dismissed with this simple conclusion – “With the Project, there would be 152 on-street 891
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December 11, 2025, Page 2
parking spaces…, which would still provide enough spaces to meet the anticipated parking demand…along the project frontage.” The anticipated parking demand noted was only 37 spaces, which reflects a non-Memorial Park event condition.
My peak parking occupancy survey on Saturday, November 1, 2025, found a demand of 42 spaces (17% occupied (42/241)) on Mary Avenue (total parking supply of 241 spaces). The photographic evidence I cited above indicated a demand of approximately 140 spaces (58% occupied) during Memorial Park events. With the Project, this level of demand would equal 96% of the total parking supply (146 spaces).
Other approved and planned developments will exacerbate this significant impact. • Memorial Park enhancements, intended to serve existing and new patrons, will increase parking demand in the neighborhood and on Mary Avenue. While the aforementioned parking study did not include Mary Avenue, it cited “Maintain Current Parking Configuration along Mary Avenue” as a recommended management strategy.
• Completion of the Westport Mixed-Use Project will reduce residential and retail areas, associated vehicle trips, and the total parking supply, but will require accommodating the resulting parking demand off-site along Mary Avenue.
• The replacement of the Flint Center at De Anza College will enhance opportunities for public and on-campus entertainment and increase public reliance on off-site parking on Mary Avenue.
Conclusion
The project's significant impact has not been adequately studied to determine appropriate mitigations.
It is in your community's best interests that you strongly consider doing so.
I appreciate your consideration.
Sincerely,
KRUPKA CONSULTING
Paul Krupka, P.E.
Owner
Cc: Brian Avery
Lina Meng
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From: Hal and Janet Van Zoeren
To: Public Comments; City Council; City Clerk; Cupertino City Manager"s Office; bcc: Cupertino ForAll; Hal and Janet Van Zoeren; Connie Cunningham; Andy Lief; Saadati Louise; Kathy Robinson; Kiran Varshneya; Orrin Mahoney; Gia Pham HCC; Housing Choices
Subject: Mary Avenue Villas, a Cupertino community created project Date: Thursday, December 11, 2025 11:19:51 AM
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Dear Cupertino City Council Members,
As you most likely know, a few individuals have fired up a group of heartless NIMBYs by feeding them misinformation regarding the Mary Avenue Villas project and the characteristics of those it would benefit. In their quest to kill the project, these community members and their naive followers keep trying to delay the project by adding to their numbers and falsely claiming
• Mary Avenue will no longer be a safe place to
o Drive
o Bicycle
o Walk or
o Exist
• The decrease in parking spaces will be detrimental to those who can now park along Mary Avenue and, therefore, will create a problem for the adjacent neighborhoods
• The health and welfare of the residents of Mary Avenue Villas will be compromised by
o Air pollution from the adjacent freeway
o Soil pollution
o No where for fiire trucks and EMT vehicles to park during their assumed to be frequently needed visits to these villas
It will not be possible to placate these false excuses for the supposed concerns of this NIMBY group. Those spreading these lies choose not to listen to the facts that dispute them. They simply do not want the Mary Avenue Villas project in their backyard or anywhere near it, and they continue using these false claims as ammunition to defeat it.
This is sad because the people who need affordable housing like this are members of our Cupertino community, many have family here, and may have grown up attending school here as well. They will benefit from continuing to live near their supportive families and friends and the local amenities that they use. It was also sad to hear one of the NIMBYs attempt to spread to others his fear of living near the people who might live in the villas if they are developed.
Sad as well has been hearing the ignorant attempts of NIMBYs, who clearly lack familiarity with people who have IDD, to inappropriatly characterize people with IDD, how impaired their mobility is, and how dangerous it will be for others to live near people with IDD and how dangerous for the villas residents it will be for them to live on Mary Ave due to the unsafe traffic conditions this project will create.
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People with IDD are members of our Cupertino Family at large. They attend our schools, live in our neighborhood, shop at our stores, go to our library, our churches, and our colleges.
They walk our streets and ride our buses. As a representative of Cupertino, do you want to take the position that our community members with IDD are dangerous and unworthy of housing in this city? I find it hard to believe you want that, so please do not give in to this vocal minority group of troublemakers!
Finding a way to create housing in Cupertino to meet the needs of people with IDD has been an enormous task. Some of us began working on it for over 25 years! However, within the last 5 years or so, many Cupertino community members have united together to meet this challenge. The feasible plan they have developed has involved the cooperative efforts of the Housing Choices Coalition, the Cupertino Rotary, and Charities Housing Developers, who together have formed a leading partnership. They have received additional help and expertise from West Valley Community Services, several past Cupertino mayors and past city managers, several city staff members, and many other Cupertino citizens. The incredibly unique plan that has been developed is designed to create affordable housing well-needed by people with IDD and or with similar economic status in Cupertino. Our Cupertino community has worked together to do this!
Not only have these community members and groups found a way to make the project affordable, but they have identified a site that will meet other needs of Mary Avenue Villas' future residents as well, many of whom cannot drive and do not own cars. The villas will be near bus routes, grocery stores, drug stores, Quinlin Center, the Cupertino library, parklands, the senior center, West Valley Community Services, DeAnza Community College, and a bus route to The College of Adaptive Arts, located at West Valley Community College. In addition, many of the people living in the Mary Ave Villas will be able to receive services from West Valley Community Services and or the San Andreas Regional Center via the Housing Choices programs, the Independent Living Skill programs, or the Supported Living Services programs.
This community project will benefit the community at large by housing some of its most economically deprived residents. Please do not allow the very vocal, self-centered members of our community to use their false claims to delay this project while they continue to seek a way to kill it.
As Cupertino City Council members, you have shown your support for the IDD community by your recent presentation of awards to both the Parents Helping Parents and The Friends of Children with Special Needs organizations, and by awarding approximately 4 million dollars toward the community’s Mary Avenue Villas project. Our community has very much appreciated this support! As a community, we are also counting on you to keep this project moving forward in a timely fashion.
Thank you for your support!
Most sincerely,
Janet and Harold Van Zoeren
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From: Paul Krupka
To: Public Comments
Cc: Brian Avery; Lina Meng
Subject: Public Comment – Special Meeting on December 12, 2025 – Study Session on the Mary Avenue Project (“Project”)
Date: Thursday, December 11, 2025 3:01:00 PM
Attachments: krupka Georgia t 50.png
Cupertino CC re Mary Avenue Villas 121125 f.pdf
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Dear City Council Members:
Please accept and consider my attached public comment letter during your deliberations on December 12, 2025.
Thank you!
Sincerely,
Paul Krupka
Paul J. Krupka, PE
(he/him/his)
KRUPKA CONSULTING
Trusted Advisor | Transportation
650.504.2299
[email protected]
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KRUPKA CONSULTING
431 Yale Drive | San Mateo, CA | 94402
650.504.2299 | [email protected] | pkrupkaconsulting.com December 11, 2025
City Council Members by email only > [email protected] City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
RE: Public Comment – Special Meeting on December 12, 2025 – Study Session on the Mary Avenue Project (“Project”)
Dear City Council Members:
I am supporting Brian Avery, owner of the Glenbrook Apartments, and Lina Meng, a neighbor, both of whom represent the Garden Gate Neighborhood Group, in providing transportation advisory services and a professional opinion on the Mary Avenue Villas Project. I offer the following information and comments for your consideration.
Qualifications
I am a registered Civil Engineer and Traffic Engineer in California and have over 40 years of diverse experience across all phases of project delivery, including preliminary assessment, conceptual planning, feasibility analysis, design, and construction. I have demonstrated expertise in transportation, traffic, and transit planning, engineering, and design related to transit-oriented development, transit facilities, parking facilities, roadway and highway improvements, large and small development projects, neighborhood, community, downtown, city, subarea, county, and sub-regional plans, and transit and highway corridors.
Comments
I have visited the Project site and surroundings, observed traffic and parking activities, surveyed peak parking occupancy on Mary Avenue and at Memorial Park, and reviewed recent photographic evidence of related parking conditions during Memorial Park events. I have reviewed the Transportation Study for Proposed Affordable Housing Project on Mary Avenue (Hexagon Transportation Consultants, Inc., November 13, 2025, the Memorial Park Specific Plan (City of Cupertino, February 2024), including the Memorial Park Parking Study (City of Cupertino, January 2024), the Westport Mixed-Use Project Environmental Impact Report Addendum No. 1 (PlaceWorks, December 2024), and information on current and planned development at De Anza College.
The Project will have a significant impact by removing 89 spaces of public on-street parking on Mary Avenue (95 spaces with recommended Project changes in the aforementioned Transportation Study), amid heavy observed demand for this parking (upwards of 60 percent occupied) during many major events at Memorial Park. This 37+% reduction in on-street parking supply will affect residents who rely on it, spreading parking demand further into residential neighborhoods. This impact was documented in the formal Project application in April 2025. It was acknowledged in the aforementioned Transportation Study. Still, it was seemingly dismissed with this simple conclusion – “With the Project, there would be 152 on-street 896
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December 11, 2025, Page 2
parking spaces…, which would still provide enough spaces to meet the anticipated parking demand…along the project frontage.” The anticipated parking demand noted was only 37 spaces, which reflects a non-Memorial Park event condition.
My peak parking occupancy survey on Saturday, November 1, 2025, found a demand of 42 spaces (17% occupied (42/241)) on Mary Avenue (total parking supply of 241 spaces). The photographic evidence I cited above indicated a demand of approximately 140 spaces (58% occupied) during Memorial Park events. With the Project, this level of demand would equal 96% of the total parking supply (146 spaces).
Other approved and planned developments will exacerbate this significant impact. • Memorial Park enhancements, intended to serve existing and new patrons, will increase parking demand in the neighborhood and on Mary Avenue. While the aforementioned parking study did not include Mary Avenue, it cited “Maintain Current Parking Configuration along Mary Avenue” as a recommended management strategy.
• Completion of the Westport Mixed-Use Project will reduce residential and retail areas, associated vehicle trips, and the total parking supply, but will require accommodating the resulting parking demand off-site along Mary Avenue.
• The replacement of the Flint Center at De Anza College will enhance opportunities for public and on-campus entertainment and increase public reliance on off-site parking on Mary Avenue.
Conclusion
The project's significant impact has not been adequately studied to determine appropriate mitigations.
It is in your community's best interests that you strongly consider doing so.
I appreciate your consideration.
Sincerely,
KRUPKA CONSULTING
Paul Krupka, P.E.
Owner
Cc: Brian Avery
Lina Meng
897
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From: Hal and Janet Van Zoeren
To: Public Comments; City Council; City Clerk; Cupertino City Manager"s Office; bcc: Cupertino ForAll; Hal and Janet Van Zoeren; Connie Cunningham; Andy Lief; Saadati Louise; Kathy Robinson; Kiran Varshneya; Orrin Mahoney; Gia Pham HCC; Housing Choices
Subject: Mary Avenue Villas, a Cupertino community created project Date: Thursday, December 11, 2025 11:19:51 AM
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Dear Cupertino City Council Members,
As you most likely know, a few individuals have fired up a group of heartless NIMBYs by feeding them misinformation regarding the Mary Avenue Villas project and the characteristics of those it would benefit. In their quest to kill the project, these community members and their naive followers keep trying to delay the project by adding to their numbers and falsely claiming
• Mary Avenue will no longer be a safe place to
o Drive
o Bicycle
o Walk or
o Exist
• The decrease in parking spaces will be detrimental to those who can now park along Mary Avenue and, therefore, will create a problem for the adjacent neighborhoods
• The health and welfare of the residents of Mary Avenue Villas will be compromised by
o Air pollution from the adjacent freeway
o Soil pollution
o No where for fiire trucks and EMT vehicles to park during their assumed to be frequently needed visits to these villas
It will not be possible to placate these false excuses for the supposed concerns of this NIMBY group. Those spreading these lies choose not to listen to the facts that dispute them. They simply do not want the Mary Avenue Villas project in their backyard or anywhere near it, and they continue using these false claims as ammunition to defeat it.
This is sad because the people who need affordable housing like this are members of our Cupertino community, many have family here, and may have grown up attending school here as well. They will benefit from continuing to live near their supportive families and friends and the local amenities that they use. It was also sad to hear one of the NIMBYs attempt to spread to others his fear of living near the people who might live in the villas if they are developed.
Sad as well has been hearing the ignorant attempts of NIMBYs, who clearly lack familiarity with people who have IDD, to inappropriatly characterize people with IDD, how impaired their mobility is, and how dangerous it will be for others to live near people with IDD and how dangerous for the villas residents it will be for them to live on Mary Ave due to the unsafe traffic conditions this project will create.
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People with IDD are members of our Cupertino Family at large. They attend our schools, live in our neighborhood, shop at our stores, go to our library, our churches, and our colleges.
They walk our streets and ride our buses. As a representative of Cupertino, do you want to take the position that our community members with IDD are dangerous and unworthy of housing in this city? I find it hard to believe you want that, so please do not give in to this vocal minority group of troublemakers!
Finding a way to create housing in Cupertino to meet the needs of people with IDD has been an enormous task. Some of us began working on it for over 25 years! However, within the last 5 years or so, many Cupertino community members have united together to meet this challenge. The feasible plan they have developed has involved the cooperative efforts of the Housing Choices Coalition, the Cupertino Rotary, and Charities Housing Developers, who together have formed a leading partnership. They have received additional help and expertise from West Valley Community Services, several past Cupertino mayors and past city managers, several city staff members, and many other Cupertino citizens. The incredibly unique plan that has been developed is designed to create affordable housing well-needed by people with IDD and or with similar economic status in Cupertino. Our Cupertino community has worked together to do this!
Not only have these community members and groups found a way to make the project affordable, but they have identified a site that will meet other needs of Mary Avenue Villas' future residents as well, many of whom cannot drive and do not own cars. The villas will be near bus routes, grocery stores, drug stores, Quinlin Center, the Cupertino library, parklands, the senior center, West Valley Community Services, DeAnza Community College, and a bus route to The College of Adaptive Arts, located at West Valley Community College. In addition, many of the people living in the Mary Ave Villas will be able to receive services from West Valley Community Services and or the San Andreas Regional Center via the Housing Choices programs, the Independent Living Skill programs, or the Supported Living Services programs.
This community project will benefit the community at large by housing some of its most economically deprived residents. Please do not allow the very vocal, self-centered members of our community to use their false claims to delay this project while they continue to seek a way to kill it.
As Cupertino City Council members, you have shown your support for the IDD community by your recent presentation of awards to both the Parents Helping Parents and The Friends of Children with Special Needs organizations, and by awarding approximately 4 million dollars toward the community’s Mary Avenue Villas project. Our community has very much appreciated this support! As a community, we are also counting on you to keep this project moving forward in a timely fashion.
Thank you for your support!
Most sincerely,
Janet and Harold Van Zoeren
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From: Jordan Clancy Behmke
To: Public Comments
Subject: Additional Objections To Mary Avenue Project
Date: Friday, December 12, 2025 11:11:55 AM
Attachments: December 12 2025 Objection to Mary Ave Cupertino Project 12 12 25 jcb.pdf CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Dear Mayor Chao, Vice Mayor Moore, and Councilmembers:
Please note this item was recently changed on today's agenda to allow comment thus this submitted slightly after the meeting.
Jordan C. Behmke, Esq.
Attorney at Law
Mosaic Law
6203 San Ignacio Avenue
Suite 110
San Jose, CA 95119
Phone and Text: (408) 987-6399
Fax: 408-987-6397
email: [email protected]
website: www.mosaiclawusa.com
Se Habla Español
Nous Parlons Français
Please follow up all voicemails with an email or text message.
Office Hours: By Appointment Only. Appointments are available at my office or in any location, of your choosing, in the Bay Area.
General Disclaimer: No attorney-client relationship is intended to be established or should be inferred by a consultation, regardless of whether the consultation is by phone, email, or in person. Legal opinions provided in the spur of the moment during a consultation, with limited background information, and without research should not constitute legal guidance for non-trivial legal matters. Until you sign a retainer agreement, and a retainer paid, no attorney-client relationship exists. However, the information provided by you during the initial consultation is confidential under attorney-client privilege. Again, I am not your attorney until you retain me, or someone from this firm, which requires a signed retainer agreement by both parties, and payment of a retainer.
Confidentiality Notice: This e-mail (including attachments) is intended solely for the use of the addressee hereof. If you are not the intended recipient of this message, you are prohibited from reading, disclosing, reproducing, distributing, disseminating, or otherwise 900
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using this transmission. If you have received this message in error, please promptly notify the sender by e-mail and immediately delete this message. This email and its attachments are subject to the Electronic Communications Privacy Act, 18 U.S.C. §§2510-2521. The information herein is confidential, privileged & exempt from disclosure under applicable law.
The originator of this e-mail does not represent, warrant or guarantee that the integrity of this communication is protected or that this communication is free of errors, viruses or other defects. Delivery of this message or any portions herein to any person other than the intended recipient is not intended to waive any right or privilege 901
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December 12, 2025
VIA EMAIL ([email protected])
Mayor Chao, Vice Mayor Moore and Councilmembers
City Council of Cupertino
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, CA 95014-3202
Re: Objection to Mary Avenue Villas Project, Action Item 2 Special Meeting on December 12, 2025 at 9:00 a.m.
APN: 326-27-053 (the “Property”)
Dear Mayor Chao, Vice Mayor Moore, and Councilmembers:
Thank you for accepting my previous written and oral objections at the December 2, 2025 City Council meeting on the Mary Avenue Project. I represent Garden Gate Community Neighbors (my “Clients”) and file this objection on their behalf to the proposed Mary Avenue Villas project (the “Project”), located in the Mary Avenue Right-of-Way, APN: 326-27-053 (the “Property”). While my Clients support the idea of the Project (which is to provide affordable housing for the disabled), my Clients oppose this Project at this site, for the reasons set forth below, and hereby request that the City vote no on this Project.
There are a couple of additional points I would like to highlight as the City Council considers voting on continuing this project and potentially assigning someone to negotiate the sale or lease of the land.
This letter is submitted slightly late as the status of this item was only changed to allow comments early this morning.
1. Negotiating the Sale or Lease of this Parcel Is Inappropriate at this time As The Right of Way Issues Have Not Been Addressed
This should be done before a negotiator is appointed, as it will equip the negotiator with a precise understanding of the parcel's boundaries, rights, and limitations—ensuring they can negotiate effectively and transparently without overpromising or facing unforeseen obstacles that could derail the deal or expose the City to legal risks.
Even the most skilled negotiator cannot succeed if placed in an untenable position, where the rights they describe during negotiations do not align with what can ultimately be delivered. To prevent this, the City must first complete the mandatory processes under Streets and Highways Code §8300 et seq., which explicitly require public hearings and opportunities for public comment on any changes to rights of way.
Rushing to appoint a negotiator before fulfilling these steps not only violates procedural safeguards but also undermines the integrity of the negotiation process itself.
This Project demands rigorous adherence to the City's own municipal code and applicable state laws governing the vacation of public land (including the Surplus Land Act, Gov’t Code §§54220-54234), alterations to rights of way (Streets and Highways Code §8300 et seq.), and the disposal of public property (Brown Act). These changes involve public land, rights of way, and the potential sale or lease of 902
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City assets, making full compliance non-negotiable. Approving the Project or selecting a negotiator prematurely reverses the logical sequence—putting the cart before the horse—and severely limits meaningful public input, as the City would already be contractually committed, rendering subsequent hearings perfunctory at best.
By prioritizing the completion of the right of way process, the City upholds transparency, protects taxpayer interests, and maximizes the Project's long-term viability. Until these essential procedural requirements are fully satisfied, my Clients strongly urge the City Council to vote no on proceeding further, allowing time to conduct the necessary hearings, gather public feedback, and establish clear parameters before any negotiation begins.
2. There are environmental risks to the disabled and the Community at this site which have not been addressed by the City or the Applicant.
The site's documented contamination with hazardous substances renders it profoundly unsuitable for development, particularly as a housing project targeted at individuals with disabilities, who are disproportionately vulnerable to the insidious health effects of such toxins. Multiple expert reports confirm elevated levels of lead—exceeding both Residential and Construction Worker Environmental Screening Levels (ESLs)—along with arsenic above Construction Worker ESLs and detectable concentrations of pesticides 4,4-DDE and 4,4-DDT. The Subsurface Investigation Report, prepared by Intertek PSI and dated April 4 and 24, 2025 (collectively, the "Subsurface Investigation Report," attached as Exhibit A), explicitly classifies the site's soil as hazardous waste under California standards, stating on page 8 that "the soil represented by these samples would be classified as hazardous by the State of California." A subsequent peer review Memorandum from Baseline Environmental Consulting, dated May 16, 2025 (the "Memorandum," attached as Exhibit B), corroborates these findings, noting on page 2 that lead concentrations surpass safe thresholds for both residential occupants and workers, while affirming the soil's hazardous designation for disposal.
These contaminants pose severe, long-term risks that are amplified for people with disabilities, many of whom already contend with compromised immune systems, neurological sensitivities, or other vulnerabilities that heighten susceptibility to environmental toxins. https://pmc.ncbi.nlm.nih.gov/articles/PMC3033466/
Lead, for instance, has no safe exposure level and is notorious for causing permanent intellectual disabilities, learning deficits, behavioral disorders, and IQ loss—even at low doses—through damage to the brain and central nervous system.
https://www.who.int/news-room/fact-sheets/detail/lead-poisoning-and-health Children and adults exposed to lead often experience exacerbated developmental disabilities, including deficits in cognition, attention, memory, and executive function, with effects persisting into adulthood and increasing the likelihood of lifelong impairments.
https://pubmed.ncbi.nlm.nih.gov/28257404/
Arsenic compounds this threat by inducing cognitive dysfunction, memory impairment, and intellectual disabilities, with chronic exposure linked to reduced IQ, mental retardation, and a spectrum of developmental anomalies encompassing physical, psychological, sensory, and speech impairments. https://pmc.ncbi.nlm.nih.gov/articles/PMC4321597/
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While they were present in smaller concentrations the pesticides 4,4-DDE and 4,4-DDT, persistent breakdown products of banned insecticides, further endanger vulnerable groups by disrupting neurodevelopment, impairing cognitive performance, and affecting the central nervous system, immune function, and liver—potentially leading to increased infection susceptibility and chronic health adversities in those with pre-existing conditions.
https://www.ncbi.nlm.nih.gov/books/NBK590079/
https://pmc.ncbi.nlm.nih.gov/articles/PMC11404404/
For individuals with disabilities, these risks are not abstract; compromised immune systems—prevalent in many such populations—render them acutely susceptible to toxin-induced immunosuppression, heightening vulnerability to infections, chronic inflammation, and even cancer. https://pmc.ncbi.nlm.nih.gov/articles/PMC8325494/
Heavy metals like lead and pesticides can directly impair white blood cell activity, disrupt hormonal balance, and trigger autoimmune responses, transforming low-level exposures into cascading health crises for those already managing fragile physiologies.
https://immusehealth.com/news/post/impact-environmental-toxins-immunity The site's proximity to Highways 85 and 280 exacerbates this peril, as ongoing traffic emissions will likely deposit additional airborne pollutants, including particulate matter and hydrocarbons, that accumulate in soil and amplify toxin bioavailability—further straining residents' health and undermining any partial remediation efforts.
The Memorandum underscores the inadequacy of superficial measures, recommending comprehensive further testing and, at minimum, remedial actions such as soil capping and minimized excavation. Yet, as detailed on page 3, these steps alone are insufficient without robust engineering controls, institutional safeguards, and regulatory oversight to prevent exposure risks for future occupants. Critically, both reports mandate the preparation of a Soil Management Plan (SMP) and Site-Specific Health and Safety Plan (SSHSP) prior to redevelopment, alongside the Applicant's entry into a Remedial Action Agreement with the Santa Clara County Department of Environmental Health to oversee remediation. The Subsurface Investigation Report echoes this, emphasizing that "A SMP and a SSHSP should be prepared prior to site redevelopment to mitigate exposure of construction workers to the lead and arsenic in the soil." Alarmingly, none of these expert-recommended actions have been implemented, leaving construction workers, neighboring residents, and future disabled occupants exposed to immediate and enduring hazards during site disturbance and long-term habitation.
Given the project's emphasis on housing for people with disabilities—a group inherently more at risk from environmental toxins due to immunological and physiological vulnerabilities—the City must exercise utmost caution and mandate full compliance with these safeguards. https://www.niehs.nih.gov/health/topics/agents/arsenic
Approving the lease and disposition agreement without first engaging the Department of Environmental Health to evaluate remediation feasibility for sensitive residential use would be irresponsible, potentially condemning residents to avoidable health deterioration. An environmental action plan must also address highway-adjacent pollutant accumulation to ensure holistic protection. Since the Applicant has failed to initiate these vital steps, my Clients implore the City to reject the agreement outright. At the very least, 904
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postpone the decision and direct the Applicant to secure the required Remedial Action Agreement, thereby prioritizing public health over expediency and safeguarding this vulnerable community from preventable harm.
The City has a solemn duty—both moral and legal—to ensure that housing intended for individuals with disabilities is not only built on land that is demonstrably safe. Placing this vulnerable population on a site already classified as California hazardous waste, where lead levels exceed residential screening thresholds and remediation remains incomplete and unapproved, is the opposite of protective stewardship. Rather than force a compromised project forward on contaminated ground, the responsible path is to reject the current lease and disposition agreement and immediately redirect efforts toward identifying and securing an alternative, uncontaminated parcel elsewhere in Cupertino. Suitable vacant or underutilized sites exist within the City’s inventory that do not require multi-year hazardous-waste oversight, soil export as hazardous material, or perpetual institutional controls. Prioritizing a clean site would allow the project to deliver truly affordable, accessible housing to disabled residents without exposing them to lifelong health risks, without burdening taxpayers with future remediation liabilities, and without undermining public trust. The needs of Cupertino’s disabled community deserve a location that safeguards their health from day one—not one that gambles with it.
3. There is a significant impact to traffic in the community which can lead to safety issues and a reduced quality of life for its existing residents.
The City cannot responsibly approve this Project when the Transportation Assessment we are relying on—prepared by Hexagon Transportation Consultants and submitted November 13, 2025 (attached as Exhibit C)—is fundamentally inaccurate, outdated, and materially incomplete. That document entirely fails to analyze the imminent and dramatic change in parking behavior that will occur on January 6, 2026, when De Anza College eliminates free visitor parking and begins charging for all spaces (see https://www.deanza.edu/parking/#oneday and the College’s official announcement at https://www.instagram.com/p/DPsXkeTERd-/). For decades, Mary Avenue and surrounding residential streets have served as the primary overflow parking area for thousands of De Anza students, staff, and visitors who currently park for free on campus. Once paid parking is enforced, the a non-negligible number of those vehicles will be displaced directly onto Mary Avenue and adjacent neighborhood streets—exactly the location where the Project now proposes to narrow the roadway, shrink the bike lane, and eliminate existing on-street parking spaces.
Although the Transportation Assessment was finalized while this policy change was publicly confirmed, it contains no modeling, no data, and no mitigation measures whatsoever for the thousands of additional vehicles that will soon compete for the very parking and roadway capacity the Project intends to remove.
The Assessment’s brief mention of “festival days” at De Anza is irrelevant and grossly inadequate; the new paid-parking regime will create festival-level congestion every single weekday and weekend alike.
The result will potentially be chronic gridlock, illegal parking on sidewalks and lawns, blocked driveways, compromised emergency-vehicle access, and a sharply elevated risk of pedestrian and cyclist collisions—precisely in a neighborhood that is about to add dozens of new residents, many of whom rely on wheelchairs, walkers, or other mobility aids.
Approving the lease or sale of the lot on the strength of a traffic study that is already demonstrably obsolete would be indefensible. It would expose the City to legitimate claims of arbitrary and capricious decision-making, violate basic principles of CEQA and the City’s own General Plan circulation policies, and place existing residents and future disabled tenants in harm’s way. My clients therefore urge the Council to reject the Project outright until a revised, post-January 2026 traffic impact analysis— 905
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incorporating actual observed parking displacement from the new De Anza policy—has been prepared, publicly circulated, and independently peer-reviewed. Anything less is not caution; it is recklessness.
Residents who use wheelchairs, power scooters, or have severe mobility, visual, or cognitive impairments typically require far more frequent paratransit shuttles (such as VTA ACCESS and Outreach), private accessible vans, non-emergency medical transport, ride-hailing vehicles equipped with ramps, and delivery services for groceries, medical supplies, and oxygen tanks. Each of these vehicles requires extended curbside dwell time—often 10–20 minutes or more—to safely load and unload passengers and equipment. The Project’s proposal to eliminate existing on-street parking and narrow Mary Avenue will leave zero legal space for these essential vehicles can use without blocking travel lanes, bike lanes, or neighboring driveways.
4. We Again Urge the City to Consider Any Appearance of Self-Dealing and Recuse Themselves if Necessary
Finally, out of an abundance of caution and to avoid the appearance of impropriety and self-dealing, council members who are part of the Rotary Association, which is associating or promoting this Project, should recuse themselves from voting on this Project. All laws related to conflicts of interest should be adhered to and any city council member who has a conflict of interest must recuse themselves from voting on this Project.
5. Council member should vote No on this Project
While affordable housing with reserved spaces for the disabled is a celebrated project for the City, this Project at this site is not the right place for this neighborhood. The City must vote no on approving the lease and disposition agreement with the Applicant. The City and the Applicant should find a better site with less impact to the health and safety of neighbors, construction workers, and its future residences and a site that improves, not hurts, the quality of life of its surrounding neighborhood.
If the City is not willing to vote no at this time, then the City must delay the vote at this meeting and set a future meeting and require in the interim that the Applicant:
1. Enter into a Remedial Action Agreement with the Department of Environmental Health;
2. Conduct a further traffic assessment to determine the impact to traffic and parking on this street due to incoming parking changes at De Anza College
3. Consider finding an alternative and safer site for this project.
Additionally, in the interim, the City must initiate the procedural requirements for vacationing the right of way and public land, and disposition of public land so that these requirements are met and open for public comment before the Project is approved. The City must also investigate whether there is a better suited site in the City that won't pose an environmental danger to its constituents or decrease the quality of life of the neighborhood by increasing traffic and reducing the safety.
All of this must be completed before we consider appointing a negotiator to sell or lease this parcel.
Based on the foregoing, my Clients respectfully and vehemently urge the councilmembers to vote no or implement an alternative action plan as set forth above. 906
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Sincerely,
Jordan Behmke, Esq.
Principal Attorney
Enc.
Exhibit A Subsurface Investigation Report
Exhibit B- Memorandum
Exhibit C- Transportation Assessment
cc. Clients
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Subsurface Investigation Report
Proposed Multi-Family Residential Development
Mary Avenue
Cupertino, California
Prepared for
Charities Housing
1400 Parkmoor Avenue, Suite 190
San Jose, California 95116
Prepared by
Professional Service Industries, Inc.
4703 Tidewater Avenue, Suite B
Oakland, California 94601
April 24, 2025
PSI Project Number: 0575-2869
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0575-2869 – Subsurface Investigation
Charities Housing, Cupertino, California
April 24, 2025
June
www.intertek.com/building/environmental
June
TABLE OF CONTENTS
STATEMENT OF LIMITATIONS AND PROFESSIONAL CERTIFICATION.............................................. i
1.0 INTRODUCTION ...................................................................................................................... 1
1.1 SITE LOCATION AND DESCRIPTION ............................................................................. 1
1.2 PROPOSED DEVELOPMENT......................................................................................... 1
1.3 PROJECT UNDERSTANDING......................................................................................... 1
2.0 SOIL INVESTIGATION............................................................................................................... 2
2.1 PURPOSE AND SCOPE OF WORK................................................................................. 2
2.2 PRE-FIELD ACTIVITIES................................................................................................... 2
2.3 SUBSURFACE EXPLORATION.......................................................................................... 2
3.0 ANALYTICAL RESULTS AND DISCUSSION................................................................................ 4
3.1 SOIL ANALYICIAL RESULTS AND DISCUSSION............................................................... 4
4.0 CONCLUSIONS AND RECOMMENDATIONS ............................................................................ 5
FIGURES
FIGURE 1: SITE LOCATION MAP
FIGURE 2: SITE PLAN AND BORING LOCATION MAP
FIGURE
TABLE 1: SOIL ANALYTICAL DATA SUMMARY
APPENDICES
APPENDIX A: CITY OF CUPERTINO ENCROACHMENT PERMIT
APPENDIX B: LABORATORY REPORT
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0575-2869 – Subsurface Investigation
Charities Housing, Cupertino, California
April 24, 2025
www.intertek.com/building/environmental
1.0 INTRODUCTION
Professional Service Industries, Inc. (PSI) was retained by Charities Housing to evaluate the possible impact to the near surface soils at the subject property associated with the former agricultural use of the subject property and the proximity to a highway.
1.1 SITE LOCATION AND DESCRIPTION
The subject property is located on the west side of Mary Avenue, at its intersection with Parkwood Drive in Cupertino California (see Figure 1 - Site Location Map). The subject property does not currently have an address but can be identified as a portion of Santa Clara County Assessor Parcel Number 326-27-030.
The site is a relatively level, roughly rectangular-shaped property that measures about 0.79 acres in plan area and is bounded by Mary Avenue to the east and Highway 85 to the west. At the time of our study, the subject property existed as undeveloped land, landscaping, and asphalt-paved parking (see Figure 2 - Site Plan and Vicinity Map).
1.2 PROPOSED DEVELOPMENT
Redevelopment of the subject property will include grading of the berm in front of the Caltrans Highway 85 soundwall along with removal of trees and vegetation. The subject property will include two buildings, each consisting of two stories and twenty (20) units, as well as a parking lot with approximately twenty-two (22) spaces including accessible and EV charging spaces.
1.3 PROJECT UNDERSTANDING
A Phase I Environmental Site Assessment (ESA) prepared for the subject property (PSI, June 11, 2024), indicates that the property was historically used for agricultural purposes from at least 1939 through the late 1960s. Additionally, the subject property is adjacent to a freeway that may have impacted the subject property with aerially deposited lead (ADL). The ESA did not identify any recognized environmental conditions (RECs), historical RECs, or controlled RECS on the subject property and PSI recommended no further investigation for the subject property.
However, PSI did identify the historical agricultural use and the ADL as environmental concerns for possible redevelopment of the subject property. Based on the proposed redevelopment of the property, Charities Housing determined that a subsurface investigation was prudent and contracted PSI to complete this investigation.
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2.0 SOIL INVESTIGATION
2.1 PURPOSE AND SCOPE OF WORK
The soil investigation at the site was performed to evaluate the nature and extent of potential lead and/or pesticide impact in the surface and near-surface soil that may have resulted from aerially deposited lead and from historical agricultural site use and the potential threat to human health associated with the intrusive, groundbreaking work that is proposed as part of the site development.
Our scope of work included advancing six soil borings, sampling of soil from each boring at 0.5 and 2 feet below the ground surface (bgs), analysis of samples, and preparation of this report.
All field work was performed under the supervision of a State of California Professional Geologist. A detailed description of the scope of work and methodology used is presented in the sections below. The scope of work, including the number and location of samples and the analyses performed, was in general accordance with the DTSC 2008 Interim Guidance for Sampling Agricultural Properties.
2.2 PRE-FIELD ACTIVITIES
At least 2 days prior to the commencement of drilling activities, PSI staked the proposed boring locations, marked the site with white paint and contacted Underground Service Alert (USA), a public utility locating service, to locate public utilities on or adjacent to the subject site. The USA inquiry identification number (or Ticket Number) for the utility locate request is #2025031202827.
Additionally, PSI obtained an encroachment permit from the City of Cupertino to complete the borings within the public right-of-way (Permit Number PW-2025-0143). A copy of the permit is presented in Appendix A.
2.3 SUBSURFACE EXPLORATION
Soil Borings
On March 18, 2025, six soil borings were advanced to a depth of 2 feet bgs by PSI personnel using a 3-inch diameter hand auger mounted on a T-bar handle. Three borings (B1 through B3) were advanced within soil-surfaced landscaped areas, and three (B4 through B6) were advanced in paved areas of the existing parking lot. Where required (in the 3 paved areas), Safe2Core Inc., a paving and coring contractor, was utilized to remove the asphalt pavement section to allow access for our hand-auger and sampling equipment. The locations of the soil boring are presented in Figure 2.
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Due to elevated lead concentrations detected in the soil sample from B2 at 2 feet, PSI returned to the subject property on April 11, 2025 to determine if those elevated concentrations are a localized condition. Two additional soil borings, B7 and B8, were advanced to a depth of 2 feet bgs within the soil-surfaced landscaped area approximately 10 feet north and south of B2, respectively. The borings were advanced by PSI personnel using a 3-inch diameter hand auger mounted on a T-bar handle. A description of the soil sampling, equipment decontamination, and backfill of the eight borings is presented in the following sections.
Soil Sampling
Soil samples were collected from the surface and subsurface at each boring, at depths of 0.5 and 2 feet bgs, respectively. Once a boring was advanced to the desired sample depth, a grab sample was collected from the auger bucket into a new 2-inch diameter, 6-inch-long stainless-steel soil tube. Once the sample tube was filled, the ends of the tube were sealed with Teflon sheets and capped with polyethylene end caps. PSI personnel wore nitrile gloves during sample collection, changing to a new pair for each sample collected. The samples were immediately labeled and then placed in a chilled cooler, pending delivery to the laboratory for analysis.
Groundwater was not encountered in any of the borings, with the Phase I ESA report for the property indicating that the depth to groundwater is approximately 60 to 100 feet bgs.
Equipment Decontamination
Decontamination procedures were implemented to maintain sample integrity and to prevent cross-contamination between sampling locations. The hand-auger bucket and T-bar were decontaminated before sampling, between samples and between boring locations by washing with a non-phosphate detergent and rinsing with de-ionized water.
Backfill of Borings
At the completion of sampling at each hand-auger boring, PSI backfilled the five holes located in the landscaped areas with hand-compacted soil cuttings to match the adjacent surface grades.
Safe2Core Inc. backfilled the three holes in the paved areas and restored the pavement surfaces in accordance with the City of Cupertino encroachment permit requirements. To avoid leaving any holes open that could cause damage or injury to vehicles, pedestrians or animals, the cores and borings were backfilled within a day of drilling. On April 21, 2025, PSI received email notification from the City of Cupertino Public Works Department that their inspector signed off on the pavement restoration.
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3.0 ANALYTICAL RESULTS AND DISCUSSION
The soil samples were submitted to SunStar Laboratories, Inc. of Lake Forest, California, a California certified environmental laboratory, under strict chain-of-custody protocol. Soil samples were delivered to the laboratory within two days of sample collection.
3.1 SOIL ANALYTICAL RESULTS AND DISCUSSION
The soil samples collected from each boring (a total of 12 soil samples) were submitted for analyses for the following:
x Organochlorine pesticides according to EPA Method 8081 x Lead and arsenic according to EPA Method 6010
Four additional soil samples were analyzed only for lead according to EPA Method 6010.
A summary of the soil analytical results are as follows:
x Arsenic was detected in three soil samples with concentrations ranging from 3.51 to 7.25 milligrams per kilogram (mg/kg).
x Lead was detected in eleven of the soil samples with concentrations ranging from 5.07 to 680 mg/kg. The lead concentrations are typical of background conditions with the exception of the soil sample collected from B2 at 2 feet. x 4,4-DDE was detected in two soil samples (B3-0.5 and B3-2) at concentrations of 0.047 and 0.061 mg/kg, respectively.
x 4,4-DDT was detected in two soil samples (B3-0.5 and B3-2) at concentrations of 0.0089 and 0.020 mg/kg, respectively.
A copy of the laboratory analytical reports are included in Appendix B and the analysis results are summarized in Table 1.
The soil sample results were compared to the San Francisco Bay Regional Water Quality Board Environmental Screening Levels for Residential – Shallow Soil Exposure (ESL-R) and to the RWQCBESL for Construction Workers (ESL-CW). None of the concentrations of the tested constituents were detected at greater than their respective ESL-R or ESL-CW with the exception of the following.
x The arsenic concentrations detected were below established background arsenic concentration for Santa Clara Valley of up to 20 mg/kg (“Establishing Background Arsenic in 915
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Soil of the Urbanized San Francisco Bay Region,” by Dylan Duverge, December 2011).
Based on this information, Arsenic is not considered a contaminant of concern at the subject property. The detected arsenic concentrations were above the ESL-CW, so a Soil Management Plan (SMP) and a Site Specific Health and Safety Plan (SSHSP) should be prepared prior to conducting any soil excavation as part of redevelopment of the subject property.
x Only one of the lead concentrations was above the ESL-R (B2-2). The results from the soil samples collected from borings B7 and B8, which show background concentrations of lead, effectively bound the elevated detections at B2, indicating that the B2 result as a localized condition. If not below a proposed building, as the new building will create a cap to eliminate contact with lead impacted soil, the soil represented by this sample should be excavated and removed from the property. For the proposed redevelopment, a SMP and SSHSP should be prepared that have appropriate stipulations associated with the lead impacted soil.
To evaluate soil disposal, should the soil be defined as a waste, the results of the soil analyses were compared to California Code of Regulations Title 22 List of Inorganic, Persistent, and Bioaccumulative Toxic Substances and their soluble threshold limit concentrations (STLC) and total threshold limit concentrations (TTLC) values. None of these samples had a concentration greater than their respective TTLC. However, the total lead concentration in soil sample B2-2 (680 mg/kg) was greater than the screening criteria of ten times the STLC of 5 milligrams per liter (mg/l).
Therefore, a waste extraction test (WET) and Toxicity Characteristic Leaching Potential (TCLP) were performed on this sample to determine its soluble lead concentration. The results of the analyses indicated that the soluble lead concentration was greater than the STLC after a WET, but below the soluble lead concentration after a TCLP. The soil represented by these samples would be classified as hazardous by the State of California upon excavation and classification as a waste material.
916
CC 02-03-2026 Searchable Packet
916 of 1082
0575-2869 – Subsurface Investigation
Charities Housing, Cupertino, California
April 24, 2025
www.intertek.com/building/environmental
4.0 CONCLUSIONS AND RECOMMENDATIONS
The results of the subsurface investigation are summarized below. x Low concentrations of lead, arsenic, and organochlorine pesticides were found across the subject property with one soil sample having elevated lead concentrations. Based on the concentrations detected, arsenic and organochlorine pesticides are not contaminants of concern, while lead is considered to be a contaminant of concern. x Only one soil sample had a total lead concentration above the ESL-R (B2-2). If not below a proposed building, as the new building will create a cap to eliminate contact with lead impacted soil, the soil represented by this sample should be excavated and removed from the property. Lead in one soil sample and arsenic in three soil samples were above the ESL-CW. A SMP and a SSHSP should be prepared prior to site redevelopment to mitigate exposure of construction workers to the lead and arsenic in soil. x To evaluate whether the soil represented by soil sample B2-2 would be a hazardous waste, when excavated, the soil sample was analyzed for soluble lead by the WET and TCLP methods. The results of the analyses indicated that the soluble lead concentration was greater than the STLC after a WET, but below the soluble lead concentration after a TCLP.
The soil represented by this sample would be classified as hazardous by the State of California upon excavation and classification as a waste material. 917
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www.intertek.com/building
FIGURES
918
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919
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919 of 1082
920
CC 02-03-2026 Searchable Packet
920 of 1082
www.intertek.com/building
TABLE
921
CC 02-03-2026 Searchable Packet
921 of 1082
Boring
Number
Sample
Depth (feet) Arsenic Lead gamma Chlordane alpha Chlordane Dieldrin 4,4'-DDE 4,4'-DDD 4,4'-DDT B1 0.5 7.25 10.4 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 2 <2.0 6.59 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005
B2 0.5 3.93 31.0 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 2 3.51 680 (18) {1.1} <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 B3 0.5 <2.0 22.8 <0.005 <0.005 <0.005 0.047 <0.005 0.0089 2 <2.0 10.3 <0.005 <0.005 <0.005 0.061 <0.005 0.020
B4 0.5 <2.0 <3.0 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 2 <2.0 <3.0 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005
B5 0.5 <4.0 <6.0 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
2 <4.0 <6.0 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
B6 0.5 <4.0 <6.0 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
2 <4.0 5.07 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
B7 0.5 NA 8.0 NA NA NA NA NA NA
2 NA 5.4 NA NA NA NA NA NA
B8 0.5 NA 7.0 NA NA NA NA NA NA
2NA 5.5 NA NA NA NA NA NA
RWQCB ESLs
0.067 80 0.48 0.48 0.037 1.8 2.7 1.9
0.31 320 2.2 2.2 0.16 8.3 12 8.5
2.0 160 14 14 1.1 57 81 57
Notes: All samples from borings B1-B6 collected on March 18, 2025. Alls samples from borings B7 and B8 collected on April 11, 2025 All concentrations are reported in milligrams per kilogram (mg/kg) with the exception of the WET and TCLP results, which are in milligrams per liter (mg/L). (18) = Soluble lead concentration after a WET; {1.1} = Soluble lead concentration after a TCLP.NA - Not Analyzed< = Not detected above the reporting limit indicated.RWQCB ESLs = Regional Water Quality Control Board Environmental Screening Levels (January 2019, rev. 2).Detections are indicated in bold. Concentrations that exceed the residential ESL are shaded.Boring Locations are presented in Figure 2.
Construction Worker
Commercial
TABLE 1
SUMMARY OF ANALYTICAL RESULTS - SOIL
Residential
922
CC 02-03-2026 Searchable Packet
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www.intertek.com/building
APPENDIX A
CITY OF CUPERTINO ENCROACHMENT PERMIT
923
CC 02-03-2026 Searchable Packet
923 of 1082
PW-2025-0143
643.26 1,000
355581
3/14/25
9/10/25
924
CC 02-03-2026 Searchable Packet
924 of 1082
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܆ ȱȱȱȱ¢ȱȮȱ¢DZȱտȱŝDZŖŖȱǯǯȱȱտ ŞDZŖŖȱǯǯȱȱȱȱȱȱȱȱտ ŚDZřŖȱǯǯȱȱȱȱȱտȱŜDZŖŖȱǯǯ ܆ ȱȱȱȱȱDZ տ ŞDZŖŖȱǯǯȱȱտ şDZřŖȱǯǯȱȱȱȱտȱřDZřŖȱǯǯȱȱտȱŚDZřŖȱǯǯ ܆ ¢ȱȱȱ ȱȱȱȱȱȃȱ Ȅȱ
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ȱ ȱǰȱȱȱȱȱȱȱȱ ȱśȱ¢ȱ ȱǯ
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܆ ȱȱȱȱǻȱŗŚǯŖŞǯŖŚŖǼ
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ȱȱȱȱȱȱ܆ȱȱȱȱȱȱȱ܆ Slurry seal entire excavation and 2ft beyond on all sides of ȱ¡ȱȱǯ ܆ ȱȱȱȱȱȱȱȱȱşśƖȱȱ ܆ ȱȱȱȱȱ ¢ȱȱȱȱǰȱ¢ȱȱȱȱȱȱȱǯ ȱȬ ȱ ȱǯ
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925
CC 02-03-2026 Searchable Packet
925 of 1082
www.intertek.com/building
APPENDIX B
LABORATORY REPORT
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CC 02-03-2026 Searchable Packet
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935
CC 02-03-2026 Searchable Packet
935 of 1082
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936
CC 02-03-2026 Searchable Packet
936 of 1082
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937
CC 02-03-2026 Searchable Packet
937 of 1082
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938
CC 02-03-2026 Searchable Packet
938 of 1082
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939
CC 02-03-2026 Searchable Packet
939 of 1082
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940
CC 02-03-2026 Searchable Packet
940 of 1082
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941
CC 02-03-2026 Searchable Packet
941 of 1082
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942
CC 02-03-2026 Searchable Packet
942 of 1082
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943
CC 02-03-2026 Searchable Packet
943 of 1082
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944
CC 02-03-2026 Searchable Packet
944 of 1082
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945
CC 02-03-2026 Searchable Packet
945 of 1082
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946
CC 02-03-2026 Searchable Packet
946 of 1082
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947
CC 02-03-2026 Searchable Packet
947 of 1082
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948
CC 02-03-2026 Searchable Packet
948 of 1082
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949
CC 02-03-2026 Searchable Packet
949 of 1082
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388 17th Street, Suite 230, Oakland, CA 94612 | (510) 420-8686 | www.baseline-env.com Mailing Address: PO Box 18586, Oakland, CA 94619
MEMORANDUM
Date: 16 May 2025 Job No.: 23308Ͳ04
To: Gian Martire, Senior Planner, City of Cupertino
From: Cem Atabek, Baseline Environmental Consulting
Subject: Peer Review of Subsurface Investigation Reports, Undeveloped Land West of Mary Avenue and Parkwood Drive, Cupertino, California
Baseline Environmental Consulting (Baseline) has performed a peer review on behalf of the City of Cupertino (City) for the Draft Subsurface Investigation Report dated 4 April 2025 and the Subsurface Investigation Report dated 24 April 2025, both prepared by Intertek PSI, for the undeveloped land west of Mary Avenue and Parkwood Drive identified as Santa Clara County Assessor’s Parcel Number 326Ͳ27Ͳ030 in Cupertino, California (Site). Baseline’s peer review presented below was performed to evaluate the adequacy of the Additional Phase II to ensure compliance with the requirements of Section 17.04.040(B) of the City’s Municipal Code. The Site is currently developed with a landscaped area and paved parking area and is proposed to be redeveloped for residential land use (the project).
DRAFT SUBSURFACE INVESTIGATION REPORT
The Draft Subsurface Investigation Report describes sampling and analysis of soil that was performed at the Site to evaluate potential contamination from aerially deposited lead (ADL) and past agricultural use of the Site. Soil samples were collected from three borings (B1 to B3) located within the landscaped area and three borings (B4 to B6) located within the paved parking area of the Site. Soil samples were collected from depths of 0.5 and 2 feet below the ground surface (bgs), and the samples were analyzed for organochlorine pesticides (OCPs), arsenic, and lead. Soluble lead was also analyzed in one sample based on the elevated concentration of total lead detected in the sample, as discussed further below. Based on our review of the Draft Subsurface Investigation Report, it appears that appropriate soil sampling and laboratory analytical methods were performed.
The soil sample results were compared to the San Francisco Bay Regional Water Quality Board Environmental Screening Levels (ESLs) for Residential Exposure (Residential ESLs) and Construction Workers Exposure (Construction Worker ESLs) and hazardous waste thresholds.
Baseline notes that the Construction Worker ESL for arsenic presented in Table 1 of the Draft Subsurface Investigation Report is 2.0 milligrams per kilogram (mg/kg); however, this ESL is based on cancer risk and there is a lower Construction Worker ESL for arsenic (0.98 mg/kg) 972
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Memorandum
May 16, 2025
23308Ͳ04 Mary Ave Phase II Peer Rev
which is based on the nonͲcancer hazard. Typically, the lower of the ESLs for cancer risk and nonͲcancer hazard is referenced as the appropriate ESL. The Draft Subsurface Investigation Report indicates that arsenic concentrations detected at the Site were below established background arsenic concentrations for Santa Clara Valley of up to 20 mg/kg and references the December 2011 background arsenic study titled Establishing Background Arsenic in Soil of the Urbanized San Francisco Bay Region by Dylan Duverge.
Baseline notes that this 2011 background arsenic study lists a range of arsenic concentrations detected in the northern Santa Clara Valley as being up to 20 mg/kg; however, it concludes that 11 mg/kg is an appropriate upper estimate (99th percentile) of regional background concentrations of arsenic, and 11 mg/kg is typically referred to as a screening level for naturally occurringbackground arsenic in the Bay Area. The concentration of arsenic detected at the Site range from 3.51 to 7.25 mg/kg, and therefore these arsenic concentrations appear to be naturally occurring background concentrations.
The Draft Subsurface Investigation Report indicates that based on the concentrations detected, arsenic and OCPs are not contaminants of concern, while lead is considered to be a contaminant of concern. Lead was detected in seven of the soil samples with concentrations that are typical of background conditions with the exception of the soil sample collected from boring B2 (near the center of the landscaped area on the Site) at 2 feet (sample ID B2Ͳ2), which was reported to contain 680 mg/kg of lead, exceeding the Residential ESL (80 mg/kg) and Construction Worker ESL (160 mg/kg). To evaluate whether the soil represented by sample B2Ͳ 2 would be a hazardous waste, when excavated, the sample was analyzed for soluble lead by the Waste Extraction Test (WET) and Toxicity Characteristic Leaching Potential (TCLP) methods.
Soluble lead analyzed by the WET method was detected at a concentration of 18 milligrams per liter (mg/L), which exceeds the Soluble Threshold Limit Concentration (STLC) of 5 mg/L. Soluble lead analyzed by the TCLP method was detected at a concentration of 1.1 mg/L, which is below the TCLP threshold of 5 mg/L. Based on the total and soluble lead results, the soil represented by sample B2Ͳ2 would be classified as nonͲResource Conservation and Recovery Act (nonͲRCRA) hazardous waste (or California hazardous waste) for waste disposal purposes.
The Draft Subsurface Investigation Report recommended additional soil sampling in the area of boring B2 prior to Site redevelopment to further define the extent of lead impacted soil and minimize the volume of soil being removed from the property as a California hazardous waste.
The Draft Subsurface Investigation Report recommended that if soil represented by sample B2Ͳ 2 would not be below a proposed building, as the new building would create a cap to eliminate contact with lead impacted soil, the soil represented by this sample should be excavated and removed from the property.
973
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Memorandum
May 16, 2025
Baseline notes that while capping of lead impacted soil beneath buildings would reduce the likelihood of exposure for future Site occupants, this remedial approach is not adequate without appropriate engineering controls, institutional controls, and regulatory oversight to ensure that the lead impacted soil would not create an exposure concern for future Site occupants or construction/maintenance workers. For situations where contaminated soil is capped, regulatory agencies typically require the establishment of a deed restriction and implementation of operation and maintenance activities to ensure that future Site occupants and construction/maintenance workers are aware of the remedial cap and contaminated soil conditions, and to ensure that the contaminated soil would remain capped and not be disturbed without appropriate precautions.
The Draft Subsurface Investigation Report also recommends that a Soil Management Plan (SMP) and a SiteͲSpecific Health and Safety Plan (SSHSP) be prepared prior to conducting any soil excavation as part of redevelopment of the subject property due to the detected concentrations of arsenic and lead. Baseline generally agrees with these recommendations; however, Baseline notes that response actions such as preparation and implementation of an SMP are typically not performed (or required by regulatory agencies) to address naturally occurring background concentrations of metals. The health and safety of construction workers is ultimately the responsibility of the contractor. The project applicant should provide the project contractor with the results of all soil sampling performed at the Site, and the contractor must prepare and implement an appropriate SSHSP that addresses potential exposure to soil as required by California Code of Regulations Title 8.
Subsurface Investigation Report
The Subsurface Investigation Report describes sampling and analysis of soil that was performed at the Site including the sampling and analytical results discussed in the Draft Subsurface Investigation Report, and additional sampling performed to evaluate the extent of lead impacted soil identified by sample B2Ͳ2. Two borings, B7 and B8, were advanced approximately 10 feet north and south of boring B2, respectively.Soil samples were collected from depths of
0.5 and 2 feet bgs, and the samples were analyzed for lead. Based on our review of the Subsurface Investigation Report, it appears that appropriate soil sampling and laboratory analytical methods were performed.
The analytical results from the soil samples collected from borings B7 and B8 revealed background concentrations of lead, indicating that the elevated lead is a localized condition in the area of boring BͲ2. The Subsurface Investigation Report also recommended that if soil represented by sample B2Ͳ2 would not be below a proposed building, the soil represented by this sample should be excavated and removed from the property. The Subsurface Investigation Report recommended that an SMP and SSHSP should be prepared for the proposed project that have appropriate stipulations associated with the lead impacted soil. 974
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Memorandum
May 16, 2025
Baseline notes that the lateral extent of lead impacted soil appears to have been defined to the north and south of boring BͲ2, however the vertical extent of lead impacted soil in the area of boring B2 has not been defined. Lead contamination from ADL is typically confined to the upper few feet of soil, and excavation of lead impacted soil at the Mary Avenue Dog Park (located adjacent to the north of the Site) extended to a maximum depth of below 2 feet bgs,1 which suggests that the impacts from lead at the Site may also be limited to the upper few feet of soil.
The lateral extent of lead impacted soil was also not defined to the east or west of boring BͲ2, however boring BͲ2 was located very close to the western Site boundary, and the eastͲwest dimension of the Site is relatively narrow (approximately 50 to 60 feet). Baseline considers the detection of lead at a concentration exceeding the Residential ESL and Construction Worker ESL in sample B2Ͳ2 to be a potentially unacceptable health risk for construction workers and future residential occupants of the Site. Section 17.04.050(B) of the City’s Municipal Code indicates:
If a Focused or other Phase II ESA, as required pursuant to Section 17.04.040(B)(1), identifies an unacceptable or a potentially unacceptable health risk, the project applicant shall, depending on the contaminant, contact either the Environmental Protection Agency (EPA), Department of Toxic Substances Control (DTSC), Regional Water Quality Control Board (RWQCB) or local Certified Unified Program Agency (CUPA). The project applicant shall enter into a regulatory agency oversight program with an appropriate regulatory agency, or an established voluntary oversight program alternative with an appropriate regulatory agency, as determined by the City, and follow the regulatory agency’s recommended response actions until the agency reaches a no further action determination, prior to issuance of any permit for a project that allows ground disturbing activity.
Based on the requirements of the City’s Municipal Code, Baseline recommends that the project applicant enter into a Remedial Action Agreement with the Santa Clara County Department of Environmental Health as an appropriate regulatory agency to oversee soil remediation at the Site.
Baseline recommends approval of the permit application for the project from a hazardous materials contamination standpoint, with the following conditions:
Remediation of lead impacted soil at the Site should be performed in accordance with an SMP prepared and implemented under regulatory agency oversight. The SMP should be prepared and certified by a qualified Environmental Professional, and should be submitted to the City 1 TRC, 2013. Environmental Services, Soil Removal Completion Report, Cupertino Dog Park, Cupertino, California, December 18.
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May 16, 2025
and the regulatory oversight agency for review and approval. The SMP should include the following:
x A description of the precise extent of proposed contaminated soil removal, proposed remediation goals, and detailed procedures for soil handling, soil characterization for offͲSite disposal or onͲSite reͲuse, confirmation sampling and analysis, and importing of clean fill material.
x Measures to prevent potential exposure of the surrounding public to contaminants that could be released in fugitive dust (e.g., dust control procedures, air monitoring protocols, and air monitoring action levels) during the removal of contaminated soil and other construction activities, in addition to preventing potential exposure of future Site occupants to contaminated soil.
x Notification procedures and response actions that would be taken if previously unidentified soil contamination or underground features of environmental concern (e.g., sumps, underground storage tanks) are identified during project construction activities.
x A requirement that all remedial excavation and contaminated soil handling and disposal activities be overseen by a qualified Environmental Professional, and that all confirmation and waste characterization soil sampling be performed by a qualified Environmental Professional.
The excavation and offͲSite disposal of contaminated soil and confirmation sampling results should be documented in a Completion Report prepared and certified by a qualified Environmental Professional which should be submitted to the regulatory oversight agency for review and approval, and the project applicant should provide the City with written evidence that the regulatory oversight agency has issued a no further action determination for the Site prior to the City issuing any permits that would allow other ground disturbing activity (beyond soil remediation) at the Site.
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Memorandum
Date: November 13, 2025
To: Mr. Andy Lief, Charities Housing
From: Kai-Ling Kuo, Andrea Lin
Subject: Transportation Study for Proposed Affordable Housing Project on Mary Avenue in Cupertino, California
Hexagon Transportation Consultants, Inc. has completed a transportation study for the proposed affordable housing project on Mary Avenue in Cupertino, California. The project proposes affordable housing between the SR 85 soundwall and Mary Avenue. The project proposes constructing 2 twostory buildings with a total of 40 dwelling units (19 affordable disabled housing units and 21 affordable housing units) and 20 on-site parking spaces (18 regular spaces and 2 accessible spaces) on a 0.8- acre site. Access to the buildings would be provided via 2 two-way driveways on Mary Avenue. The project site location and site plan are shown in Figure 1 and Figure 2, respectively.
Scope of Study
This study was conducted for the purpose of identifying the potential transportation impacts and operational issues related to the proposed development. The transportation impacts of the project were evaluated following the standards and methodologies established in the City of Cupertino’s Transportation Study (TS) Guidelines (January 2025). This study consists of a California Environmental Quality Act (CEQA) vehicle miles traveled (VMT) analysis and a transportation analysis per the TS Guidelines.
As discussed below, the project would result in an increase in net vehicle trip generation of 163 daily trips, which is within the definition of a Tier 2 project (projects with trip generation between 110 and 1,000 daily vehicle trips and less than 100 peak hour trips). Based on the City’s TS Guidelines, a Tier 2 transportation analysis requires an off-site intersection operations analysis, review of General Plan consistency, a parking supply evaluation, a site access and circulation assessment, and a safety assessment. The intersection operations analysis includes an analysis of weekday AM and PM peakhour traffic conditions at the intersection of Mary Avenue and Stevens Creek Boulevard.
VMT Analysis
Transportation impacts under CEQA are measured using VMT. The City of Cupertino TS Guidelines provide VMT exemption screening criteria for development projects. If a project meets the City’s screening criteria, the project is expected to result in a less-than-significant VMT impact and a detailed CEQA VMT analysis is not required.
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Cupertino
Sports Center
Cupertino
1 85
Morro Bay Ter Morro Bay Ter
Campus Dr
Lubec St
Anson Ave
Milford Dr
Castine Ave
S Stelling Rd
Imperial Ave
Bubb Rd
Greenleaf Dr
N Stelling Rd
Stevens Creek Blvd
Mary Ave
Glen Pl
Parkwood Dr
Parkwood Dr
Peninsula Blvd
Garden Gate
Elementary School
Cupertino
Memorial Park
De Anza
College
X = Study Intersection
= Site Location
LEGEND
Mary Ave
Dog Park
Mary Ave
Mary Avenue Aīordable Housing Project TA
Figure 1
Site Location and Study Intersection
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Mary Avenue Aīordable Housing Project TA
Figure 2
Site Circulation Plan
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Per the TS Guidelines, a project may be screened out if it meets one or more of the following criteria:
(1) a project located within one-quarter mile of a High-Quality Transit Corridor or transit stop as defined by CEQA; (2) local-serving retail of 50,000 square feet or less; or (3) land-use projects consisting of 100% affordable housing. The project would provide 100% affordable housing; thus, it is expected to result in a less-than-significant VMT impact and would not require detailed VMT analysis.
Existing Transportation System
The existing transportation system in the project study area is described below. Included are descriptions of the existing roadway network, pedestrian and bicycle facilities, and transit services.
Existing Roadway Network
Regional access to the project site is provided via SR 85. Local access to the site is provided via Stevens Creek Boulevard, Stelling Road, and Mary Avenue. These facilities are described below.
SR 85 is a six-lane freeway with two mixed-flow lanes and one high-occupancy vehicle (HOV) lane in each direction in the vicinity of the project site. SR 85 extends north through Mountain View, connecting with US 101, and south through San Jose, connecting again with US 101. Access to the project site is provided via its interchange with Stevens Creek Boulevard.
Stevens Creek Boulevard is an east-west roadway classified as a boulevard (arterial) in the City’s General Plan. It extends from Ridgeway Drive in the west to Bascom Avenue in the east. In the vicinity of the project site, Stevens Creek Boulevard has 6 lanes with left turn/U-turn pockets at intersections, a landscaped median, buffered bike lanes in each direction, and sidewalks along both sides of the roadway. On-street parking is prohibited on both sides of the roadway, and the posted speed limit is 35 miles per hour (mph). Access to the project site is provided via its intersection with Mary Avenue/Campus Drive.
Stelling Road is a north-south roadway classified as an avenue (major collector) in the City’s General Plan. It extends past Homestead Road in the north and past Prospect Road to the south. In the vicinity of the project site, Stelling Road has 4 lanes with left turn/U-turn pockets at intersections, a landscaped median, sidewalks along both sides of the roadway, and striped bike lanes in each direction. On-street parking is prohibited on both sides of the street. The posted speed limit is 35 mph. Access to the project site is provided via its intersection with Stevens Creek Boulevard.
Mary Avenue is a two-lane north-south local street classified as a neighborhood connector in the City’s General Plan. It extends from Meteor Drive in the north to Campus Drive in the south. Mary Avenue has sidewalks on the east side of the street and on the west side of the street for the most part, except along the project frontage. It has buffered and protected (Class IV) bike lanes on both sides of the roadway. On-street parking is allowed on both sides of the street north of Morro Bay Terrace. The parking is diagonal on the west side and parallel on the east side. The project would remove parking on the east side and change the west side to parallel parking. The posted speed limit is 30 mph. Mary Avenue provides direct access to the project site.
Existing Transit Services
Existing transit service to the City of Cupertino is provided by the Santa Clara Valley Transportation Authority (VTA). The VTA bus routes in the project vicinity and the bus stops near the project site are summarized in Table 1 and shown in Figure 3.
The closest bus stop is located about 2,100 feet away near the intersection of Mary Avenue and Stevens Creek Boulevard. The nearby bus stop located at De Anza College is about 2,600 feet from the project site. The bus stops on Stevens Creek Boulevard at Stelling Road are more than a half mile from the project site.
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Table 1
Existing Transit Services
Existing Bicycle Facilities
The bicycle facilities that exist in the project vicinity (see Figure 4) include bike lanes and bike routes.
Bike lanes are lanes on roadways designated for use by bicycles with special lane markings, pavement legends, and signage. Bike routes are signed bike routes where bicyclists share a travel lane with motorists.
Bike lanes are present on Mary Avenue (Class IV parking-protected on a portion of the west side between Lubec Street and Morro Bay Terrace and on a portion of the east side between the north end of Mary Avenue Dog Park and the Cupertino Memorial Park parking lot entrance, and Class IIB buffered lanes on the rest of the street), Stevens Creek Boulevard (Class II), Bubb Road (Class IV), and Stelling Road (Class II). A bike route in the area connects the project to local schools like Garden Gate Elementary school. In the project vicinity, the route is present along Lubec Street (east of Mary Avenue), Anson Avenue (north of Lubec Street) Milford Drive, Castine Avenue (north of Milford Drive) and Greenleaf Drive.
Existing Pedestrian Facilities
Pedestrian facilities consist of sidewalks, ADA compliant curb ramps, and crosswalks at many of the nearby intersections. In the vicinity of the project site, continuous sidewalks exist along the east side of Mary Avenue and both sides of Stevens Creek Boulevard, Campus Drive, and Stelling Road.
There is no sidewalk on the west side of Mary Avenue along the project frontage and the Dog Park.
There are two high-visibility crosswalks across Mary Avenue at unsignalized intersections along the street: one at Lubec Street north of the site and the other at the driveway for the Cupertino Memorial Park parking lot, south of the site, with rapid rectangular flashing beacons (RRFB). At the signalized intersection of Mary Avenue and Stevens Creek Boulevard, high-visibility crosswalks are provided across the north, south, east and west legs of the intersection.
Headways1
Route Route Description (minutes)
Local Routes
Route 51 Moffett Field/Ames Research Center -
West Valley College 5:50 AM to 8:00 PM 30 Mary Ave at Stevens Creek Boulevard 2,100
Route 55 Old Ironsides Station - De Anza College 5:20 AM to 10:50 PM 30 Stelling Road at Stevens Creek Boulevard 3,600
Route 252 De Anza College - Alum Rock via Valley
Medical Center 5:45 AM to 10:30 PM 30 Stelling Road at Stevens Creek Boulevard 3,700 Frequent Routes
Route 23 De Anza College - Alum Rock via
Stevens Creek Boulevard 4:50 AM to 1:30 AM 15 De Anza College (Campus Road) 2,600 Rapid 523 San Jose State University - Lockheed
Martin via De Anza Boulevard 5:20 AM to 11:30 PM 20 Stelling Road at Stevens Creek Boulevard 3,700
Notes:
2. Route 25 provides frequent service between Alum Rock Station and Santa Clara Valley Medical Center and less frequent service between Alum Rock Station and De Anza College.
Weekday Hours
of Operation Nearby Bus Stops
Walking Distance
from Nearest Stop to
Project Site (feet)
1. Headways during weekday peak periods as of October 2025. 982
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Cupertino
Sports Center
Cupertino
23 23
523
51 55
25 523
23, 51,
523
51 23, 51
51 23 55
25 85
Campus Dr
Lubec St
Anson Ave
Milford Dr
Castine Ave
S Stelling Rd
Imperial Ave
Bubb Rd
Greenleaf Dr
N Stelling Rd
Mary Ave
Glen Pl
Parkwood Dr
Parkwood Dr
Peninsula Blvd
Morro Bay Ter Morro Bay Ter
Stevens Creek Blvd
Garden Gate
Elementary School
Cupertino
Memorial Park
De Anza
College
= Site Location
LEGEND
XXX
523
XX = Local Bus Route
= Frequent Bus Route
= Rapid Bus 523
= Nearby Bus Route XX
Mary Ave
Dog Park
Mary Ave
Mary Avenue Aīordable Housing Project TA
Figure 3
Existing Transit Services
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Cupertino
Sports Center
Cupertino
85 Campus Dr
Lubec St
Anson Ave
Milford Dr
Castine Ave
S Stelling Rd
Imperial Ave
Bubb Rd
Greenleaf Dr
N Stelling Rd
Mary Ave
Glen Pl
Parkwood Dr
Parkwood Dr
Peninsula Blvd
Morro Bay Ter Morro Bay Ter
Stevens Creek Blvd
Garden Gate
Elementary School
Cupertino
Memorial Park
De Anza
College
= Existing Bike Routes (Class III Bikeway)
= Existing Bike Lanes (Class II Bikeway)
= Existing Buffered Bike Lanes (Class IIB Bikeway)
= Existing Protected Bike Lanes (Class IV Bikeway)
LEGEND
= Site Location
Mary Ave
Dog Park
Mary Avenue Aīordable Housing Project TA
Figure 4
Existing Bicycle Facilities
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Project Trip Estimates
The magnitude of traffic produced by a new development and the locations where that traffic would appear were estimated using a three-step process: (1) trip generation, (2) trip distribution, and (3) trip assignment. In determining project trip generation, the magnitude of traffic traveling to and from the proposed residential development was estimated for the AM and PM peak hours. As part of the project trip distribution and assignment, directions to and from which the project trips would travel were estimated and project trips generated were assigned to specific streets and intersections. These procedures are described below:
Trip Generation
Through empirical research, data have been collected that show trip generation rates for many types of land uses. The data are published in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 12th Edition. ITE does not have a category for developmentally disabled housing. The closest category for estimating trips generated by this land use is “Senior Adult Housing” as most residents of the project would likely not own cars and care takers or assistants would generate most of the trips. Using this category to represent the developmentally disabled housing units is likely a slight over-estimate of generated traffic because residents would not have cars.
Thus, trips that would be generated by the project were estimated using the ITE average trip rates for “Senior Adult Housing - Multifamily” (ITE Land Use 252) for the developmentally disabled units and “Affordable Housing” (ITE Land Use 223) for the proposed affordable housing units.
The proposed project is estimated to generate 163 daily vehicle trips, with 12 trips (3 inbound and 9 outbound) during the AM peak hour and 15 trips (9 inbound and 6 outbound) during the PM peak hour (see Table 2).
Table 2
Project Trip Generation Estimates
Trip Distribution and Assignment
The trip distribution pattern for the project was estimated based on the existing travel patterns on the surrounding roadway network and the locations of complementary land uses. The peak-hour trips generated by the project were assigned to the roadway system based on the trip distribution pattern, directions of approach and departure, and the roadway network connections. Project trip distribution and trip assignment are shown in Figure 5. For a conservative analysis, it is assumed that all trips from the project site would pass through the study intersection at Mary Avenue and Stevens Creek Boulevard.
Land Use Rate In Out Total Rate In Out Total
Proposed
Disabled Housing 1 19 d.u. 3.25 62 0.19 1 3 4 0.25 3 2 5 Affordable Housing 2 21 d.u. 4.81 101 0.36 2 6 8 0.46 6 4 10 Total Project Trips 163 3 9 12 9 6 15
Notes
d.u. = dwelling units
1 2 Trip generation rate for the proposed affordable are based on the ITE's Trip Generation Manual, 12th Edition rates for Land Use Code 223 "Affordable Housing."
Trip generation rate for the proposed housing for the developmentally disabled is based on the ITE's Trip Generation Manual, 12th Edition rates for Land Use Code 252 "Senior Adult Housing - Multifamily." Daily
Rate1
Daily
Trips
AM Peak Hour PM Peak Hour
Size
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Cupertino
Sports Center
Cupertino
1 85
Campus Dr
Lubec St
Anson Ave
Milford Dr
Castine Ave
S Stelling Rd
Imperial Ave
Bubb Rd
Greenleaf Dr
N Stelling Rd
Mary Ave
Glen Pl
Parkwood Dr
Parkwood Dr
Peninsula Blvd
Morro Bay Ter Morro Bay Ter
Stevens Creek Blvd
60% 40%
X
= Trip Distribution
= Study Intersection
= Site Location
LEGEND
XX%
XX(XX) = AM(PM) Peak-Hour Trips
Garden Gate
Elementary School
Cupertino
Memorial Park
De Anza
College
Mary Ave
Dog Park
Mary Ave
Mary Avenue Aīordable Housing Project TA
Figure 5
Project Trip Distribution and Assignment
1 Campus
Dr
Ave
Mary
Blvd
Creek
Stevens
5(4)4(2)
1(4)
2(5)
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Intersection Traffic Operations
This section presents the methods used to determine traffic conditions at the study intersection and the traffic effects of the project.
Scope of Analysis
This study analyzes the traffic effects of the project at the Mary Avenue/Campus Drive and Stevens Creek Boulevard intersection during the weekday AM and PM peak hours of commute traffic. Traffic conditions at the study location were analyzed for the weekday AM (7:00 AM to 9:00 AM) and PM (4:00 PM to 6:00 PM) peak hours of commute traffic. These periods represent the most congested traffic conditions on the surrounding street network during a typical weekday.
Intersection traffic conditions were evaluated for the following scenarios:
x Existing Conditions. Existing AM and PM peak-hour traffic volumes were obtained from new turning movement counts conducted on a typical weekday, October 7, 2025 (see Appendix A). x Existing Plus Project Conditions. Existing plus project traffic volumes were estimated by adding to the existing traffic volumes the additional traffic generated by the project (see Figure 5). Existing plus project conditions were evaluated relative to existing conditions to determine potential project adverse effects.
Intersection Level of Service Analysis Methodology
Traffic conditions at the study intersection were evaluated using level of service (LOS). Level of service is a qualitative description of operating conditions ranging from LOS A, or free-flow conditions with little or no delay, to LOS F, or jammed conditions with excessive delays.
The City of Cupertino evaluates level of service at signalized intersections based on the latest Highway Capacity Manual (HCM) level of service methodology. For the study, the intersection levels of service were analyzed using Synchro software in accordance with the HCM 7th Edition methodology. The HCM method evaluates signalized intersection operations based on average control delay time for all vehicles at an intersection. The correlation between average control delay and level of service is shown in Table 3.
Signalized study intersections are typically subject to the local municipalities’ level of service standards. The City’s TS Guidelines (2025) do not provide level of service standards for signalized intersections. For this study, an LOS D standard was applied to the study intersection based on the 2021 TS Guidelines.
Definition of Adverse Intersection Operational Effects
For most major intersections, a development is said to create an adverse effect on traffic conditions at a study intersection if for either hour, any of the following conditions occur:
1. The level of service at signalized intersections degrades from an acceptable level (LOS D or better) under no-project conditions to an unacceptable LOS E or F under project conditions.
2. The project would deteriorate already unacceptable operations at a signalized intersection by increasing the average critical delay by four or more seconds and increasing the critical volume-to-capacity (v/c) ratio by 0.01 or more; or increase the v/c ratio by 0.01 or more at an intersection with unacceptable operations when the change in critical delay is negative (i.e. decreases). This can occur if the critical movements change. 987
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Table 3
Signalized Intersection Level of Service Definitions Based on Average Control Delay The 2025 TS Guidelines also provide a deficiency criterion for intersection vehicle queuing as part of evaluating the project’s effect on traffic operations. An adverse effect on signalized intersection operations would occur if for either peak hour:
1. The project traffic would cause 95th percentile vehicle queues to exceed the existing or planned length of a turn pocket, or
2. Where a queue exceeds the available storage without the project, project traffic would increase the queue by more than 50 feet.
Lane Configurations and Traffic Volumes
The existing lane configurations at the study intersections are shown on Figure 6.
The traffic volumes for the existing conditions and existing plus project conditions are shown in Figure 6 and described above for the analysis scenarios.
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Cupertino
Sports Center
Cupertino
1 85
Campus Dr
Lubec St
Anson Ave
Milford Dr
S Stelling Rd
Imperial Ave
Bubb Rd
N Stelling Rd
Mary Ave
Glen Pl
Parkwood Dr
Parkwood Dr
Peninsula Blvd
Morro Bay Ter Morro Bay Ter
Stevens Creek Blvd
X = Study Intersection
= Site Location
LEGEND
XX(XX) = AM(PM) Peak-Hour Traffic Volumes
Cupertino
Memorial Park
De Anza
College
= Signalized Intersection
Mary Ave
Dog Park
Mary Ave
Mary Avenue Aīordable Housing Project TA
Figure 6
Existing Lane Configuration and Study Traffic Volumes
1 Campus
Dr
Ave
Mary
Blvd
Creek
Stevens
11 Existing Volumes Existing + Project Volumes
Blvd
Creek
Campus
Dr
Stevens
Blvd
Creek
Campus
Dr
Stevens
Mary
Ave
Mary
Ave
40(84)
3(5)
9(30)
181(69)10(8)99(71)
88(43)
722(863)
94(101)
98(136)
732(1377)
107(33)
40(84)
3(5)
9(30)
186(73)10(8)103(73)
88(43)
722(863)
95(105)
100(141)
732(1377)
107(33)
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Intersection Levels of Service
The results of the intersection level of service analysis (see Table 4) show that the study intersection would operate at an acceptable level of service under existing and existing plus project conditions.
The intersection level of service calculation report is included in Appendix B.
Table 4
Intersection Level of Service Summary
Intersection Queuing Analysis
Typically, vehicle queuing analysis is done for high-demand movements at intersections where the project would add a substantial number of trips to the left-turn movements (10 or more peak hour vehicle trips per lane). The project would not be adding 10 or more peak hour vehicle trips per lane to any turning movement (see Figure 5). Thus, it is not expected that the addition of the project would negatively affect the existing queuing conditions.
General Plan Consistency
The project is located on Mary Avenue, which is a local street. This street is not identified on the City’s High Injury Network. The project would not conflict with the General Plan policies because the project would not affect access to roadways, transit, bicycle, or pedestrian facilities.
Pedestrian Facilities
The existing pedestrian facilities in the project vicinity provide good connectivity with continuous sidewalks from the project site to nearby points of interest, including bus stops, schools, and parks.
High-visibility crosswalks across Mary Avenue are provided at the unsignalized intersections at Lubec Street to the north and at Cupertino Memorial Park driveway to the south.
There is currently no sidewalk along the project frontage. The project would construct a new 4.5-footwide sidewalk along its frontage on Mary Avenue to connect to the existing sidewalk to the south and the dog park to the north. The new sidewalk is consistent with the existing sidewalk configuration within the adjacent neighborhood. The sidewalk would be buffered from traffic by a 5-foot-wide bike lane, 2.5-foot buffer, and parallel street parking. Walkways from the street frontage would provide direct access to the buildings.
The project would not affect the existing pedestrian access in the area. The project would provide adequate pedestrian facilities on site connecting pedestrians to the rest of the City’s pedestrian facilities.
Bicycle Facilities
The project proposes re-aligning the existing bike lane along the project frontage and converting the angled street-parking spaces to parallel street-parking spaces. The proposed bike lane would be 5 feet wide, which meets the minimum recommendation of 5 feet for lateral clearance of bike lanes listed in the VTA bicycle technical guidelines. The bike lane would be protected from vehicular traffic by 8-foot-wide parallel parking spaces and a 2.5 foot striped buffer between the bike lane and the LOS Peak Delay1 Delay1 Change in
# Intersection Standard Control Hour (sec) LOS (sec) LOS Delay AM 31.6 C 31.6 C 0.0
PM 27.0 C 27.2 C 0.2
Notes:
1. Average delay (seconds per vehicle) is reported for signalized intersections. 1 Mary Ave/Campus Dr & Stevens Creek Blvd D Signal
Existing Existing plus Project
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parking spaces. The project would introduce two driveways along the west side of Mary Avenue that would cross the bike lane. The project proposes using a different paving material to signal to drivers to slow down and look out for cyclists and pedestrians. The landscaping planters and curb islands next to the driveways would also provide adequate line of sights for cyclists and pedestrians.
The project proposes two pairs of reverse curves to create a lateral shift of the bike lane at the north and south ends of the project site to connect the proposed bike lane to the existing bike lane. The National Association of City Transportation Officials (NACTO) design guidelines for Bike Transitions, which are adapted from the Urban Bikeway Design Guide, Third Edition, was used to evaluate the proposed reverse curves. For an urban street, a design speed of 10 mph could be assumed for protected bike lanes. For an approach speed of 10 mph, NACTO recommends a minimum edge radius of 18 feet. At the north end of the site, the curve radii are less than 18 feet, which cannot accommodate a travel speed of 10 mph. At the south end of the site, the curve radii are greater than 18 feet.
Recommendation: To accommodate a design speed of 10 mph for the bike lane per NACTO’s guidelines, the turn radii of the reserve curves on the north end of the project site should be a minimum of 18 feet and signage should be added ahead of the curves to inform cyclists to slow down to 10 mph.
The proposed bicycle lane would connect to the existing bicycle lane on Mary Avenue; thus the proposed project would not conflict with any planned facilities identified in the City of Cupertino 2016 Bicycle Transportation Plan.
Transit Services
As previously stated, the closest bus stop serves Local Route 51 and is located about 2,100 feet away at the intersection of Mary Avenue and Stevens Creek Boulevard. The nearby bus stop for Frequent Route 23 is located at De Anza College and is about 2,600 feet from the project site. The bus stops in both directions can be accessed via the existing pedestrian network. Any small increase in transit trips is expected to be accommodated by the existing transit capacity.
Parking
Vehicle Parking
The City of Cupertino minimum parking requirement for medium density multi-family housing per the City’s Zoning Code (Table 19.124.040(A)) is two parking spaces per dwelling unit. Because the project would provide 100% affordable housing, the project can qualify for the State Density Bonus Law. Per public Resources Code Section 65915(p)(2), the City may not impose minimum vehicular parking ratios for developments that include at least 20% low-income units that exceed 0.5 spaces per unit.
Therefore, for the proposed 40 dwelling units, the project would be required to provide 20 parking spaces per the State Density Bonus Law. Additionally, approximately half of the dwelling units provided by the project would be for developmentally disabled residents that would not own cars or drive. The project proposes a total of 20 parking spaces in an on-site parking lot. Thus, the project meets the State Density Bonus Law parking requirements.
Bicycle Parking
The City’s zoning code requires medium density multi-family developments to provide one long-term (Class I Facility) bicycle parking space per 2 residential units and one short-term (Class II Facility) bicycle parking space per 10 residential units. For the proposed 40 units, the project would be required to provide 20 long-term and 4 short-term bicycle parking spaces. The project proposes 16 inverted-U bike racks (which provide 2 bicycle parking spaces per inverted-U bike rack): 4 bike racks 991
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in front of Building 1 near the community room, 3 bike racks north of Building 1, 1 rack in front of Building 2 near the manager’s office, 4 bike racks behind Building 1 near the elevators, and 4 bike racks behind Building 2 near the elevators. The 8 proposed bike racks in front of buildings would provide 16 short-term parking spaces for public use, which would meet the short-term bicycle parking requirement. The 8 bike racks behind the buildings near the elevators could provide 16 parking spaces for residents. However, these spaces are not protected. Thus, the project does not meet the minimum requirements for long-term bicycle parking spaces.
Recommendation: To meet the city’s requirements, the project should provide 20 long-term bicycle parking spaces. These long-term bicycle parking spaces should be provided in bicycle lockers (fully enclosed space accessible only by the owner of the bicycle), restricted access rooms (locked room or enclosure accessible only to the owners), or enclosed cages (chain link enclosures with a lock).
Removal of On-Street Parking
The project would convert the angled street-parking spaces to parallel street-parking spaces on its frontage along Mary Avenue and remove the parallel street-parking spaces on the east side of the street across from the project frontage. This would remove 84 angled street-parking spaces on the west side and 38 parallel street-parking spaces on the east side (approximately 950 feet) and add 33 parallel parking spaces to the west side of Mary Avenue, which would result in a net loss of 89 streetparking spaces.
Hexagon previously conducted a parking study (see Appendix C) to identify the current parking supply and demand of the on-street parking on Mary Avenue between Lubec Street and Stevens Creek Boulevard. There are currently 171 diagonal parking spaces provided along the west side and 70 parallel parking spaces provided on the east side, for a total of 241 on-street parking spaces. The parking study found the existing peak parking demand was 37 parking spaces (26 spaces on the west side of Mary Avenue and 11 spaces on the east side of Mary Avenue) with 7 occupied spaces along the project frontage.
As stated previously, the project meets the vehicular parking requirements per the State Density Bonus Law with the proposed parking on site. Additionally, approximately half of the dwelling units provided by the project would be for developmentally disabled residents that would not own cars or drive. Therefore, the project is not expected to increase parking demand for on street parking.
With the project, there would be 152 on-street parking spaces (with 33 parallel parking spaces along the project frontage), which would still provide enough spaces to meet the anticipated parking demand (37 total spaces and 7 spaces along the project frontage).
Site Access and Circulation
A review of the project site plan was performed to identify the adequacy of site access and on-site circulation. This review is based on the site plan dated May 9, 2025 (see Figure 2 and Figure 7).
Vehicle access to the site would be provided via two driveways along Mary Avenue.
Driveway Design and Operations
The project proposes two driveways on Mary Avenue: one located opposite Parkwood Drive and the other about 180 feet south of that driveway. Two driveways are necessary because the project proposes angled on-site parking. The site is not wide enough to provide 90-degree parking.
Per the City’s Standard Details 1-20, driveway width for commercial/high density residential should be between 24 and 32 feet. The driveway to the north (near Building 2) would be 24 feet wide and the driveway to the south (near Building 1) would be 26 feet wide, which meets the City’s requirements for driveway width.
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Mary Avenue Affordable Housing Project TA November 13, 2025 Page | 16
The project-generated trips that are estimated to access both driveways are 12 trips during the AM peak hour (3 inbound and 9 outbound) and 15 trips during the PM peak hour (9 inbound and 6 outbound). Due to the low number of AM and PM peak hour project-generated trips, operational issues related to vehicle queuing or delays, or with potential pedestrian or bicycle traffic would be minimal at the project driveways.
The distance between the first 90-degree parking stall and the street edge for both of the driveways is 24 feet. Thus, there is enough room for one inbound vehicle to queue in the driveway without blocking the traffic on Mary Avenue. The maximum number of vehicles that would enter a driveway is 9 inbound vehicles during the PM peak hour, which is equivalent to approximately one vehicle every 6 minutes. Thus, no inbound queuing issues are expected at the project driveways.
Driveway Sight Distance
The project driveways should be free and clear of any obstructions to provide adequate sight distance, thereby ensuring that exiting vehicles can see pedestrians on the sidewalk and vehicles and bicycles traveling along Mary Avenue. Any landscaping and signage should be located in such a way to ensure an unobstructed view for drivers exiting the site and turning onto Mary Avenue. Providing the appropriate sight distance reduces the likelihood of a collision at a driveway and provides drivers with the ability to locate sufficient gaps in traffic.
The project proposes trees that would be planted along the Mary Avenue frontage near the driveways. Per the City’s Standard Details 7-2, the canopies of the trees should be at least 8.5 feet in height so that they do not impede the view of exiting drivers. If additional frontage improvements, such as signage or additional landscaping, are proposed, they should be located so that the view of exiting drivers is not impeded or not exceed 3.5 feet in height, per the City’s Standard Details 7-2.
The minimum acceptable sight distance is considered the Caltrans stopping sight distance. Sight distance requirements vary depending on roadway speeds. Mary Avenue has a speed limit of 30 mph, so the Caltrans stopping sight distance is 250 feet (based on a design speed of 35 mph).
Accordingly, a driver must be able to see 250 feet along Mary Avenue to stop and avoid a collision.
Based on the site plan and narrow travel lanes on Mary Avenue, on-street parking next to the project driveways would potentially block the line of sight of exiting drivers (see Figure 8).
Recommendation: To ensure drivers exiting the project driveways have adequate lines of sight, it is recommended that two parallel parking spaces on the north side of each driveway and one parking space on the south side of the project driveways be removed. If the driveways are changed to oneway as recommended below, only the parking spaces next to the outbound driveway (south driveway) need to be removed. The on-street parking supply would still be adequate with the reduction of these six parallel parking spaces.
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Mary Avenue Aīordable Housing Project TA
Figure 7
Proposed Parking Lot Plan
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Mary Avenue Aīordable Housing Project TA
Figure 8
Sight Distance
LEGEND
= Recommended Parallel Parking Spaces to be Removed
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Mary Avenue Affordable Housing Project TA November 13, 2025 Page | 19
On-Site Circulation and Stall Dimensions
On-site vehicular circulation was reviewed in accordance with generally accepted traffic engineering standards. The project would provide an on-site surface parking lot (20 parking spaces) with a oneway aisle. In the parking lot, there would be two 90-degree parking spaces on the north end, two 90- degree parking spaces on the south end, and 16 angled parking spaces (60 degrees) along the west side of the parking lot (see Figure 7).
The driveways to access the parking lot would be two-way driveways that are 24 feet wide and 26 feet wide with a 26-foot-wide drive aisle to access the 90-degree parking spaces. The drive aisle to access the 60-degree angled parking spaces would be a one-way aisle that is 14 feet wide.
Recommendation: For improved circulation, it is recommended that the driveways are one-way, with the north driveway for inbound only and the south driveway for outbound only.
Per the City of Cupertino’s Zoning Code Table 19.124.040(B), the minimum parking stall dimensions should be 8.5 feet wide and 18 feet long. Two-way drive aisles to access 90-degree parking spaces should be a minimum of 22 feet wide. The 90-degree parking spaces on the north and south ends of the parking lot would be a minimum of 8.5 feet wide and 16 feet long and would be accessed by a drive aisle that is 26 feet wide. The parking spaces include a 2-foot overhang into the walkway in front of the spaces, which effectively would provide a 6-foot walkway (sufficient for pedestrians to travel through). Based on the site plan, the proposed 90-degree parking spaces would meet the City’s minimum stall dimensions.
Per Table 19.124.040(B), a one-way aisle to access 60-degree angle parking spaces should be a minimum of 13 feet wide. Based on the proposed parking lot plan, the 60-degree angle parking spaces would be 8.5 feet wide, 18 feet long, and have a one-way aisle that is 14 feet wide. Thus, the project’s angled parking spaces would meet the City’s minimum requirements.
Emergency Vehicle Access and Circulation
The City of Cupertino Fire Department requires a minimum driveway width of 20 feet, requires turnarounds for driveways more than 150 feet in length, and requires a minimum of 13.5 feet of vertical clearance. The project site has a maximum depth of 42 feet from Mary Avenue. Therefore, Mary Avenue would serve as the project’s fire access road.
Garbage Truck Access and Circulation
Concrete trash pads/enclosures are shown in the parking lot. All garbage collection activities would occur on-site. Garbage trucks would need to pull into one of the driveways, perform garbage collection activities, back out onto Mary Avenue, and pull into the other driveway to perform the rest of the garbage collection activities. The truck would encroach onto the opposite travel lane when turning into and out of the driveways. However, because of the relatively low volumes on Mary Avenue, it is not expected that this would cause any operational issues. Figure 7 shows site access and circulation for garbage trucks.
Safety Assessment
The project would not alter any streets in the area. The project driveways and the internal aisles on site are designed in accordance with city standards. The project would generate mostly passenger vehicles, and the surrounding roadway system is designed to accommodate these vehicles.
Therefore, the project would not worsen existing geometric hazards or create new geometric hazards. 996
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Mary Avenue Affordable Housing Project TA November 13, 2025 Page | 20
Conclusions
The transportation analysis for the Mary Avenue Affordable Housing Project resulted in the following conclusions:
x Trip Generation. The proposed project is estimated to generate 163 new daily vehicle trips, with 12 trips (3 inbound and 9 outbound) during the AM peak hour and 15 trips (9 inbound and 6 outbound) during the PM peak hour.
x Intersection Operation. The Mary Avenue and Stevens Creek Boulevard intersection would operate at an acceptable level of service under existing and existing plus project conditions. x Site Access and Circulation. The site access and circulation review resulted in the following recommendations:
o Long-term Bicycle Parking. To meet the city’s requirements, the project should provide 20 long-term bicycle parking spaces. These long-term bicycle parking spaces should be provided in bicycle lockers (fully enclosed space accessible only by the owner of the bicycle), restricted access rooms (locked room or enclosure accessible only to the owners, or enclosed cages (chain link enclosures with a lock).
o Sight Distance. To ensure drivers exiting the project driveways have adequate lines of sight, it is recommended that two parallel parking spaces on the north side of each driveway and one parking space on the south side of the project driveways be removed. If the driveways are changed to one-way as recommended below, only parking spaces next to the outbound driveway need to be removed.
o Site Circulation. It is recommended that the driveways be one-way access, with the north driveway for inbound only and the south driveway for outbound only. o Bike Lane. To accommodate a design speed of 10 mph for the bike lane, the turn radii of the reserve curves on the north end of the project site should be a minimum of 18 feet and signage should be added ahead of the curves to inform cyclists to slow down to 10 mph.
ATTACHMENTS
Appendix A – Traffic Counts
Appendix B – Intersection Level of Service Calculations Appendix C – Parking Study
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Appendix A
Traffic Counts
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STEVENS CREEK BLVD STEVENS CREEK BLVD CAMPUS DRIVE MARY AVE (303) 216-2439
www.alltrafficdata.net
Location: 1 CAMPUS DRIVE & STEVENS CREEK BLVD AM
Date: Tuesday, October 7, 2025
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
290 187
904
845
200 52
937
951
0.90 N
S
EW
0.84 0.87
0.84 0.85
(592) (436)
(2,234)
(2,013)
(2,268)
(2,312)
(584) (163) 181
0 99
94 722
83 107
732
90 5
8 10
04039
STEVENS CREEK BLVD
STEVENS CREEK BLVD
CAMPUS DRIVE
MARY AVE
5 8
7 3
N
S
EW
3 5
6 1
0 5
2 1
2 292
9 1
3 0
030
1 1
7 0
1 N
S
W E
2 0
1 0
0163
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 1 13 67 0 5 88 10 12 0 3 0 0 0 3 0 16 218 0 1 2 1 1,098 7:15 AM 1 15 66 3 7 11 1 3 115 0 1 0 0 5 1 5 234 1,403 0 3 0 0 7:30 AM 0 10 82 6 6 22 2 4 130 0 4 0 0 30 0 0 296 1,773 0 0 1 1 7:45 AM 4 24 94 14 1 7 129 22 0 3 0 0 0 22 1 29 350 1,975 0 2 0 1 8:00 AM 1 17 129 19 1 16 208 34 0 10 0 3 0 27 2 56 523 2,183 0 0 1 1 8:15 AM 0 25 202 25 1 28 196 19 0 14 2 4 0 27 4 57 604 2,090 2 5 3 0 8:30 AM 4 28 155 27 2 17 167 18 0 7 1 1 0 34 3 34 498 2,034 0 0 3 2 8:45 AM 3 20 246 36 1 22 151 23 0 9 0 1 0 11 1 34 558 2,069 1 3 0 2 9:00 AM 0 13 142 39 1 44 116 21 0 12 1 6 0 9 3 23 430 2,020 0 5 0 1 9:15 AM 0 10 190 58 0 46 160 20 0 17 1 7 0 8 1 30 548 2 5 0 1 9:30 AM 0 16 220 45 0 21 152 11 0 17 2 10 0 8 1 30 533 1 4 0 2 9:45 AM 0 20 167 45 1 24 157 24 0 18 1 5 0 18 3 26 509 0 3 0 3 Count Total 1,76021114 327 1,76923711 217 0 115 8 40 0 202 20 370 5,301 6 31 10 15 Peak Hour 8 90 732 5 83 722 0 40 3 0 99 10 2,183 107 94 9 181 3 8 7 5 999
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STEVENS CREEK BLVD STEVENS CREEK BLVD CAMPUS DRIVE MARY AVE (303) 216-2439
www.alltrafficdata.net
Location: 1 CAMPUS DRIVE & STEVENS CREEK BLVD PM
Date: Tuesday, October 7, 2025
Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles
Note: Total study counts contained in parentheses.
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
148 231
1,007
1,478
84 119
1,546
1,027
0.97 N
S
EW
0.86 0.89
0.73 0.94
(422) (661)
(2,766)
(4,055)
(2,821)
(4,241)
(298) (406) 69
0 71
101
863
43 33
1,377
125
0 11
8 084530
STEVENS CREEK BLVD
STEVENS CREEK BLVD
CAMPUS DRIVE
MARY AVE
7 20
2 1
N
S
EW
18 2
1 1
1 6
0 1
0 111
4 6
3 0
000
0 0
3 1
1 N
S
W E
0 0
0 0
0122
0 0
0 0
Left Thru Right Total
Interval Eastbound
Start Time
Rolling
Hour West East South North
Pedestrian Crossings
U-Turn
Westbound Northbound Southbound
U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 5 34 370 18 0 17 200 20 0 16 3 21 0 12 0 23 739 2,666 0 9 2 1 4:15 PM 0 23 247 16 0 9 197 22 0 29 2 11 0 16 2 16 590 2,637 2 3 1 0 4:30 PM 1 19 340 18 0 9 186 17 0 20 0 14 0 17 1 17 659 2,773 1 6 0 1 4:45 PM 1 20 394 16 0 7 165 16 0 9 0 12 0 25 0 13 678 2,781 0 1 0 1 5:00 PM 4 40 383 42 0 8 188 8 61 0 20 1 0 9 5 4 710 2,820 0 2 0 0 5:15 PM 3 26 345 14 0 9 235 26 0 19 2 6 0 21 1 19 726 2,728 0 1 1 5 5:30 PM 1 29 297 71 0 12 221 7 1 0 25 1 2 2 0 20 1 4 667 2,757 1 13 0 2 5:45 PM 3 30 352 83 0 14 219 0 61 0 20 1 0 21 1 2 717 2,667 0 4 1 0 6:00 PM 7 26 268 16 1 14 163 42 0 28 1 17 0 16 3 16 618 2,349 1 12 0 0 6:15 PM 4 44 305 20 2 15 229 39 0 39 3 16 0 16 3 20 755 1 6 0 2 6:30 PM 4 31 248 14 2 6 183 29 0 18 2 9 0 18 1 12 577 1 5 1 0 6:45 PM 2 23 159 21 1 6 149 3 51 0 11 1 0 15 1 1 399 1 2 1 3 Count Total 3,70834535 153 6 2,335126 299 0 17254 135 0 206 19 197 7,835 8 64 7 15 Peak Hour 11 125 1,377 0 43 863 0 84 5 0 71 8 2,820 33 101 30 69 1 20 2 7 1000
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Appendix B
Intersection Level of Service Calculations
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HCM 7th Signalized Intersection Summary Existing AM
1: Campus Dr/Mary Ave & Stevens Creek Blvd 1 - Ex AM
10/15/2025 Synchro 12 Report
Hexagon Transportation Consultants, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 732 107 88 722 94 40 3 9 99 10 181 Future Volume (veh/h) 98 732 107 88 722 94 40 3 9 99 10 181 Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 109 813 119 98 802 104 44 3 10 110 11 201 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 141 1207 176 128 1193 154 129 143 478 143 787 793 Arrive On Green 0.08 0.27 0.27 0.07 0.26 0.26 0.04 0.38 0.38 0.08 0.42 0.42 Sat Flow, veh/h 1781 4502 655 1781 4578 590 3456 379 1264 1781 1870 1585 Grp Volume(v), veh/h 109 614 318 98 595 311 44 0 13 110 11 201 Grp Sat Flow(s),veh/h/ln 1781 1702 1752 1781 1702 1764 1728 0 1643 1781 1870 1585 Q Serve(g_s), s 5.3 14.3 14.5 4.8 14.0 14.1 1.1 0.0 0.4 5.4 0.3 6.5 Cycle Q Clear(g_c), s 5.3 14.3 14.5 4.8 14.0 14.1 1.1 0.0 0.4 5.4 0.3 6.5 Prop In Lane 1.00 0.37 1.00 0.33 1.00 0.77 1.00 1.00
Lane Grp Cap(c), veh/h 141 913 470 128 887 460 129 0 621 143 787 793 V/C Ratio(X) 0.77 0.67 0.68 0.77 0.67 0.68 0.34 0.00 0.02 0.77 0.01 0.25 Avail Cap(c_a), veh/h 510 1929 993 490 1891 980 368 0 621 510 787 793 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.2 29.1 29.2 40.6 29.5 29.6 41.8 0.0 17.4 40.2 15.0 12.7 Incr Delay (d2), s/veh 8.6 0.9 1.7 9.2 0.9 1.7 1.6 0.0 0.1 8.5 0.0 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 5.8 6.2 2.4 5.7 6.0 0.5 0.0 0.2 2.7 0.1 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 48.8 30.0 30.9 49.8 30.4 31.3 43.4 0.0 17.4 48.7 15.1 13.5 LnGrp LOS DCCDCCD BDBB
Approach Vol, veh/h 1041 1004 57 322
Approach Delay, s/veh 32.2 32.6 37.5 25.6
Approach LOS C C D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.6 38.2 10.9 28.4 7.8 42.0 11.6 27.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 21.5 24.5 50.5 9.5 37.5 25.5 49.5 Max Q Clear Time (g_c+I1), s 7.4 2.4 6.8 16.5 3.1 8.5 7.3 16.1 Green Ext Time (p_c), s 0.2 0.0 0.2 7.4 0.0 0.7 0.2 7.1 Intersection Summary
HCM 7th Control Delay, s/veh 31.6
HCM 7th LOS C
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HCM 7th Signalized Intersection Summary Existing PM
1: Campus Dr/Mary Ave & Stevens Creek Blvd 2 - Ex PM
10/15/2025 Synchro 12 Report
Hexagon Transportation Consultants, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 136 1377 33 43 863 101 84 5 30 71 8 69 Future Volume (veh/h) 136 1377 33 43 863 101 84 5 30 71 8 69 Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 151 1530 37 48 959 112 93 6 33 79 9 77 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 188 2210 53 67 1684 196 165 72 393 103 555 637 Arrive On Green 0.11 0.43 0.43 0.04 0.36 0.36 0.05 0.29 0.29 0.06 0.30 0.30 Sat Flow, veh/h 1781 5128 124 1781 4637 540 3456 250 1373 1781 1870 1585 Grp Volume(v), veh/h 151 1016 551 48 703 368 93 0 39 79 9 77 Grp Sat Flow(s),veh/h/ln 1781 1702 1848 1781 1702 1773 1728 0 1623 1781 1870 1585 Q Serve(g_s), s 8.0 23.3 23.3 2.6 15.9 16.0 2.5 0.0 1.7 4.2 0.3 2.9 Cycle Q Clear(g_c), s 8.0 23.3 23.3 2.6 15.9 16.0 2.5 0.0 1.7 4.2 0.3 2.9 Prop In Lane 1.00 0.07 1.00 0.30 1.00 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 188 1467 797 67 1236 644 165 0 465 103 555 637 V/C Ratio(X) 0.80 0.69 0.69 0.72 0.57 0.57 0.56 0.00 0.08 0.77 0.02 0.12 Avail Cap(c_a), veh/h 510 2426 1317 250 1930 1005 413 0 465 324 555 637 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.0 22.2 22.2 45.8 24.6 24.6 44.8 0.0 25.1 44.7 23.9 18.1 Incr Delay (d2), s/veh 7.8 0.6 1.1 13.3 0.4 0.8 3.0 0.0 0.4 11.3 0.1 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 9.0 9.9 1.4 6.3 6.7 1.1 0.0 0.7 2.2 0.2 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 49.8 22.8 23.3 59.1 25.0 25.4 47.8 0.0 25.4 56.0 24.0 18.5 LnGrp LOS D C C E C C D C E C B
Approach Vol, veh/h 1718 1119 132 165
Approach Delay, s/veh 25.3 26.6 41.2 36.7
Approach LOS C C D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 8.1 45.9 9.1 33.0 14.6 39.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 17.5 22.5 13.5 68.5 11.5 28.5 27.5 54.5 Max Q Clear Time (g_c+I1), s 6.2 3.7 4.6 25.3 4.5 4.9 10.0 18.0 Green Ext Time (p_c), s 0.1 0.1 0.0 16.2 0.1 0.2 0.4 9.0 Intersection Summary
HCM 7th Control Delay, s/veh 27.0
HCM 7th LOS C
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HCM 7th Signalized Intersection Summary Existing+Project AM 1: Campus Dr/Mary Ave & Stevens Creek Blvd 3 - Ex+P AM
10/15/2025 Synchro 12 Report
Hexagon Transportation Consultants, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 100 732 107 88 722 95 40 3 9 103 10 186 Future Volume (veh/h) 100 732 107 88 722 95 40 3 9 103 10 186 Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 813 119 98 802 106 44 3 10 114 11 207 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 144 1206 175 131 1191 156 129 142 473 147 785 793 Arrive On Green 0.08 0.27 0.27 0.07 0.26 0.26 0.04 0.37 0.37 0.08 0.42 0.42 Sat Flow, veh/h 1781 4502 655 1781 4567 600 3456 379 1264 1781 1870 1585 Grp Volume(v), veh/h 111 614 318 98 597 311 44 0 13 114 11 207 Grp Sat Flow(s),veh/h/ln 1781 1702 1752 1781 1702 1762 1728 0 1643 1781 1870 1585 Q Serve(g_s), s 5.5 14.4 14.5 4.8 14.0 14.2 1.1 0.0 0.4 5.6 0.3 6.7 Cycle Q Clear(g_c), s 5.5 14.4 14.5 4.8 14.0 14.2 1.1 0.0 0.4 5.6 0.3 6.7 Prop In Lane 1.00 0.37 1.00 0.34 1.00 0.77 1.00 1.00
Lane Grp Cap(c), veh/h 144 912 469 131 888 460 129 0 615 147 785 793 V/C Ratio(X) 0.77 0.67 0.68 0.75 0.67 0.68 0.34 0.00 0.02 0.77 0.01 0.26 Avail Cap(c_a), veh/h 509 1925 991 489 1886 977 368 0 615 509 785 793 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.3 29.2 29.3 40.6 29.6 29.6 41.9 0.0 17.6 40.2 15.1 12.8 Incr Delay (d2), s/veh 8.5 0.9 1.7 8.2 0.9 1.8 1.6 0.0 0.1 8.4 0.0 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 5.8 6.2 2.4 5.7 6.1 0.5 0.0 0.2 2.8 0.1 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 48.7 30.1 31.0 48.8 30.5 31.4 43.5 0.0 17.7 48.5 15.2 13.6 LnGrp LOS DCCDCCD BDBB
Approach Vol, veh/h 1043 1006 57 332
Approach Delay, s/veh 32.3 32.5 37.6 25.6
Approach LOS C C D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.9 37.9 11.1 28.4 7.8 42.0 11.7 27.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 21.5 24.5 50.5 9.5 37.5 25.5 49.5 Max Q Clear Time (g_c+I1), s 7.6 2.4 6.8 16.5 3.1 8.7 7.5 16.2 Green Ext Time (p_c), s 0.2 0.0 0.2 7.4 0.0 0.7 0.2 7.1 Intersection Summary
HCM 7th Control Delay, s/veh 31.6
HCM 7th LOS C
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HCM 7th Signalized Intersection Summary Existing PM
1: Campus Dr/Mary Ave & Stevens Creek Blvd 4 - Ex+P PM
10/15/2025 Synchro 12 Report
Hexagon Transportation Consultants, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 141 1377 33 43 863 105 84 5 30 73 8 73 Future Volume (veh/h) 141 1377 33 43 863 105 84 5 30 73 8 73 Initial Q (Qb), veh 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 157 1530 37 48 959 117 93 6 33 81 9 81 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 194 2210 53 67 1658 202 165 71 391 105 555 643 Arrive On Green 0.11 0.43 0.43 0.04 0.36 0.36 0.05 0.29 0.29 0.06 0.30 0.30 Sat Flow, veh/h 1781 5128 124 1781 4612 561 3456 250 1373 1781 1870 1585 Grp Volume(v), veh/h 157 1016 551 48 707 369 93 0 39 81 9 81 Grp Sat Flow(s),veh/h/ln 1781 1702 1848 1781 1702 1769 1728 0 1623 1781 1870 1585 Q Serve(g_s), s 8.3 23.3 23.3 2.6 16.1 16.2 2.5 0.0 1.7 4.3 0.3 3.1 Cycle Q Clear(g_c), s 8.3 23.3 23.3 2.6 16.1 16.2 2.5 0.0 1.7 4.3 0.3 3.1 Prop In Lane 1.00 0.07 1.00 0.32 1.00 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 194 1467 797 67 1224 636 165 0 463 105 555 643 V/C Ratio(X) 0.81 0.69 0.69 0.72 0.58 0.58 0.56 0.00 0.08 0.77 0.02 0.13 Avail Cap(c_a), veh/h 510 2426 1317 250 1930 1003 413 0 463 324 555 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.8 22.2 22.2 45.8 24.9 24.9 44.8 0.0 25.2 44.6 23.9 17.9 Incr Delay (d2), s/veh 7.7 0.6 1.1 13.3 0.4 0.8 3.0 0.0 0.4 11.1 0.1 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 9.0 9.9 1.4 6.4 6.8 1.1 0.0 0.7 2.2 0.2 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 49.6 22.8 23.3 59.1 25.3 25.7 47.8 0.0 25.5 55.7 24.0 18.3 LnGrp LOS D C C E C C D C E C B
Approach Vol, veh/h 1724 1124 132 171
Approach Delay, s/veh 25.4 26.9 41.2 36.3
Approach LOS C C D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.2 31.9 8.1 45.9 9.1 33.0 15.0 39.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 17.5 22.5 13.5 68.5 11.5 28.5 27.5 54.5 Max Q Clear Time (g_c+I1), s 6.3 3.7 4.6 25.3 4.5 5.1 10.3 18.2 Green Ext Time (p_c), s 0.1 0.1 0.0 16.2 0.1 0.2 0.4 9.0 Intersection Summary
HCM 7th Control Delay, s/veh 27.2
HCM 7th LOS C
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Appendix C
Parking Study
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Memorandum
Date: September 8, 2025
To: Mr. Andy Lief, Charities Housing
From: Gary K. Black
Nivedha Baskarapandian
Subject: Parking Study and Trip Generation Estimate for the Proposed Affordable Housing Project on Mary Avenue in Cupertino, California
Hexagon Transportation Consultants, Inc. has completed a parking study and trip generation estimate for the proposed affordable housing project on Mary Avenue in Cupertino, California. The project proposes affordable housing between the CA-85 soundwall and Mary Avenue and would provide 19 units for the developmentally disabled and 21 affordable units. Between Lubec Street and Stevens Creek Boulevard, 171 diagonal parking spaces are provided along the west side, and 70 parallel parking spaces are provided on the east side of Mary Avenue.
First Parking Counts
Parking counts were completed to determine the current maximum occupied parking spaces on Mary Avenue between Lubec Street and Stevens Creek Boulevard Vehicle parking counts were conducted along Mary Avenue on the following dates and times to determine the parking demand of the existing parking spaces (see Attachment 1). These times were chosen based on predicted usage of the existing parking spaces from the neighboring park and other surrounding uses.
x Saturday April 12, 2025, from 12:00-1:00 PM
x Tuesday April 15, 2025, from 12:00-1:00 AM, 2:00-3:00 PM, and 7:00-8:00 PM x Thursday April 17, 2025, from 12:00-1:00 AM, 2:00-3:00 PM, and 7:00-8:00 PM The peak parking demand was found to be 24 spaces on the west side of Mary Avenue and six spaces on the east side of Mary Avenue between 2:00-3:00 PM on Thursday April 17, for a total of 30 occupied spaces.
Additional Parking Counts
The first set of parking counts did not denote where the cars were parked along the street.
Therefore, additional counts were conducted. Counts were counted along Mary Avenue from Lubec Street and Stevens Creek Boulevard on Thursday April 24, 2025, from 2:00-3:00 PM which was determined to be the time most parking spaces were occupied (see Attachment 1). Figure 1 shows the summary of the additional parking counts.
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Lubec St
5 2
2 3
17 85
Mary Ave
Mary Ave
Stevens Creek Blvd
Parkwood Dr
Glen Pl
Parkwood Dr
8 LEGEND
= Additional Observed Area
= Occupied Parking
XX = Number of Occupied Parking Spaces
Figure 1
Mary Avenue Parking Summary
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Mary Avenue Affordable Housing Parking Study and Trip Generation Estimate September 8, 2025 Page | 3
The peak parking demand based on the additional count was found to be 26 spaces on the west side of Mary Avenue and 11 spaces on the east side of Mary Avenue, for a total of 37 spaces occupied on Mary Avenue between Lubec Street and Stevens Creek Boulevard.
Trip Generation Estimates
Hexagon prepared trip estimates for the proposed project using trip generation rates from the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 12th Edition, 2025 (see Table 1), Senior Adult Housing - Multifamily (Land Use 252) and Affordable Housing (Land Use 223).
Developmentally disabled housing is not a category in the ITE manual. Senior Housing will perhaps over-estimate the number of trips, but best represents housing for people that are not going to work or school on a daily basis. Affordable Housing includes multifamily housing that is rented at below market rate. Eligibility to live in affordable housing can be a function of limited household income, resident age, or special needs. These ITE land use categories best represent the units proposed.
The developmentally disabled units would be for residents who are unable to operate vehicles, and the affordable housing units would be for low-income residents.
Based on the trip generation rates, the project would generate 164 new daily trips, with 12 new trips (three inbound and nine outbound) during both the AM peak hour and 15 new trips (nine inbound and six outbound) during the PM peak hour. This small number of trips would not cause any noticeable change to traffic operations on Mary Avenue or other streets in the area.
Table 1 Trip Generation Estimates
Conclusion
The results of the parking study and trip generation estimates are summarized below. x On Mary Avenue between Lubec Street and Stevens Creek Boulevard, at most 37 vehicles were parked which occurred during a weekday from 2:00 -3:00 PM. x The project would generate 164 new daily trips with 12 new trips during the AM peak hour and 15 new trips during the PM peak hour. This small number of trips would not cause any noticeable change to traffic operations on Mary Avenue or other streets in the area.
Land Use Rate In Out Total Rate In Out Total
Proposed
Disabled Housing 1 19 d.u. 3.25 62 0.19 1 3 4 0.25 3 2 5 Affordable Housing 2 21 d.u. 4.87 102 0.36 2 6 8 0.46 6 4 10 Total Project Trips 164 3 9 12 9 6 15
Notes
d.u. = dwelling units
1 2 Trip generation rate for the proposed affordable are based on the ITE's Trip Generation Manual, 12th Edition rates for Land Use Code 223 "Affordable Housing."
Trip generation rate for the proposed housing for the developmentally disabled is based on the ITE's Trip Generation Manual, 12th Edition rates for Land Use Code 252 "Senior Adult Housing - Multifamily." Daily
Rate1
Daily
Trips
AM Peak Hour PM Peak Hour
Size
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Attachment 1
Parking Counts
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AUTO CENSUS
Date: Traffic Monitoring and Analysis
Counters:
Location:
Weather: Fair
Date Time West East Total
12-Apr 12-1pm 8 0 8
15-Apr 12-1am 1 0 1
15-Apr 2-3pm 21 8 29
15-Apr 7-8pm 1 0 1
0 17-Apr 12-1am 1 0 1
17-Apr 2-3pm 24 6 30
17-Apr 7-8pm 3 1 4
Mary Avenue
Parking Count- 25NB03(Cupertino)
4/12-4/17/25
Jo 445 Lily Ann Way
Mary Ave. San Jose, CA 95123
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SECOND FLOOR PLAN BUILDING 2 2 FIRST FLOOR PLAN BUILDING 2 1 Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA 1022
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TYPICAL ENLARGED 3-BEDROOM UNIT PLAN 6 TYPICAL ENLARGED 2-BEDROOM UNIT PLAN 4 TYPICAL ENLARGED 2-BEDROOM UNIT PLAN-CORNER UNIT 2 TYPICAL ENLARGED COMMUNITY CENTER, BOILER & LAUNDRY ROOM 5 TYPICAL ENLARGED STUDIO UNIT PLAN 3 TYPICAL ENLARGED 1-BEDROOM UNIT PLAN 1 Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA 1026
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TYPICAL ENLARGED 2-BEDROOM UNIT PLAN-CORNER UNIT 4 Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA TYPICAL ENLARGED 2-BEDROOM UNIT PLAN 2 ENLARGED PROPERTY MANAGER, BOILER & LAUNDRY ROOM 5 TYPICAL ENLARGED STUDIO UNIT PLAN 3 TYPICAL ENLARGED 1-BEDROOM UNIT PLAN 1 1027
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA EAST (FRONT) ELEVATION AT MARY AVE 1 WEST (BACK) ELEVATION ALONG HIGHWAY 85 NORTH 2 NORTH (SIDE) ELEVATION 4 SOUTH (SIDE) ELEVATION 3 BIRD SAFE GLAZING CALCULATION - GENERAL NOTES - 1029
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA EAST (FRONT) ELEVATION AT MARY AVENUE 1 WEST (BACK) ELEVATION AT HIGHWAY 85 NORTH 2 SOUTH ELEVATION ADJACENT TO PARKING LOT 4 NORTH ELEVATION ADJACENT TO DOG PARK 3 EXTERIOR FINISH MATERIAL & COLOR LEGEND - 1030
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA EAST (FRONT) ELEVATION AT MARY AVENUE 1 WEST (BACK) ELEVATION AT HIGHWAY 85 NORTH 2 SOUTH (SIDE) ELEVATION 4 NORTH (SIDE) ELEVATION 3 BIRD SAFE GLAZING LEGEND - GENERAL NOTES - Ç Ç Ç 1031
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA SECTION 1 1 SECTION 2 2 SECTION 3 3 BUILDING 1 6 KEY PLAN - 6 55 44 33 22 11 33 11 22 2-B UNIT - 1-B UNIT - 1032
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA SECTION 1 4 SECTION 2 5 SECTION 3 6 KEY PLAN - BUILDING 1 66 55 44 33 22 11 44 55 66 2-BED UNIT - 3-BED UNIT - 1033
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA WALL SECTION AT SOUND WALL 1 WALL SECTION AT STREET 1 1036
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA OVERALL BIRDEYE VIEW 1 BUILDING 1 BIRDEYE VIEW 2 BUILDING 2 BIRDEYE VIEW 3 1038
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING L IC ENS ED A RC HIT EC TS T A T E O F C A L I F O RNIA P E T E R T A T - P ING - K O , AC24,487 IA 7-31-27 MARY AVENUE CUPERTINO, CALIFORNIA VIEW OF COMMUNITY CENTER 1 VIEW OF LEASING OFFICE 2 1039
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E
SS
HIGHWAY 85
MARY AVE
GLENBROOK APARTMENTS
MARY AVE DOG PARK
APN 326-27-037
APN 326-27-030
APN 326-27-053
7.0' 38.0'
PSE TO
REMAIN 7.0' REMAIN PSE TO 56.0'
N73°14'26"E
30.04'
N73°14'26"E
28.22'
R=1014.00' ∆=6°59'49" L=123.83'
R=3000.00' ∆=5°15'35" L=275.40'
N16°25'54"W 647.26'
N16°25'54"W 586.54'
CALTRANS ROW
EXISTING STRIPING
TO BE SANDBLASTED
EXISTING CONCRETE
SIDEWALK TO BE
DEMOLISHED
EXISTING CONCRETE
SIDEWALK TO BE
DEMOLISHED
SIDEWALK TO REMAIN
EXISTING CONCRETE
TO REMAIN
EXISTING CONCRETE
SIDEWALK TO REMAIN
EXISTING ASPHALT
TO REMAIN
EXISTING ASPHALT
TO REMAIN
EXISTING CURB STOP TO
BE DEMOLISHED (TYP.)
EXISTING CURB STOP TO
BE DEMOLISHED (TYP.)
EXISTING CURB STOP TO
BE DEMOLISHED (TYP.) EXISTING CURB
AND GUTTER TO
BE DEMOLISHED
EXISTING CURB
AND GUTTER TO
BE DEMOLISHED
EXISTING ASPHALT
TO BE DEMOLISHED
EXISTING FIBER OPTIC
BOX TO REMAIN
EXISTING FENCE
TO REMAIN
EXISTING ELEC. LINES
TO BE RELOCATED
EXISTING SOUNDWALL
TO REMAIN
EXISTING ELEC.
MANHOLE TO REMAIN
APPROXIMATE LOCATION OF
EXISTING 12" SAN JOSE
WATER COMPANY WATER LINE
EXISTING SLIDING
GATE TO REMAIN
EXISTING 10" VCP
SANITARY SEWER
LINE TO REMAIN
EXISTING 10" VCP
SANITARY SEWER
LINE TO REMAIN
EXISTING AT&T FIBER
OPTIC LINES TO REMAIN
(LOCATION APPROXIMATE)
EXISTING CITY OF
CUPERTINO FIBER OPTIC
LINES TO BE RELOCATED
EXISTING STREET LIGHT
TO REMAIN (TYP.)
EXISTING SANITARY
SEWER MANHOLE
TO REMAIN
EXISTING CURB AND
GUTTER TO REMAIN
EXISTING SANITARY SEWER
LINE TO BE DEMOLISHED
EXISTING WATER LINE
TO BE DEMOLISHED
HIGHWAY 85
MARY AVE
APN 326-27-053
ARROYO VILLAGE
APN 326-27-042 38.0' 56.0'
N73°34'06"E
17.84'
N73°32'03"E
28.37' R=514.00' ∆=10°12'26" L=91.57'
CALTRANS ROW
EXISTING CURB
TO REMAIN
EXISTING CURB
STOP TO REMAIN EXISTING CONCRETE
TO REMAIN
EXISTING CONCRETE
SIDEWALK TO BE
DEMOLISHED
EXISTING CONCRETE
SIDEWALK TO BE
DEMOLISHED
EXISTING CONCRETE
SIDEWALK TO REMAIN
EXISTING CONCRETE
SIDEWALK TO REMAIN EXISTING ASPHALT
TO REMAIN
EXISTING ASPHALT
TO REMAIN
EXISTING CURB STOP TO
BE DEMOLISHED (TYP.) EXISTING CURB STOP TO
BE DEMOLISHED (TYP.)
EXISTING CURB STOP TO
BE DEMOLISHED (TYP.)
EXISTING CURB STOP TO
EXISTING CURB
AND GUTTER TO
BE DEMOLISHED
EXISTING CURB AND
GUTTER TO BE DEMOLISHED
EXISTING PARKING STALL
TO BE DEMOLISHED (TYP.)
EXISTING SIGN TO
BE DEMOLISHED
EXISTING WALL TO
BE DEMOLISHED EXISTING UTILITY STRUCTURE
TO BE DEMOLISHED
EXISTING STRIPING
TO REMAIN
EXISTING MAINTENANCE
BLDG TO REMAIN
EXISTING SLIDING
GATE TO REMAIN
EXISTING STREET LIGHT
TO REMAIN (TYP.)
EXISTING FIRE
HYDRANT TO
REMAIN
N73°38'11"E
14.23'
EXISTING STRIPING
TO BE SANDBLASTED
APPROXIMATE LOCATION OF
EXISTING 12" SAN JOSE
WATER COMPANY WATER LINE
EXISTING CURB AND
GUTTER TO REMAIN
Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
NORTH
EXISTING
CONDITIONS &
DEMO PLAN
C000.0
1. CONTRACTOR TO CLEAR THE SITE WITHIN THE DEMOLITION LIMITS, THE CONTRACTOR
SHALL DEMOLISH AND REMOVE FROM THE SITE ALL CURB, SIDEWALK, PAVEMENT, PLANTERS AND TREE ROOTS. CONTRACTOR TO REMOVE ALL UTILITIES AND APPURTENANCES UNLESS OTHERWISE NOTED.
2. ALL MATERIAL REMOVED FROM THIS SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
3. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIAL.
4. DUST CONTROL MEASURES SHALL BE USED DURING DEMOLITION. CONTRACTOR SHALL PROVIDE A DUST CONTROL AND MITIGATION MEASURES PLAN.
5. CONTRACTOR TO CAP ALL EXISTING WET UTILITIES AT LIMIT OF DEMOLITION UNLESS OTHERWISE NOTED. SEWER LATERALS SHALL BE CAPPED AT THE MAIN. WATER LATERALS SHALL BE REMOVED BACK TO EXISTING METER BOXES.
6. CONTRACTOR SHALL ADJUST THE GRADE OF ANY EXISTING UTILITIES TO REMAIN.
7. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN, TREE PROTECTION PLAN AND ARBORIST REPORT FOR THE DEMOLITION/PRESERVATION OF EXISTING TREES. ALL
TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED WITHIN THE LIMITS OF DEMOLITION SHALL BE REMOVED AS PART OF THIS CONTRACT. TREE
PROTECTION FENCING SHALL BE INSTALLED AS NECESSARY PRIOR TO ANY DEMOLITION.
8. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING IMPROVEMENTS MARKED AS "REMOVE" INCLUDING UTILITIES, BUILDINGS,
STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL
APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME
ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY, SUCH
AS UNDERGROUND UTILITIES THAT TIE ABOVEGROUND UTILITY STRUCTURES MARKED AS "REMOVE". REFER TO THE DEMOLITION PLAN FOR THE LIMITS OF REMOVAL OF EXISTING IMPROVEMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF THE ITEMS TO BE REMOVED. CONTRACTOR
SHALL VERIFY THAT ALL IMPROVEMENTS BEING REMOVED ARE FULLY CONTAINED
WITHIN THE LIMITS OF DEMOLITION, AND THAT THEY DO NOT SERVE ANY FUNCTION FOR IMPROVEMENTS BEYOND LIMITS OF DEMOLITION. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS.
9. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND MAY OR MAY NOT BE INCLUSIVE FOR THIS SITE. ANY UTILITIES ENCOUNTERED DURING DEMOLITION THAT
ARE NOT DELINEATED HEREON SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND PROJECT ENGINEER IMMEDIATELY.
10. EXISTING FENCING MAY BE USED AS CONSTRUCTION FENCING ONLY IF APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL SUBMIT A SPECIFIC LAYOUT FOR CONSIDERATION BY THE ENGINEER. IF APPROVED, CONTRACTOR SHALL BE
RESPONSIBLE FOR THE CONDITION OF ANY SUCH FENCE SEGMENT POST CONSTRUCTION.
11. RELOCATION OR REMOVAL OF ELECTRICAL AND GAS UTILITIES SHALL BE COORDINATED WITH PACIFIC GAS AND ELECTRIC COMPANY.
12. DEMOLITION OF SITE ELEMENTS, INCLUDING BUT NOT LIMITED TO, BUILDINGS, LIGHT
POLES, AND BOLLARDS SHALL INCLUDE THE REMOVAL, AND BACKFILL, OF ASSOCIATED FOOTINGS AND FOUNDATIONS.
13. LIMIT OF SITE DEMOLITION SHALL NOT EXTEND OUTSIDE THE EXISTING R/W AND PROPERTY LIMITS.
14. APPLICANT/CONTRACTOR SHALL APPLY FOR AN ENCROACHMENT PERMIT FOR STREET TREE REMOVAL. PRIOR TO REMOVAL, THE OWNER AND/OR THE CONTRACTOR SHALL POST A TREE REMOVAL NOTICE FOR A MINIMUM TWO WEEKS PRIOR TO REMOVAL.
DOCUMENT AND PROVIDE PROOF OF NOTICING TO THE CITY, SUCH AS TIME STAMPED
PHOTOS OF THE NOTICE POSTED TO THE TREES AT THE BEGINNING AND THE END OF TWO WEEK NOTICING PERIOD.
LEGEND
PROPERTY LINE/ CALTRANS ROW
CENTERLINE
EASEMENT
APPROXIMATE CIVIL LIMIT OF WORK
EXISTING ASPHALT TO REMAIN
EXISTING ASPHALT TO BE DEMOLISHED SEE BELOW FOR CONTINUATION SEE ABOVE FOR CONTINUATION BASIS OF BEARING:
THE BEARINGS SHOWN HEREON ARE BASED UPON
THE CENTERLINE OF MARY AVENUE, BEING
N89°11'55"W PER PARCEL MAP RECORDED IN BOOK
838 OF MAPS, PAGES 24 & 25, IN THE OFFICE OF THE
COUNTY RECORDER.
BENCHMARK:
NORTHING: 1943739
EASTING: 6110141
ELEVATION: 326.97
BM1071 SCVWD BRASS DISK (R180); ON TOP OF THE
SOUTHERLY CURB OF STEVENS CREEK BOULEVARD
AT APPROXIMATELY 200 FEET WESTERLY OF
PENINSULA/BUBB ROAD AND NEAR RAILROAD
CROSSING POLE #22118. ALSO, 2.5 FEET NORTH OF
THE RAILROAD CROSSING LIGHTS, AND 20 FEET WEST
FROM THE CENTER OF THE TRACKS. CITY OF
CUPERTINO.
SURVEY DATE: AUGUST 02, 2024
SURVEY NOTES DEMOLITION NOTES
15. ANY INACTIVE SANITARY SEWER LINES DISCOVERED DURING
DEMOLITION OR CONSTRUCTION SHALL BE ABANDONED, AND IF
NEEDED, REMOVED.
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E
S NOSTOP PARKING ONLY
HIGHWAY 85
MARY AVE
GLENBROOK APARTMENTS
MARY AVE DOG PARK
APN 326-27-037
APN 326-27-030
APN 326-27-053 EX
7.0'
PUE
CALTRANS ROW
PL
CL 56.0' 38.1' 8.5' (TYP.)
18.0'
(TYP.)
3.0' 4.0'
ROW
8.1'
SIDEWALK 4.0' 4.0' SIDEWALK EX 7.0' PUE 7.1' 10.3' 4.1'
39.9'
BLDG 2 ELEVATOR 18.9' 6.6' 4.5' 5.0' 8.0' 11.0' 11.0' 2.0' 5.0' 7.0'
24.0'
STORMWATER
BIORETENTION
PLANTER
ABOVE GROUND
TRANSFORMER PAD 13.0' 6.2'
END SIDEWALK
BUILDING 2A BUILDING 2B
7.4'
7.9' 26.0' 12.0' 5.0' 12.0'
8.0'
PROPOSED HEAVY DUTY
CONCRETE TRASH
ENCLOSURE PAD
PROPOSED ASPHALT
PAVEMENT FOR PARKING
STALLS AND DRIVE AISLES 8.7'
TRANSITION ZONE TO EXISTING CONDITIONS
EX STREET PARKING ZONE TO
REMAIN TO THE NORTH
50.0' 8.0' 8.0'
50.0'
50' x 8' SITE TRIANGLE
PER CITY OF CUPERTINO
STANDARD DETAIL 7-6
50' x 8' SITE TRIANGLE
PER CITY OF CUPERTINO
STANDARD DETAIL 7-6
LOADING ZONE 8.0'
22.0'
STOP NO PARKING ONLY
HIGHWAY 85
MARY AVE
ARROYO VILLAGE
APN 326-27-042
CALTRANS ROW
ROW 4.0'
8.1' 4.5' 4.0'
18.0'
(TYP.) 8.5' 7.1' 7.1'
4.0' 4.1' 38.1' 18.9' 6.6' 18.9' 6.5'
9.6' 9.0' 8.0'
24.0'
BLDG 1 ELEVATOR 4.0' 13.0' 6.2' 13.0' 6.2'
BUILDING 1A BUILDING 1B 7.9'
26.0' 56.0' 3.6'4.5'
7.7'
8.0' 12.0'
PAVEMENT FOR PARKING
STALLS AND DRIVE AISLES
PROPOSED HEAVY DUTY
CONCRETE TRASH
ENCLOSURE PAD
PROPOSED ASPHALT
PAVEMENT FOR PARKING
STALLS AND DRIVE AISLES 9.0'
TRANSITION ZONE TO EXISTING CONDITIONS
EX STREET PARKING
ZONE TO REMAIN 8.0'
50.0'
50.0' 8.0'
PER CITY OF CUPERTINO
50' x 8' SITE TRIANGLE
PER CITY OF CUPERTINO
STANDARD DETAIL 7-6
50' x 8' SITE TRIANGLE
PER CITY OF CUPERTINO
STANDARD DETAIL 7-6
LOADING ZONE
Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
PRELIMINARY
SITE PLAN C001.0
NORTH
LEGEND SEE BELOW FOR CONTINUATION SEE ABOVE FOR CONTINUATION
PROPERTY LINE/ CALTRANS ROW
CENTERLINE
EASEMENT
SAWCUT LINE
LADDER PAD LOCATIONS, TYP. SEE ARCHITECTURAL PLANS
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E
A
C006.0 NOSTOP PARKING ONLY
2.4%
C
C006.0
HIGHWAY 85
MARY AVE
GLENBROOK APARTMENTS
APN 326-27-037
APN 326-27-053
304.73 TC
304.23 FS
304.25 FS
306.00 TW
304.18 FS
303.87 FS, GB
303.72 FS
303.29 FS 303.72 FS
302.10 FS 302.90 FS, GB
301.94 FS
301.74 FS
304.66 TC
304.16 FS
304.53 TC
304.03 FS
303.98 FS
2.0%
2.8%
302.33 FS
302.28 FS
302.70 FS, GB
304.30 FS
CALTRANS ROW
PL
CL
304.70 DOOR
STORM DRAIN PUMP
304.70 DOOR
STORM DRAIN
PUMP DISCHARGE
TO FACE OF CURB
STORM DRAIN
PUMP DISCHARGE
TO FACE OF CURB
TC:(299.78)
FL:(299.28)
JOIN EX.
FS:(303.65)
JOIN EX.
1.2%
1.2% 0.6%
303.79 TC
303.16 TC 303.29 FL, GB
302.66 FL
302.47 TC
301.97 FL
301.04 TC
300.54 FL, GB
300.67 TC
300.17 FL
300.42 TC
299.92 FL
300.09 TC
299.59 FL
SDI
TG 304.46
FG 303.96
INV 301.46
SDI
TG 304.46
FG 303.96
INV 301.46
305.00 TW
304.00 FS
301.58 TC
301.08 FL
0.6%
STORM DRAIN PUMP
SDI
TG 302.90
FG 302.40
INV 299.90
304.57 TC
304.07 FL
301.16 FS, GB
301.68 FS
301.59 FS
301.93 FS
302.00 FS
300.78 FS
302.03 FS 302.20 FS
301.81 FS
301.69 FS
301.63 FS
1.2%
303.24 FS
303.33 FS
303.41 FS
303.66 FS
303.79 FS
303.86 FS, GB
304.17 FS, GB
304.21 FS
304.70 TC
304.20 FS
1.4% 1.7%
304.23 TC
303.73 FS
304.30 TC
304.30 FS
303.85 FS
304.16 FS
304.01 FS
303.93 FS
1.2%
304.99 TC
304.49 FS
304.50 TC
304.00 FS
303.46 FS
303.22 FS 5.0%
5.4% 3.7% 3.7% 4.8%
304.30 FS
304.70 FS
304.02 FS
304.30 FS, GB
304.70 FS, GB
304.70 FS, GB
303.70 FS, GB 304.70 FS, GB
INV 299.96
INV 300.96
INV 299.78 INV 299.42
305.00 TW
304.35 FS
ROOF DOWNSPOUT
INV 303.00
305.50 TW
304.82 FS
305.50 TW
304.95 FS
304.07 TC
303.57 FS, GB
1.2%
SOUNDWALL
SLIDING GATE
ELEV 307.0±
SDI
TG 301.05
FG 300.55
INV 298.00
303.89 FS, GB
304.30 TC
303.80 FS, GB
304.63 TC
304.13 FS, LP
304.66 TC
304.16 FS, GB
303.74 FS BUILDING 2A BUILDING 2B
FF=304.70 FF=304.70
302.87 RIM
304.26 RIM
304.07 FS
304.27 RIM
304.63 TC
304.13 FS
304.20 TC
304.20 FS 4.8%
MARY AVE DOG PARK
APN 326-27-030 (1.0%) (1.5%) (1.2%) (1.5%)
SS
STOP NO PARKING ONLY
B
C006.0
D
C006.0
1.6%
HIGHWAY 85
MARY AVE
APN 326-27-053
ARROYO VILLAGE
APN 326-27-042
305.62 FS
305.31 FS
305.45 TC
304.95 FS
305.62 TC
305.12 FS
305.72 FS
305.28 FS
305.37 FS
305.36 FS
305.34 FS 1.0%
305.29 FS
305.24 FS, GB 305.06 FS, GB
304.71 FS
304.57 FS 1.6%
305.81 TC
305.31 FS
307.00 TW, GB
305.53 FS, GB
304.54 FS
305.78 FS, GB
305.62 FS
306.08 FS, GB
(302.97 TC)
(302.50 FS)
JOIN EX.
CALTRANS ROW
PL
CL
STORM DRAIN PUMP
TO CURB
STORM DRAIN
PUMP DISCHARGE
TO FACE OF CURB
0.6% 0.1% 0.1% 0.6% 0.6% 0.9%
SDI
TG 304.30
FG 303.80
INV 301.30
304.47 TC
303.97 FL
SDI
TG 303.95
FG 303.45
1.2% INV 300.95
1.0%
1.4%
305.58 TC, GB
305.08 FL, GB
1.0%
1.3%
305.78 TC, HP
305.28 FS
305.31 FS, GB
305.21 FS, GB
305.23 FS, GB
305.12 FS, GB
305.81 FS, GB
305.74 TC, GB
305.24 FL, GB
6.0% 7.5% 0.3% 1.2% 4.8%
3.9%
306.00 FS, GB
307.00 TW, GB
305.62 FS, GB
307.00 TW
306.00 FS, GB 3.3% 0.3%
308.00 TW
306.15 FS
308.00 TW
306.00 FS 308.00 TW
306.15 FS
308.00 TW
306.15 FS
305.50 TC
305.00 FL
305.33 TC
304.83 FL
305.57 FS, GB
306.00 FS, GB
306.00 FS, GB
306.00 FS, GB 306.00 FS, GB
305.18 TC, GB
304.68 FL, GB
304.86 FS
304.83 TC
304.33 FL
304.49 TC
303.99 FL
307.50 TW
306.00 FS
307.00 TW
306.00 FS
306.00 TW
305.00 FG
307.00 TW
306.00 FS
306.00 FS
INV 301.96
INV 302.30
ROOF
DOWNSPOUT
INV 304.46
ROOF
DOWNSPOUT
INV 304.22
1.0%
303.96 TC, GB
303.46 FL, GB
303.97 FS, GB
SOUNDWALL
SLIDING GATE
ELEV. 308.0±
304.21 FS
304.45 FS 304.69 FS 305.51 TC
305.01 FS, GB
305.38 TC
304.88 FS, GB
305.87 TC
305.37 FS, GB
305.61TC
305.61FS
303.91 FS
304.55 FS 3.4%
304.43 FS
304.93 FS
305.93 FS
304.40 FS
306.00 FS
305.00 FS
304.44 FS
304.99 FS
305.99 FS
BUILDING 1A BUILDING 1B
FF=306.00 FF=306.00
INV 302.48 INV 302.48
305.97 RIM 305.97 RIM
306.00 RIM
305.21 RIM
306.03 TC
305.53 FS
305.91 TC
305.58 FS
4" CURB0.0%1.1% (1.3%) (1.7%) (1.8%)
305.81 FS
Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
PRELIMINARY
GRADING PLAN C002.0
PROPERTY LINE/ CALTRANS ROW
CENTERLINE
EASEMENT
GRADE BREAK
PROPOSED ELEVATION
EXISTING ELEVATION
XXX
XXX
LEGEND SEE BELOW FOR CONTINUATION SEE ABOVE FOR CONTINUATION NORTH
XXX
XXX
1. EXISTING SOUNDWALL SLIDING GATES ARE APPROXIMATELY
2' ABOVE GRADE.
2. CONTOURS AND ELEVATIONS ARE PER THE INFORMATION
PROVIDED IN THE SURVEY PERFORMED BY CALVADA
SURVEYING ON AUGUST 02, 2024.
GENERAL NOTES
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S
S
S
S
MARY AVE DOG PARK
APN 326-27-030
(302.21 FS)
JOIN EX.
(302.40 FS)
JOIN EX.
(302.29 FS)
JOIN EX.
302.10 FS
302.92 FS
302.85 FS
1.2%
5.0%
1.4%
1.5%
1.3%
1.4%
(298.41 FS)
(298.71 FS)
(299.05 FS)
(299.34 FS)
(299.66 FS)
(298.09 FS)
RELOCATE
EXISTING TREES
AS NEEDED (TYP)
PROPOSED 5'
SIDEWALK
5.0'
8.0'
303.12 FS
302.00 FS
301.94 FS
303.02 FS
1.5%
1.7%
Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
PRELIMINARY
GRADING PLAN C002.1
PROPERTY LINE/ CALTRANS ROW
CENTERLINE
EASEMENT
GRADE BREAK
PROPOSED ELEVATION
EXISTING ELEVATION
XXX
XXX
LEGEND
NORTH
XXX
XXX
1. EXISTING SOUNDWALL SLIDING GATES ARE APPROXIMATELY
2' ABOVE GRADE.
2. CONTOURS AND ELEVATIONS ARE PER THE INFORMATION
PROVIDED IN THE SURVEY PERFORMED BY CALVADA
SURVEYING ON AUGUST 02, 2024.
GENERAL NOTES
MARY AVE
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S
S S
S SL
SL
SL SL
SL
SL
SL SL SL SL SL SL S NOSTOP PARKING ONLY
E
SS
CALTRANS ROW
EXISTING PG&E ELECTRICAL
LINES TO BE RELOCATED
RELOCATED FIBER
OPTIC CONDUIT
RELOCATED STREET
LIGHT CONDUIT
EXISTING AT&T FIBER OPTIC
LINE TO REMAIN. LOCATION
AND DEPTH TO BE VERIFIED
PRIOR TO CONSTRUCTION
CITY OF CUPERTINO FIBER
OPTIC LINE TO BE RELOCATED PSE 7.0'
EXISTING 10" SANITARY
SEWER LINE
EXISTING 6" SANITARY
SEWER LINE
EXISTING CITY OF CUPERTINO
FIBER OPTIC BOX TO REMAIN EXISTING PG&E ELECTRICAL
MANHOLE TO REMAIN
CONNECT TO 12"
AC WATER LINE
4" DOMESTIC
WATER LINE
8" FIRE
WATER LINE
APPROXIMATE LOCATION
OF 12" AC WATER LINE
RELOCATED PG&E
ELECTRICAL LINES
PROPOSED ELECTRICAL
JUNCTION BOX
EXISTING SSMH
RIM: (299.70)
INV IN (NE): 291.83
INV IN (N): (291.83)
INV OUT (W): (291.31)
ABOVE GROUND TRANSFORMER
SD OVERFLOW
SSCO
RIM: 304.66
INV: 299.75
SSMH
RIM: (304.03)
INV: 294.60
SSMH
RIM: (301.33)
INV THRU: 292.67
SSCO
RIM: 301.16
INV: 297.00
FF=304.70
BUILDING 2B
ABOVE GROUND
BFP
PUBLIC
STREET
LIGHT
PRIVATE STREET LIGHT
FIRE DEPT.
LADDER PAD, TYP.
R=34.0'
R=26.0'
CONNECT TO 12"
AC WATER LINE
PUBLIC STREET LIGHT
FF=304.70
BUILDING 2A
HIGHWAY 85
MARY AVE
GLENBROOK APARTMENTS
MARY AVE DOG PARK
APN 326-27-037
APN 326-27-030
APN 326-27-053
8" FIRE
WATER LINE
CONNECT TO 12"
AC WATER LINE
76.7'
ABOVE GROUND
BFP
SS DRAIN
RIM: 304.68
INV: 301.18
SSCO
RIM: 303.82
INV: 296.87
PUBLIC STREET LIGHT R=34.0' PUBLIC STREET LIGHT
R=26.0'
PROPOSED FIRE
FDC HYDRANT
PIV
S
SL SL SL SL SL
SL
SL SL SL SL SL
SL
SL
S
S
S
S STOP NO PARKING ONLY
CALTRANS ROW
RELOCATED PG&E
ELECTRICAL CONDUIT
RELOCATED
FIBER OPTIC
CONDUIT
CITY OF CUPERTINO FIBER
OPTIC LINE TO BE RELOCATED
APPROXIMATE LOCATION OF
12" AC WATER LINE TO REMAIN
CITY OF CUPERTINO FIBER
OPTIC LINE TO BE RELOCATED
CITY OF CUPERTINO FIBER
OPTIC BOX TO REMAIN
4" DOMESTIC
WATER LINE
8" FIRE
WATER LINE
CONNECT TO 12"
AC WATER LINE
2" IRRIGATION
WATER LINE
CONNECT TO 12"
AC WATER LINE
SD AREA DRAIN, TYP.
EXISTING FIRE
HYDRANT
SD OVERFLOW
ABOVE GROUND
TRANSFORMER
SSCO
RIM: 305.27
INV: 300.48
ABOVE GROUND
BFP
ABOVE GROUND
BFP PRIVATE STREET LIGHT
PUBLIC STREET
LIGHT
FIRE DEPT.
LADDER PADS, TYP.
R=26.0'
R=34.0'
CONNECT TO 12"
AC WATER LINE
PUBLIC STREET LIGHT
PUBLIC STREET LIGHT
HIGHWAY 85
MARY AVE
APN 326-27-053
ARROYO VILLAGE
APN 326-27-042
FF=306.00
BUILDING 1A
FF=306.00
BUILDING 1B
84.8'
SSMH
RIM: (305.23)
INV: 296.17
SSCO
RIM: 305.92
INV: 300.91
SSCO
RIM: 305.06
INV: 298.27
SS DRAIN
RIM: 305.75
INV: 302.25
TEE
INV: 300.07
FDC
PIV
166.2'
430.2'
PROPOSED FIRE
HYDRANT
99.7'
Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
PRELIMINARY
UTILITY PLAN C003.0
NORTH
LEGEND SEE BELOW FOR CONTINUATION SEE ABOVE FOR CONTINUATION
PROPERTY LINE/ CALTRANS ROW
CENTERLINE
EASEMENT
PROPOSED STORM DRAIN LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
PROPOSED FIRE WATER LINE
PROPOSED FIBER OPTIC LINE
PROPOSED STREET LIGHT LINE
EXISTING TELECOM LINE
EXISTING ELECTRICAL LINE
EXISTING SANITARY SEWER LINE
EXISTING UTILITY NOTE
EXISTING UTILITIES ARE SHOWN ON THESE PLANS AS THEY ARE BELIEVED TO EXIST BASED ON AVAILABLE RECORDS BY OTHERS. THE OWNER AND ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE EXISTENCE, LOCATION, DEPTH, AND DIMENSION OF ALL UTILITIES PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UNDERGROUND SERVICE ALERT, POTHOLING, AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AT ALL PROPOSED UTILITY
CROSSINGS, AREAS OF EXCAVATION, AND WHERE CONSTRUCTION MAY BE AFFECTED BY THE LOCATION OR DEPTH OF THE UTILITY. DISCREPANCIES OR POTENTIAL CONFLICTS WITH PROPOSED
IMPROVEMENTS MUST BE REPORTED TO AND RESOLVED BY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.
SL
D S S STORM DRAIN INLET, CLEANOUT
SANITARY SEWER MANHOLE,
CLEANOUT, AREA DRAIN
WATER METER AND BACKFLOW
PREVENTER
POST INDICATOR VALVE, FIRE
DEPARTMENT CONNECTION
FIRE HYDRANT
PIV
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STOP NO PARKING NOSTOP PARKING ONLY ONLY
E
SS
HIGHWAY 85
MARY AVE
GLENBROOK APARTMENTS
MARY AVE DOG PARK
APN 326-27-037
APN 326-27-030
APN 326-27-053 ARROYO VILLAGE
APN 326-27-042
APN 326-27-053
CALTRANS ROW
TCM 1
396 SF
TCM 3E
104 SF
TCM 2B
215 SF
TCM 2A
150 SF
TCM 4B, 654 SF
WALLED BIORETENTION,
9.8" SUBSURFACE
STORAGE DEPTH
TCM 3D
104 SF
TCM 3C
104 SF
TCM 3B
104 SF
TCM 3A
104 SF
EXISTING ROADWAY
RIDGE LINE
TCM 4A, 323 SF
WALLED BIORETENTION,
8.8" SUBSURFACE
STORAGE DEPTH
TCM 3F
125 SF
SD OVERFLOW WITH
FULL TRASH CAPTURE
SD OVERFLOW WITH
FULL TRASH CAPTURE
SD OVERFLOW WITH
FULL TRASH CAPTURE
TCM 2C
180 SF
SD AREA DRAIN WITH FULL
TRASH CAPTURE, TYP.
Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
NORTH
PRELIMINARY
STORMWATER
CONTROL PLAN
C004.0
LEGEND
PROPERTY LINE/ CALTRANS ROW
CENTERLINE
EASEMENT
STORM DRAIN PIPE
DMA BOUNDARY
SURFACE FLOW DIRECTION
DMA #
DMA AREA (AC)
BIORETENTION AREA
#
0.XX
DMA 3A
0.06 DMA 1
DMA 2A 0.26
0.04 GENERAL NOTES
1. ALL PROPOSED STORM DRAIN INLETS, AREA DRAINS, AND LID OVERFLOWS SHALL BE CLEARLY MARKED WITH "NO DUMPING
FLOWS TO CREEK" OR "NO DUMPING FLOWS TO BAY" PER CITY OF CUPERTINO GREEN DEVELOPMENT STANDARDS.
2. INSTALL REM TRITON BIOFLEX DROP INLET TRASH GUARD AT ALL PROPOSED STORM DRAIN INLETS AND LID OVERFLOWS.
3. BIORETENTION BASINS HAVE BEEN SIZED USING THE FLOW - UNIFORM INTENSITY METHOD APPROACH OF THE SCVURPPP.
ASSUMED NATIVE SOIL INFILTRATION RATE = 0.20 IN/HR
DRAWDOWN TIME = 12.1 IN / 0.20 IN/HR = 60.5 HRS = 2.5 DAYS NOTE: INFILTRATION RATE OF MOST LIMITING SOIL LAYER RANGES FROM 0.20-0.57 IN/HR PER NRCS WEB SOIL SURVEY.
ASSUMED NATIVE SOIL INFILTRATION RATE = 0.20 IN/HR
DRAWDOWN TIME = 13.4 IN / 0.20 IN/HR = 67 HRS = 2.8 DAYS NOTE: INFILTRATION RATE OF MOST LIMITING SOIL LAYER RANGES FROM 0.20-0.57 IN/HR PER NRCS WEB SOIL SURVEY.
DMA 4B
0.17 DMA 2C
0.13 DMA 2B
0.12 DMA 3C
0.03 DMA 3B
0.03 DMA 3E
0.03 DMA 3D
0.03 DMA 3F
0.07 DMA 3C
0.03 DMA 5B
0.14 DMA 4A
0.07 DMA 5A
0.07 DMA 6
0.05 1047
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Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
STORMWATER
DETAILS C004.1
BOXED BIORETENTION BASIN
N.T.S.
12" CLASS 2
PERMEABLE MATERIAL
PER CALTRANS
SPECIFICATIONS.
8" THICK
PLANTER WALLS
4" DIA. PERFORATED PVC SDR 35 OR APPROVED EQUIVALENT
UNDERDRAIN, WITH PERFORATIONS POINTING DOWN. UNDERDRAIN
TO BE LOCATED AS CLOSE AS POSSIBLE TO BOTTOM WHILE STILL ALLOWING SPACE FOR WATER TO ENTER PERFORATIONS. PROVIDE
CLEANOUTS AT BEGINNING OF LINE AND AS REQUIRED BY
INDUSTRY STANDARDS. INSTALL SCHEDULE 80 PVC WITH NO
PERFORATIONS AT CONNECTION TO OVERFLOW STRUCTURE. SEAL
PENETRATION WITH GROUT.
18" BIOTREATMENT-SOIL MIX (BSM) 6" MIN
OVERFLOW STRUCTURE W/ GRATE. SEE PLAN FOR
SIZE AND LOCATION. PLACE "NO DUMPING" STENCIL
OR MARKING ON FACILITY RIM.
OUTLET PIPE (SIZE & SLOPE PER PLANS)
CLEANOUT WITH CAP MIN. 2"
ABOVE OVERFLOW
UNDERDRAIN CLEANOUT
WITH RIM TO FG.
#4 @ 12" E.W.
CENTERED IN
WALL AND SLAB
PLACE 4" MIN. DIA. APPROVED
COBBLES 0.2 FT BELOW CURB
CUTS 2 FT MIN. WIDTH
9" THICK PLANTER SLAB 2" 18" 12"
WALLED BIORETENTION BASIN
N.T.S.
12" CLASS 2 PERMEABLE MATERIAL
PER CALTRANS SPECIFICATIONS.
8" THICK PLANTER WALLS 3250
PSI CONCRETE 6" MIN
#4 @ 12" E.W. CENTERED IN
WALL AND SLAB
CURB & GUTTER WITH 18" WIDE
CURB CUTS. SEE PLAN FOR LOCATION.
PLACE 4" MIN. DIA. APPROVED
COBBLES 0.2 FT BELOW CURB
CUTS 2 FT MIN. WIDTH 2" 18" 12"
18" BIOTREATMENT SOIL MIX (BSM) PER
ATTACHMENT L OF THE C.3 STORMWATER
TECHNICAL GUIDANCE DATED MAY 14, 2013
(INFILTRATION RATE 5-10 INCH/HR)
8"
D
E C
STANDARD 180° HOOK
H
BIORETENTION WALL DIMENSIONS
44" MAX 36" 12" 0"
50" MAX 42" 12" 12"
3" CLEARANCE
FILTER FABRIC AND CLASS 2 AGGREGATE BASE.
REFER TO GEOTECHNICAL REPORT FOR RETAINING
WALL DRAINAGE REQUIREMENTS.
1048
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Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
PROVISIONS C.3
DATA FORM C004.2
1049
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2.0' 11'
MARY AVE.
11'
MARY AVE.
5'
BIKE
LANE
5'
BIKE
LANE
25'
2 STORY BLDG
7.1'
PATHWAY 7.5'
BIKE BUFFER
1'
EXISTING
SOUND WALL
LANDSCAPE BUFFER 4' 6'
5.0'
EX
BIKE
3.0' LANE
8.0'
EX
SHOULDER
11.5'
EX MARY AVE
TURN LANE
14.0'
EX MARY AVE
3.0' LANE
8.0'
EX BIKE
LANE
RELOCATED CITY OF
CUPERTINO FIBER OPTIC
PROPERTY LINE (TYP.)
EX BIKE BUFFER
EX BIKE BUFFER
8'
PARKING
2.5' LANE
38.0' PROJECT PARCEL
CITY OF CUPERTINO
FIBER OPTIC (TO BE RELOCATED)
1'
EXISTING
SOUND WALL
PROPERTY LINE (TYP.)
56.0' MARY AVE RIGHT-OF-WAY
4.5'
SIDEWALK
4'
LANDSCAPE
BUFFER
5.0'
SIDEWALK
2.0'
LANDSCAPE
7.0'
5'
SIDEWALK 3'
RELOCATED STREET
LIGHTING CONDUIT 6'
EXISTING AT&T
FIBER OPTIC 6'
AT&T FIBER OPTIC
TO REMAIN
BIKE BUFFER
CL
CL
38.1' PROJECT PARCEL 56.0' MARY AVE RIGHT-OF-WAY
16.0'
EX DIAGONAL
PARKING
5'
21.0' 35.0'
HIGHWAY 85
HIGHWAY 85
5'
TW VARIES
MAX ELEV 318.87
EG 306.0±
TW VARIES
MAX ELEV 318.87
EG 306.0±
1'
5'
APPROXIMATE LOCATION
EXISTING WATER
APPROXIMATE LOCATION
OF WATER LINE TO REMAIN
2.5' 3'
ELECTRICAL CONDUIT
(TO BE RELOCATED)
TC 301.1±
FL 300.6±
TC 303.16
FL 302.66
BLDG 2
FF 304.7
4.0'
RETAINING WALL
HEIGHT VARIES,
0.5' TO 1.8'
2.0' 11'
MARY AVE.
11'
MARY AVE.
5'
BIKE
LANE
5'
BIKE
LANE
25'
2 STORY BLDG
7.1'
PATHWAY 7.5'
BIKE BUFFER
1'
EXISTING
SOUND WALL
LANDSCAPE BUFFER 6'
RELOCATED CITY OF
CUPERTINO FIBER OPTIC
8'
PARKING
2.5' LANE
38.0' PROJECT PARCEL
PROPERTY LINE (TYP.)
56.0' MARY AVE RIGHT-OF-WAY
4.5'
SIDEWALK
4'
LANDSCAPE
BUFFER
7.0'
5'
SIDEWALK 3'
RELOCATED STREET
LIGHTING CONDUIT 6'
EXISTING AT&T
FIBER OPTIC
BIKE BUFFER
CL
5'
21.0' 35.0'
HIGHWAY 85
TW VARIES
MAX ELEV 318.87
EG 307.0±
1'
APPROXIMATE LOCATION
EXISTING WATER
2.5'
TC 305.43
FL 304.93
BLDG 1
FF 306.0
4.0'
SIDEWALK
RETAINING WALL
HEIGHT VARIES,
1.0' TO 2.0'
BLDG 1
FF 306.0
RETAINING WALL
HEIGHT VARIES,
1.0' TO 1.5'
7.0' (PSE)
1.0' PATHWAY
EXISTING
FENCE
PROPERTY LINE (TYP.) 3'
RELOCATED
ELECTRICAL
LINES
DOG PARK
EG 303.65
BLDG 2
FF 304.7
FS 303.7
PROPERTY LINE
4.0'
FS 306.0 FG 305.0
SIDEWALK
PROPOSED SS
WESTPORT DEVELOPMENT
Ko Architects, Inc.
900 High Street, Suite 1
Palo Alto, CA 94301
p: 650.853.1908
MARY AVENUE
AFFORDABLE
HOUSING
CITY OF
CUPERTINO
MARY AVENUE
CUPERTINO, CA
PRELIMINARY, NOT FOR
CONSTRUCTION
SECTIONS C005.0
EXISTING SECTION A
1"=10'
PROPOSED SECTION A, BUILDING 2
1"=10'
PROPOSED SECTION B, BUILDING 1
1"=10'
PROPOSED SECTION C AT NORTH PROPERTY LINE
1"=10'
PROPOSED SECTION D AT SOUTH PROPERTY LINE
1"=10'
39FT FRONT-LOADER TRUCK TURNING RADIUS
NOT TO SCALE
1050
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING MARY AVENUE CUPERTINO, CALIFORNIA WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851DD-1.0 LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 36" BOX 15'-20' 20'-30' LOW 4 OLEA EUROPAEA 'SWAN HILL' SEEDLESS OLIVE TREE (MULTI) 36" BOX 20'-30' 20'-30' LOW 6 NYSSA SYLVATICA 'AFTERBURNER' AFTERBURNER TUPELO 36" BOX 20' 35' MED 20 Gingko biloba 'princeton sentry' columnar maidenhair tree 36" BOX 10'-20' 40'-50' med CHONDROPETALUM TECTORUM CAPE REED 1 GAL 3'-5' 3'-5' LOW 75 CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL 1'-2' 1'-2' LOW 238 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE DWARF MAT RUSH 1 GAL 3'-4' 2'-3' LOW 161 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED DWARF MAT RUSH 1 GAL 2'-3' 2'-3' LOW MUHLENBERGIA RIGENS DEER GRASS 1 GAL 3'-4' 4'-5' LOW ARCTOSTAPHYLOS 'EMERALD CARPET' EMERALD CARPET MANZANITA 5 GAL 4'-5' 1/2' - 2' LOW 44 SARCOCCOCA RUSIFOLIA CHINESE SWEET BOX 5 GAL 5'-7' 5'-7' LOW 21 LOROPETALUM CHINEnSE 'SHANG-HI' PURPLE DIAMOND FRINGE FLOWER 5 GAL 4'-5' 4'-5' LOW 63 LIMONIUM PEREZII SEA LAVENDER 1 GAL 2'-3' 2'-3' LOW 65 OLEA EUROPAEA 'MONTRA' LITTLE OLLIE 5 GAL 4'-5' 6'-8' LOW 76 COPROSMA X KIRKII DWARF MIRROR PLANT 5 GAL 4'-6' 1'-2' LOW 16 NOTES: A FULLY AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED.
THE PLANS ARE IN COMPLIANCE WITH ALL CITY STANDARDS.
1051
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING C24,487 7-31-25 MARY AVENUE CUPERTINO, CALIFORNIA WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851DD-1.0 ARBUTUS MARINA MARINA STRAWBERRY 36" BOX 25'-30' 30'-40' LOW 6 LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 36" BOX 15'-20' 20'-30' LOW 4 NYSSA SYLVATICA 'AFTERBURNER' AFTERBURNER TUPELO 36" BOX 20' 35' MED 9 GINGKO BILOBA 'PRINCETON SENTRY' COLUMNAR MAIDENHAIR TREE 36" BOX 10'-20' 40'-50' MED 7 CHONDROPETALUM TECTORUM CAPE REED 1 GAL 3'-5' 3'-5' LOW 81 CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL 1'-2' 1'-2' LOW 201 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE DWARF MAT RUSH 1 GAL 3'-4' 2'-3' LOW 79 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED DWARF MAT RUSH 1 GAL 2'-3' 2'-3' LOW 123 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 3'-4' 4'-5' LOW 9 ARCTOSTAPHYLOS 'EMERALD CARPET' EMERALD CARPET MANZANITA 5 GAL 4'-5' 1/2' - 2' LOW 38 SARCOCCOCA RUSIFOLIA CHINESE SWEET BOX 5 GAL 5'-7' 5'-7' LOW 17 LOROPETALUM CHINEnSE 'SHANG-HI' PURPLE DIAMOND FRINGE FLOWER 5 GAL 4'-5' 4'-5' LOW 49 LIMONIUM PEREZII SEA LAVENDER 1 GAL 2'-3' 2'-3' LOW 65 OLEA EUROPAEA 'MONTRA' LITTLE OLLIE 5 GAL 4'-5' 6'-8' LOW 27 COPROSMA X KIRKII DWARF MIRROR PLANT 5 GAL 4'-6' 1'-2' LOW 3 1052
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DD-1.1 Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING MARY AVENUE CUPERTINO, CALIFORNIA WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851 LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 36" BOX 15'-20' 20'-30' LOW 4 OLEA EUROPAEA 'SWAN HILL' SEEDLESS OLIVE TREE (MULTI) 36" BOX 20'-30' 20'-30' LOW 6 NYSSA SYLVATICA 'AFTERBURNER' AFTERBURNER TUPELO 36" BOX 20' 35' MED 20 Gingko biloba 'princeton sentry' columnar maidenhair tree 36" BOX 10'-20' 40'-50' med CHONDROPETALUM TECTORUM CAPE REED 1 GAL 3'-5' 3'-5' LOW 75 CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL 1'-2' 1'-2' LOW 238 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE DWARF MAT RUSH 1 GAL 3'-4' 2'-3' LOW 161 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED DWARF MAT RUSH 1 GAL 2'-3' 2'-3' LOW MUHLENBERGIA RIGENS DEER GRASS 1 GAL 3'-4' 4'-5' LOW ARCTOSTAPHYLOS 'EMERALD CARPET' EMERALD CARPET MANZANITA 5 GAL 4'-5' 1/2' - 2' LOW 44 SARCOCCOCA RUSIFOLIA CHINESE SWEET BOX 5 GAL 5'-7' 5'-7' LOW 21 LOROPETALUM CHINEnSE 'SHANG-HI' PURPLE DIAMOND FRINGE FLOWER 5 GAL 4'-5' 4'-5' LOW 63 LIMONIUM PEREZII SEA LAVENDER 1 GAL 2'-3' 2'-3' LOW 65 OLEA EUROPAEA 'MONTRA' LITTLE OLLIE 5 GAL 4'-5' 6'-8' LOW 76 COPROSMA X KIRKII DWARF MIRROR PLANT 5 GAL 4'-6' 1'-2' LOW 16 NOTES: A FULLY AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED, THE PLANS ARE IN COMPLIANCE WITH ALL CITY STANDARDS. 1053
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DD-1.1 Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING C24,487 7-31-25 MARY AVENUE CUPERTINO, CALIFORNIA WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851 ARBUTUS MARINA MARINA STRAWBERRY 36" BOX 25'-30' 30'-40' LOW 6 LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 36" BOX 15'-20' 20'-30' LOW 4 NYSSA SYLVATICA 'AFTERBURNER' AFTERBURNER TUPELO 36" BOX 20' 35' MED 9 GINGKO BILOBA 'PRINCETON SENTRY' COLUMNAR MAIDENHAIR TREE 36" BOX 10'-20' 40'-50' MED 7 CHONDROPETALUM TECTORUM CAPE REED 1 GAL 3'-5' 3'-5' LOW 81 CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL 1'-2' 1'-2' LOW 201 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE DWARF MAT RUSH 1 GAL 3'-4' 2'-3' LOW 79 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED DWARF MAT RUSH 1 GAL 2'-3' 2'-3' LOW 123 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 3'-4' 4'-5' LOW 9 ARCTOSTAPHYLOS 'EMERALD CARPET' EMERALD CARPET MANZANITA 5 GAL 4'-5' 1/2' - 2' LOW 38 SARCOCCOCA RUSIFOLIA CHINESE SWEET BOX 5 GAL 5'-7' 5'-7' LOW 17 LOROPETALUM CHINEnSE 'SHANG-HI' PURPLE DIAMOND FRINGE FLOWER 5 GAL 4'-5' 4'-5' LOW 49 LIMONIUM PEREZII SEA LAVENDER 1 GAL 2'-3' 2'-3' LOW 65 OLEA EUROPAEA 'MONTRA' LITTLE OLLIE 5 GAL 4'-5' 6'-8' LOW 27 COPROSMA X KIRKII DWARF MIRROR PLANT 5 GAL 4'-6' 1'-2' LOW 3 1054
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING MARY AVENUE CUPERTINO, CALIFORNIA WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851 LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 36" BOX 15'-20' 20'-30' LOW 4 OLEA EUROPAEA 'SWAN HILL' SEEDLESS OLIVE TREE (MULTI) 36" BOX 20'-30' 20'-30' LOW 6 NYSSA SYLVATICA 'AFTERBURNER' AFTERBURNER TUPELO 36" BOX 20' 35' MED 20 Gingko biloba 'princeton sentry' columnar maidenhair tree 36" BOX 10'-20' 40'-50' med CHONDROPETALUM TECTORUM CAPE REED 1 GAL 3'-5' 3'-5' LOW 75 CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL 1'-2' 1'-2' LOW 238 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE DWARF MAT RUSH 1 GAL 3'-4' 2'-3' LOW 161 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED DWARF MAT RUSH 1 GAL 2'-3' 2'-3' LOW MUHLENBERGIA RIGENS DEER GRASS 1 GAL 3'-4' 4'-5' LOW ARCTOSTAPHYLOS 'EMERALD CARPET' EMERALD CARPET MANZANITA 5 GAL 4'-5' 1/2' - 2' LOW 44 SARCOCCOCA RUSIFOLIA CHINESE SWEET BOX 5 GAL 5'-7' 5'-7' LOW 21 LOROPETALUM CHINEnSE 'SHANG-HI' PURPLE DIAMOND FRINGE FLOWER 5 GAL 4'-5' 4'-5' LOW 63 LIMONIUM PEREZII SEA LAVENDER 1 GAL 2'-3' 2'-3' LOW 65 OLEA EUROPAEA 'MONTRA' LITTLE OLLIE 5 GAL 4'-5' 6'-8' LOW 76 COPROSMA X KIRKII DWARF MIRROR PLANT 5 GAL 4'-6' 1'-2' LOW 16 NOTES:
A FULLY AUTOMATIC IRRIGATON SYSTEM WILL BE PROVIDED. DD-1.2 THE PLANS ARE IN COMPLIANCE WITH ALL CITY STANDARDS. 1055
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Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING C24,487 7-31-25 MARY AVENUE CUPERTINO, CALIFORNIA WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851 ARBUTUS MARINA MARINA STRAWBERRY 36" BOX 25'-30' 30'-40' LOW 6 LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 36" BOX 15'-20' 20'-30' LOW 4 NYSSA SYLVATICA 'AFTERBURNER' AFTERBURNER TUPELO 36" BOX 20' 35' MED 9 GINGKO BILOBA 'PRINCETON SENTRY' COLUMNAR MAIDENHAIR TREE 36" BOX 10'-20' 40'-50' MED 7 CHONDROPETALUM TECTORUM CAPE REED 1 GAL 3'-5' 3'-5' LOW 81 CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL 1'-2' 1'-2' LOW 201 LOMANDRA LONGIFOLIA 'BREEZE' BREEZE DWARF MAT RUSH 1 GAL 3'-4' 2'-3' LOW 79 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED DWARF MAT RUSH 1 GAL 2'-3' 2'-3' LOW 123 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 3'-4' 4'-5' LOW 9 ARCTOSTAPHYLOS 'EMERALD CARPET' EMERALD CARPET MANZANITA 5 GAL 4'-5' 1/2' - 2' LOW 38 SARCOCCOCA RUSIFOLIA CHINESE SWEET BOX 5 GAL 5'-7' 5'-7' LOW 17 LOROPETALUM CHINEnSE 'SHANG-HI' PURPLE DIAMOND FRINGE FLOWER 5 GAL 4'-5' 4'-5' LOW 49 LIMONIUM PEREZII SEA LAVENDER 1 GAL 2'-3' 2'-3' LOW 65 OLEA EUROPAEA 'MONTRA' LITTLE OLLIE 5 GAL 4'-5' 6'-8' LOW 27 COPROSMA X KIRKII DWARF MIRROR PLANT 5 GAL 4'-6' 1'-2' LOW 3 DD-1.2 1056
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WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851 Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING MARY AVENUE CUPERTINO, CALIFORNIA DD-1.3 NOTES: A FULLY AUTOMATIC IRRIGATON SYSTEM WILL BE PROVIDED.
THE PLANS ARE IN COMPLIANCE WITH ALL CITY STANDARDS.
1057
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WKeith Willig Landscape Architecture, Inc. 899 Santa Cruz Ave. Suite 206, Menlo Park, CA 94025 (P) 650.326.2294 License #3851 Ko Architects, Inc. 900 High Street, Suite 1 Palo Alto, CA 94301 p: 650.853.1908 MARY AVENUE AFFORDABLE HOUSING CHARITIES HOUSING C24,487 7-31-25 MARY AVENUE CUPERTINO, CALIFORNIA DD-1.3 1058
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E
S
STOP ONLY
BUILDING 2A BUILDING 2B
0.9 1.1
1.0 1.3
1.2 1.4
1.4 1.1
1.1 1.1
0.9 1.1
0.9 0.9
0.8 0.8
0.8 0.8
0.8 0.7
0.8 0.7
0.9 0.7
0.8 0.8
0.8 0.8
0.8 0.9
0.9 1.0
1.0 1.1
1.3 1.1
1.3 1.4
1.1 1.1
1.1 1.1
0.9 1.0
1.1 2.3
1.2 0.8
1.4 1.1
0.9 1.6
1.3 1.1
0.6 0.5
0.6 1.8
0.9 5.9
4.1 1.6
2.4 5.2
3.3 1.2
1.1 1.3
2.3 1.4
1.5 1.3
1.4 1.2
1.3 1.3
1.5 1.4
1.4 1.1
0.9 0.6
0.6 0.7
0.9 1.1
2.4 0.9
1.6 4.1
3.0 1.2
1.0 1.7
0.7 0.4
0.3 0.4
0.6 0.9
0.8 0.6
0.5 0.4
0.5 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 1.1
1.1 1.1
1.0 0.8
0.8 0.7
1.4 1.2
1.0 0.8
0.7 0.7
1.2 1.1
1.0 0.8
0.7 1.1
1.0 0.8
0.8 0.7
1.0 1.0
0.7 0.7
0.6 1.0
0.9 0.8
0.7 0.6
0.5 0.8
0.8 0.8
0.7 0.6
0.7 0.8
0.7 0.6
0.5 0.7
0.7 0.7
0.6 0.6
0.5 0.7
0.7 0.7
0.6 0.5
0.7 0.7
0.6 0.6
0.5 0.7
0.7 0.7
0.6 0.5
0.5 0.7
0.7 0.7
0.6 0.5
0.7 0.7
0.6 0.6
0.5 0.7
0.7 0.6
0.6 0.5
0.8 0.8
0.8 0.6
0.6 0.5
0.9 0.9
0.8 0.6
0.6 1.0
1.0 0.8
0.7 0.6
1.2 1.0
1.0 0.7
0.6 0.5
1.3 1.1
0.9 0.7
0.6 1.2
1.1 0.9
0.8 0.6
1.2 1.1
0.9 0.8
0.7 1.2
1.1 1.0
0.8 0.8
1.1 1.1
0.9 0.8
0.7 1.0
1.0 0.9
0.8 0.8
0.9 0.9
1.0 0.9
0.8 0.7
0.8 0.9
1.0 0.9
0.8 0.8
0.9 0.9
0.9 0.9
0.8 0.8
0.8 1.0
1.0 0.9
0.8 0.8
0.8 1.0
1.0 0.8
0.8 0.9
1.0 1.0
0.8 0.8
1.0 1.1
1.2 0.7
0.7 0.8
1.0 1.1
1.3 0.7
0.7 0.8
1.0 1.0
0.7 0.8
0.9 1.0
1.0 0.7
0.8 0.8
0.9 0.9
0.9 0.8
0.8 0.8
0.8 0.8
0.8 0.8
0.8 0.8
0.8 0.9
0.9 0.8
0.8 0.7
0.9 0.9
0.9 0.8
0.7 1.0
1.0 0.8
0.8 0.7
1.1 1.0
0.8 0.8
0.7 1.2
1.1 0.9
0.8 0.7
0.7 1.3
1.1 0.9
0.8 0.7
1.2 1.1
0.9 0.8
0.7 1.3
1.1 1.0
0.8 0.8
0.7 1.2
1.1 0.9
0.8 0.7
1.1 1.1
0.9 0.8
0.7 1.1
1.0 0.9
0.8 0.7
1.0 1.0
1.0 0.8
0.7 0.6
1.0 1.0
1.0 0.8
0.7 1.0
1.0 1.0
0.8 0.7
1.1 1.0
0.9 0.7
0.6 1.3
1.2 1.1
0.9 0.7
1.3 1.2
1.1 0.8
0.7 1.3
1.1 1.0
0.8 0.7
1.3 1.2
1.0 0.8
0.7 1.5
1.2 1.1
0.9 0.8
1.2 1.1
1.0 0.8
0.7 1.1
1.0 0.9
0.7 0.6
1.0 1.0
0.8 0.7
0.6 0.8
0.9 0.9
0.8 0.7
0.6 0.7
0.8 0.9
0.7 0.7
0.7 0.7
0.8 0.7
0.7 0.7
0.7 0.7
0.7 0.6
0.6 0.7
0.7 0.7
0.6 0.5
0.6 0.7
0.7 0.7
0.5 0.6
0.7 0.8
0.7 0.5
0.6 0.7
0.8 0.8
0.9 0.5
0.8 0.5
0.8 1.0
0.8 1.0
0.7 1.0
1.3 1.0
1.1 0.8
1.0 0.8
0.9 0.7
0.8 0.6
0.7 0.5
0.6 0.5
0.5 0.6
0.5 0.6
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.6
0.5 0.6
0.6 0.5
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.4
0.5 0.5
0.4 0.5
0.4 0.5
0.5 0.5
0.4 0.5
0.5 0.5
0.5 0.4
0.5 0.5
0.6 0.5
0.6 0.5
0.5 0.4
0.4 0.5
0.4 0.5
0.4 0.4
0.4 0.5
0.4 0.5
0.4 0.4
0.4 0.6
0.4 0.6
0.7 0.7
0.7 0.7
1.0 1.0
0.9 0.7
0.6 0.5
0.6 0.4
0.5 0.3
0.5 0.50.5
0.50.4 0.5
0.5 0.50.5
0.5 0.4
0.40.4 0.4
0.4 0.4
0.40.4 0.4
0.3 0.40.3
0.3 0.3
0.30.3 0.30.3
0.3 0.3
0.3 0.3
0.30.3 0.3
2.3 2.1
4.7 9.7
2.4 6.6
1.0 1.4
1.5 1.0
7.0 4.4
9.4 2.9
2.7 9.3
3.1 7.7
0.9 1.4
0.5 1.5
1.4 6.0
6.7 5.6
6.6 1.2
0.3 0.4
0.5 0.3
1.7 4.4
8.8 3.5
7.5 1.0
1.3 0.6
0.6 2.2
1.5 8.9
5.5 5.5
0.6 1.0
0.2 0.3
0.2 0.6
0.6 2.3
3.2 5.5
10.9 2.5
0.4 0.6
0.3 0.4
0.5 0.4
0.7 1.0
0.7 0.9
2.2 4.8
3.0 2.8
4.0 9.5
7.1 2.4
1.5 4.0
1.7 5.9
6.3 1.4
0.4 0.5
2.0 8.0
4.2 4.2
0.9 0.5
1.3 8.7
5.9 1.1
0.3 0.5
2.2 7.5
3.8 0.8
0.4 1.4
7.3 8.9
0.9 1.7
0.4 0.7
2.9 9.4
2.9 0.3
0.3 0.3
0.3 0.3
0.3 0.4
0.3 0.3
0.3 0.3
0.3 0.4
0.5 0.3
0.4 0.4
0.4 0.4
0.4 0.8
0.4 0.4
0.5 0.4
0.5 0.5
0.3 0.4
0.5 0.6
0.5 0.6
0.6 0.4
0.5 0.6
0.7 0.7
0.7 0.8
0.5 0.6
0.8 0.9
0.9 0.9
0.6 0.8
0.9 1.1
1.1 1.0
0.6 0.8
1.0 1.3
1.4 1.3
1.0 0.7
0.8 1.1
1.6 1.8
1.7 0.9
0.8 1.0
1.2 1.8
2.2 2.1
0.6 0.9
1.2 1.6
2.2 2.9
2.2 0.6
0.9 1.2
1.7 2.3
3.3 1.8
0.7 0.9
1.1 1.8
2.2 2.7
0.7 0.9
1.2 1.7
2.0 1.8
0.4 0.6
0.8 1.2
1.4 1.5
1.2 0.4
0.6 0.7
1.0 1.1
1.2 0.8
0.4 0.6
0.7 0.9
1.0 1.0
0.3 0.4
0.5 0.6
0.7 0.8
0.8 0.3
0.4 0.5
0.5 0.6
0.7 0.9
0.3 0.4
0.4 0.4
0.5 0.6
0.4 0.5
0.7 0.5
0.4 0.5
0.6 3.9
1.0 0.6
0.6 0.7
1.1 1.0
4.3 1.3
1.2 1.0
2.7 6.5
2.7 1.0
1.4 0.9
0.5 0.4
0.3 0.3
0.3 0.3
0.3 0.3
0.4 0.3
0.3 1.6
5.4 9.0
2.4 0.9
1.2 6.0
1.8 1.0
3.3 7.6
2.9 9.3
3.1 1.9
4.1 1.7
2.6 3.5
1.6 1.4
6.2 10.2
2.6 1.0
1.0 MARY AVE
GLENBROOK APARTMENTS
APN 326-27-037
PARKING LOT
MARY AVE E-N SIDEWALK
BUILDING 2A & 2B WALKWAY
MARY AVE WEST
SIDEWALK
ABOVE GROUND
TRANSFORMER PAD
MARY AVE E-S SIDEWALK
WALKWAY 1
WALKWAY 2 WALKWAY 3
STOP ONLY
BUILDING 1A BUILDING 1B
0.6 0.9
0.9 0.9
1.1 1.2
1.1 1.3
1.1 0.8
1.2 0.9
0.7 0.9
0.7 0.7
0.5 0.6
0.5 0.6
0.6 1.0
4.6 1.2
1.8 0.8
3.0 6.4
2.7 1.0
0.6 0.5
0.8 0.6
1.1 1.2
0.9 0.8
0.8 0.8
1.2 0.7
0.6 0.6
0.8 2.6
1.5 1.2
1.5 2.0
3.1 1.6
1.4 1.6
2.1 2.2
1.8 1.7
1.8 1.6
1.1 0.7
0.6 0.5
0.8 4.1
1.2 4.0
1.5 0.8
0.8 3.1
3.6 1.7
1.0 1.0
1.1 1.2
1.4 1.5
1.2 1.1
1.1 1.0
1.1 0.9
0.9 0.8
0.8 0.8
0.8 0.9
0.8 0.8
0.8 0.7
0.8 0.8
0.8 0.8
0.8 0.7
0.7 0.8
0.7 0.7
0.7 0.7
0.7 0.8
0.8 0.9
1.1 1.0
1.3 0.9
0.8 1.0
0.8 0.7
0.5 0.5
1.3 1.0
0.9 0.6
0.5 0.4
1.1 1.0
0.8 0.6
0.5 1.0
0.9 0.8
0.7 0.6
0.5 0.9
0.9 0.7
0.6 0.5
0.5 0.8
0.8 0.8
0.6 0.6
0.5 0.7
0.8 0.7
0.6 0.6
0.5 0.7
0.8 0.6
0.6 0.5
0.6 0.7
0.7 0.6
0.6 0.5
0.6 0.6
0.6 0.6
0.6 0.6
0.6 0.6
0.6 0.6
0.5 0.6
0.6 0.6
0.6 0.6
0.5 0.6
0.7 0.7
0.6 0.6
0.6 0.7
0.7 0.7
0.6 0.6
0.7 0.8
0.8 0.6
0.6 0.7
0.8 0.8
0.6 0.7
0.7 0.8
0.9 0.7
0.7 0.8
0.9 1.0
0.6 0.7
0.7 0.9
1.0 0.6
0.7 0.7
0.9 1.0
0.7 0.7
0.8 0.9
1.0 0.7
0.7 0.8
0.8 0.9
0.9 0.7
0.8 0.8
0.8 0.8
0.8 0.8
0.8 0.8
0.7 0.9
0.9 0.9
0.8 0.8
0.7 1.0
0.9 0.8
0.8 0.7
1.0 1.0
0.8 0.8
0.7 1.0
0.9 0.7
0.7 0.7
1.2 1.0
0.9 0.8
0.7 1.2
1.1 0.9
0.8 0.6
1.1 1.0
0.8 0.7
0.7 1.1
1.0 0.8
0.7 0.6
0.6 1.0
1.0 0.8
0.7 0.6
0.9 0.9
0.7 0.6
0.5 0.8
0.8 0.8
0.7 0.6
0.5 0.7
0.8 0.7
0.6 0.5
0.7 0.7
0.7 0.6
0.5 0.8
0.7 0.6
0.6 0.5
0.8 0.8
0.7 0.6
0.5 0.4
0.8 0.7
0.7 0.6
0.5 0.8
0.8 0.7
0.6 0.5
0.9 0.8
0.8 0.7
0.6 0.5
1.0 0.9
0.8 0.6
0.6 1.0
1.0 0.8
0.7 0.6
1.2 1.1
1.0 0.7
0.6 0.6
1.3 1.0
0.9 0.7
0.6 1.3
1.1 0.9
0.8 0.6
1.2 1.1
0.9 0.8
0.7 1.2
1.1 1.0
0.8 0.8
0.7 1.1
1.1 0.9
0.8 0.7
1.0 1.0
0.9 0.8
0.7 0.8
0.9 1.0
0.9 0.8
0.8 0.8
0.9 1.0
0.9 0.8
0.8 0.9
1.0 0.9
0.8 0.8
0.9 1.0
0.9 0.9
0.7 0.8
0.9 1.0
1.0 1.0
0.7 0.8
0.9 1.0
1.1 0.8
0.9 1.0
1.1 1.1
0.7 0.8
0.9 1.0
1.1 1.3
0.7 0.8
0.8 1.0
1.1 0.8
0.8 0.9
1.0 1.0
0.8 0.8
0.9 0.9
1.0 1.0
0.8 0.9
0.9 0.9
0.9 0.8
0.9 0.9
0.9 0.9
0.9 0.9
0.9 0.9
0.8 1.0
1.0 0.9
0.8 0.8
0.7 1.1
1.1 0.9
0.8 0.8
1.1 1.0
0.8 0.8
0.7 1.0
0.8 0.7
0.7 0.3
0.3 0.3
0.3 0.4
0.40.4 0.4
0.4 0.40.3
0.3 0.40.3
0.4 0.3
0.4 0.4
0.40.3 0.4
0.4 0.50.4
0.50.3 0.4
0.60.5 0.70.4
0.7 0.7
1.00.7 1.0
0.9 1.10.9
1.0 0.8
0.90.7 0.8
0.6 0.5
0.60.4 0.5
0.5 0.50.4
0.5 0.5
0.4 0.50.4
0.4 0.4
0.50.4 0.5
0.4 0.40.4
0.4 0.4
0.4 0.40.3
0.4 0.3
0.40.3 0.3
0.3 0.3
0.30.3 0.3
0.3 0.40.3
0.4 0.4
0.40.4 0.4
0.4 0.4
0.50.4 0.5
0.5 0.50.5
0.5 0.5
0.50.4 0.5
0.5 0.5
0.60.5 0.6
0.6 0.80.5
0.8 0.8
0.8 1.10.8
1.1 1.0
1.20.9 1.0
0.9 0.90.7
0.8 0.7
0.6 0.70.5
0.6 0.6
0.60.5 0.6
0.5 0.50.5
0.50.4 5.8
6.7 6.5
1.6 0.5
0.2 0.3
1.7 1.0
8.2 7.0
1.2 0.3
0.3 1.2
6.5 6.4
1.3 0.3
0.3 0.2
0.4 1.3
9.7 5.8
1.0 0.2
0.3 0.2
0.5 1.8
10.0 4.3
0.9 0.3
0.4 0.5
0.4 0.8
1.1 0.8
3.0 0.3
1.1 6.0
0.4 0.7
2.0 1.0
4.6 7.4
1.6 0.5
0.6 2.8
9.9 3.9
0.7 0.7
2.4 10.2
3.1 0.6
0.3 0.3
0.6 2.8
8.6 3.1
0.7 0.8
5.6 2.3
10.5 2.4
0.5 0.2
0.2 0.5
3.8 11.4
2.2 3.8
2.0 2.4
7.5 2.4
0.5 0.5
0.7 1.0
1.2 0.4
0.5 0.7
0.7 0.7
0.8 0.7
0.4 0.6
0.7 0.8
0.8 0.7
0.6 0.7
0.9 1.0
1.0 0.8
0.6 0.7
0.9 1.2
1.2 1.1
0.9 0.7
0.9 1.1
1.4 1.4
1.4 0.8
0.7 0.9
1.2 1.8
1.9 1.6
0.9 1.1
1.4 2.0
2.5 1.8
0.7 1.0
1.3 1.8
2.3 3.1
1.4 0.7
0.9 1.2
1.8 2.5
3.0 0.7
1.0 1.3
1.9 2.3
2.3 0.5
0.7 1.0
1.3 1.6
2.0 1.5
0.5 0.7
0.9 1.3
1.4 1.5
0.9 0.5
0.6 0.8
1.1 1.2
1.2 0.3
0.5 0.6
0.8 0.9
1.0 0.9
0.3 0.4
0.6 0.7
0.8 0.8
0.8 0.3
0.4 0.5
0.6 0.6
0.7 0.3
0.4 0.4
0.5 0.5
0.6 0.3
0.3 0.3
0.4 0.4
0.5 0.6
0.3 0.3
0.3 0.3
0.4 0.4
0.3 0.3
0.3 0.3
0.4 0.5
0.3 0.3
0.3 0.4
0.5 0.4
0.8 1.4
2.8 9.1
1.0 2.6
7.8 5.9
10.1 8.0
1.6 2.2
2.5 4.3
3.4 1.2
0.8 1.2
0.8 1.4
9.9 2.6
0.9 1.1
2.0 1.6
0.9 2.3
7.8 4.2
8.5 1.5
1.4 5.7
6.7 1.7
0.5 6.8
2.0 0.9
MARY AVE
BUILDING 1A AND 1B WALKWAY
MARY AVE E-S SIDEWALK
WALKWAY 4
WALKWAY 5
WALKWAY 6
MARY AVE WEST
SIDEWALK
NORTH SEE BELOW FOR CONTINUATION SEE ABOVE FOR CONTINUATION
LIGHTING EXHIBIT
L-1
Luminaire Schedule
Symbol Qty Label Luminaire
Lumens
Luminaire
Watts
Mounting
Height
BUG Rating Color
Temp
2 Proposed Parking Evolve EVL1, 4' Lum Arm 5630 46 21 B1-U1-G2 3000K 7 Proposed Rdwy Evolve EVL1, 6' Lum Arm 5630 46 31.5 B1-U1-G2 3000K 5 Existing Evolve EVL1, 6' Lum Arm 5630 46 31.5 B1-U1-G2 3000K 57 Proposed Wall-Mounted WAC 1399 16.9241 8 B1-U1-G0 3000K
VALUE RANGES KEY
0.40-0.59 0.60-0.79
0.10-0.19 0.20-0.39
0.80 1059
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Calculation Summary
Label Units Avg Max Min Avg/Min Max/Min
Building 1A & 1B W Walkway Fc 2.72 11.4 0.2 13.60 57.00 Building 2A & 2B W Walkway Fc 3.11 10.9 0.2 15.55 54.50 Parking Lot Fc 0.92 3.9 0.3 3.07 13.00
Walkway 1 Fc 1.27 6.5 0.3 4.23 21.67
Walkway 2 Fc 3.96 9.3 0.9 4.40 10.33
Walkway 3 Fc 3.15 10.2 1.0 3.15 10.20
Walkway 4 Fc 3.71 10.1 0.8 4.64 12.63
Walkway 5 Fc 3.60 9.9 0.9 4.00 11.00
Walkway 6 Fc 3.02 6.8 0.5 6.04 13.60
Mary Ave West Sidewalk Fc 1.21 6.4 0.3 4.03 21.33
Mary Ave Roadway Fc 0.82 1.5 0.4 2.05 3.75
Mary Ave E-N Sidewalk Fc 0.58 1.3 0.3 1.93 4.33
Mary Ave E-S Sidewalk Fc 0.50 1.2 0.3 1.67 4.00
Off-Site Targeted Lighting Values
WALKWAY Roadway
Average Illuminance (fc) Uniformity Ratio
(Avg/Min) Average Illuminance (fc) Uniformity Ratio(Avg/Min) Goal 0.5 5.0 0.9 4.0
* VALUES FROM TABLE 11-2 OF RP-8-21 AND TABLE 2 OF RP-8-00 * MEDIAN PEDESTRIAN ACTIVITY ASSUMED
On-Site Targeted Lighting Values
Average Illuminance (fc) Uniformity Ratio
(Max/Min)
Goal <3.0 6:1 to 10:1
* FROM CUPERTINO MUNICIPAL CODE 19.102.040 (B)(2)(d)
EVOLVE ERL1 LUMINAIRE PRODUCT SPECIFICATIONS
NTS
WAC WALL SCONCE PRODUCT SPECIFICATIONS
NTS
LIGHTING EXHIBIT
L-2
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Luminaire Schedule
Symbol Qty Label Luminaire
Lumens
Luminaire
Watts
Total
Watts
2 RSW 40W-4LA 4610 40 80
7 RSW 40W - 6LA 4610 40 280
59 WAC 16W 1399 16.9241 998.522
6 Off-Site 40W 4610 40 240
Calculation Summary
Label Units Avg Max Min Avg/Min Max/Min
Building 1A & 1B W Walkway Fc 2.66 11.3 0.1 26.60 113.00 Building 2A & 2B W Walkway Fc 2.77 10.9 0.1 27.70 109.00 Parking Lot Fc 0.51 3.9 0.2 2.55 19.50
Walkway 1 Fc 0.89 6.2 0.1 8.90 62.00
Walkway 2 Fc 7.74 18.1 1.6 4.84 11.31
Walkway 3 Fc 3.15 10.2 0.8 3.94 12.75
Walkway 4 Fc 3.58 10.0 0.7 5.11 14.29
Walkway 5 Fc 8.18 15.2 2.1 3.90 7.24
Walkway 6 Fc 2.95 11.7 0.4 7.38 29.25
Mary Ave West Sidewalk Fc 0.93 8.8 0.3 3.10 29.33
Mary Ave Roadway Fc 0.79 1.2 0.3 2.63 4.00
Mary Ave E-N Sidewalk Fc 0.44 0.8 0.3 1.47 2.67
Mary Ave E-S Sidewalk Fc 0.37 0.7 0.2 1.85 3.50
Off-Site Targeted Lighting Values
WALKWAY Roadway
Average Illuminance (fc) Uniformity Ratio
(Avg/Min) Average Illuminance (fc) Uniformity Ratio(Avg/Min) Goal 0.5 5.0 0.9 4.0
* VALUES FROM TABLE 11-2 OF RP-8-21 AND TABLE 2 OF RP-8-00 * MEDIAN PEDESTRIAN ACTIVITY ASSUMED
On-Site Targeted Lighting Values
Average Illuminance (fc) Uniformity Ratio
(Max/Min)
Goal <3.0 6:1 to 10:1
* FROM CUPERTINO MUNICIPAL CODE 19.102.040 (B)(2)(d)
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0.6 0.6
0.6 0.7
0.6 0.7
0.7 0.6
0.6 0.5
0.4 0.5
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.4
0.4 0.4
0.4 0.5
0.5 0.6
0.6 0.6
0.7 0.7
0.7 0.8
0.8 0.8
0.8 0.8
1.0 2.3
1.1 0.6
1.3 0.9
0.7 1.4
1.1 1.0
0.4 0.3
0.4 1.7
0.7 5.7
4.0 1.4
2.3 5.1
3.1 1.0
0.8 0.9
1.9 0.9
1.0 0.8
0.8 0.7
0.8 0.9
1.9 1.0
1.5 1.0
0.7 0.5
0.5 0.5
0.8 1.0
2.3 0.8
1.6 4.1
3.1 1.3
1.0 1.8
0.7 0.4
0.3 0.4
0.6 0.8
0.7 0.5
0.4 0.3
0.4 0.3
0.3 0.4
0.4 0.4
0.4 0.3
0.3 0.9
1.0 1.0
1.0 1.1
0.9 0.7
0.9 0.9
0.9 1.1
0.8 0.6
0.9 0.9
1.0 1.0
0.8 0.9
0.9 1.0
0.9 0.7
0.8 0.9
1.0 0.8
0.6 0.7
0.8 1.0
0.9 0.7
0.5 0.6
0.8 0.8
0.8 0.6
0.5 0.6
0.7 0.7
0.5 0.4
0.4 0.5
0.5 0.5
0.5 0.3
0.4 0.4
0.4 0.4
0.3 0.3
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.4 0.4
0.4 0.4
0.3 0.5
0.5 0.5
0.4 0.4
0.6 0.6
0.6 0.6
0.5 0.4
0.7 0.8
0.8 0.7
0.6 0.8
0.9 0.9
0.8 0.6
0.9 0.9
1.0 0.9
0.7 0.5
0.9 0.9
0.9 1.0
0.7 1.0
0.9 1.1
0.9 0.7
1.0 1.0
1.1 0.9
0.6 1.0
1.0 1.1
1.1 0.8
1.0 1.0
1.1 1.0
0.8 1.0
1.1 1.2
1.0 0.7
0.9 1.0
1.1 1.1
1.0 0.7
0.9 1.0
1.1 1.1
1.0 0.9
1.1 1.1
1.1 0.9
0.7 0.9
1.1 1.2
1.0 1.0
0.7 0.9
1.1 1.1
1.0 0.8
1.0 1.1
1.0 1.0
0.8 1.1
1.0 0.9
1.0 0.6
0.8 1.1
0.9 0.9
0.9 0.6
0.9 1.0
1.0 0.9
0.7 0.9
1.1 0.9
0.9 0.6
0.8 0.9
1.0 0.9
0.9 0.7
0.8 0.8
0.9 0.8
0.7 0.7
0.7 0.8
0.7 0.7
0.7 0.7
0.7 0.6
0.8 0.8
0.8 0.8
0.7 0.9
0.9 0.9
0.8 0.7
0.9 1.0
1.0 0.8
0.6 0.9
0.9 1.0
1.0 0.8
0.6 0.9
0.9 1.0
1.0 0.7
0.9 0.9
1.1 0.9
0.7 0.9
0.9 1.0
1.0 0.8
0.6 0.9
0.9 1.1
1.0 0.7
0.9 1.0
1.0 0.8
0.6 0.8
1.0 1.0
0.8 0.6
0.7 0.8
0.9 0.9
0.8 0.6
0.7 0.8
0.8 0.8
0.7 0.7
0.8 0.8
0.8 0.7
0.8 0.9
0.9 0.9
0.8 0.9
0.9 0.9
1.0 0.9
0.9 0.9
1.0 1.0
0.9 0.9
0.9 1.0
1.0 0.8
0.9 0.9
1.0 1.0
0.7 0.8
0.9 0.9
1.1 0.9
0.9 0.9
0.9 1.0
0.8 0.8
0.8 1.0
1.0 0.7
0.8 0.9
1.0 0.9
0.6 0.6
0.7 0.8
0.9 0.8
0.6 0.5
0.6 0.7
0.7 0.7
0.5 0.6
0.6 0.6
0.6 0.5
0.6 0.6
0.6 0.5
0.6 0.6
0.6 0.6
0.5 0.6
0.7 0.7
0.7 0.6
0.6 0.8
0.9 0.8
0.7 0.6
0.8 1.0
0.8 0.8
0.8 0.5
0.6 0.5
0.6 0.7
0.6 0.7
0.5 0.7
0.8 0.6
0.7 0.6
0.6 0.6
0.6 0.5
0.5 0.5
0.5 0.4
0.4 0.4
0.4 0.5
0.4 0.4
0.3 0.4
0.3 0.4
0.3 0.3
0.3 0.4
0.3 0.4
0.3 0.3
0.4 0.3
0.4 0.3
0.4 0.3
0.4 0.3
0.4 0.3
0.4 0.5
0.4 0.5
0.4 0.5
0.5 0.5
0.4 0.5
0.4 0.4
0.5 0.4
0.5 0.4
0.5 0.4
0.5 0.4
0.4 0.4
0.3 0.4
0.3 0.4
0.4 0.3
0.3 0.4
0.3 0.4
0.4 0.4
0.3 0.4
0.3 0.4
0.5 0.5
0.5 0.5
0.6 0.6
0.6 0.5
0.5 0.4
0.4 0.3
0.3 0.3
0.4 0.40.3
0.40.3 0.3
0.3 0.40.3
0.3 0.3
0.30.3 0.3
0.3 0.3
0.30.2 0.3
0.3 0.30.3
0.3 0.3
0.30.2 0.30.2
0.3 0.3
0.3 0.2
0.20.2 0.2
2.3 2.1
4.7 9.7
2.4 6.6
1.0 1.3
1.5 1.0
7.0 4.4
9.4 2.9
2.6 9.3
3.1 7.7
0.9 1.4
0.5 1.5
1.4 6.0
6.7 5.6
6.6 1.2
0.3 0.4
0.4 0.3
1.7 4.4
8.8 3.5
7.5 1.0
1.3 0.6
0.6 2.2
1.5 8.9
5.5 5.5
0.6 1.0
0.2 0.3
0.2 0.6
0.6 2.3
3.2 5.5
10.9 2.5
0.4 0.6
0.2 0.4
0.5 0.3
0.7 1.2
0.2 0.5
2.2 5.1
0.2 0.7
3.7 0.2
0.4 1.6
0.3 0.3
1.1 5.7
6.3 1.3
0.4 0.5
1.9 8.0
4.1 4.1
0.9 0.5
1.3 8.7
5.9 1.1
0.7 3.2
10.4 3.6
0.6 0.2
0.1 0.3
1.1 6.4
5.3 8.6
1.3 0.3
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.3
0.2 0.2
0.2 0.2
0.3 0.3
0.5 0.2
0.2 0.2
0.2 0.3
0.4 0.5
0.2 0.2
0.2 0.2
0.3 0.4
0.3 0.3
0.3 0.2
0.2 0.3
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.5
0.6 0.5
0.4 0.3
0.3 0.3
0.7 0.6
0.4 0.3
0.3 0.3
0.9 0.7
0.7 0.5
0.4 0.3
0.3 0.9
0.8 0.8
0.5 0.4
0.3 0.3
0.9 0.9
0.8 0.6
0.4 0.3
1.0 0.9
0.9 0.8
0.6 0.4
0.3 0.9
0.9 0.9
0.8 0.6
0.4 0.3
0.9 0.9
0.9 0.7
0.5 0.4
0.9 0.9
0.8 0.6
0.5 0.4
1.0 0.8
0.9 0.7
0.5 0.4
0.3 0.8
0.7 0.7
0.5 0.4
0.4 0.4
0.6 0.6
0.5 0.4
0.4 0.4
0.5 0.5
0.5 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 0.5
0.3 0.4
0.4 0.4
0.4 0.5
0.4 0.5
0.6 0.5
0.4 0.4
0.5 3.9
1.0 0.6
0.6 0.6
1.1 0.7
0.1 0.1
0.1 0.1
0.3 1.2
6.2 0.3
0.8 2.2
2.7 1.1
0.5 0.3
0.7 0.5
0.3 0.3
0.3 0.3
0.3 1.6
5.3 9.7
5.1 5.2
4.4 7.0
8.3 11.7
8.3 18.1
7.0 12.1
4.5 1.9
4.1 1.7
2.6 3.5
1.7 1.4
6.3 10.2
2.6 1.0
0.8 E
S NOSTOP PARKING ONLY
MARY AVE
GLENBROOK APARTMENTS
APN 326-27-037
PARKING LOT
MARY AVE E-N SIDEWALK
BUILDING 2A BUILDING 2B
BUILDING 2A & 2B WALKWAY
MARY AVE WEST
SIDEWALK
ABOVE GROUND
TRANSFORMER PAD
MARY AVE E-S SIDEWALK
WALKWAY 1
WALKWAY 2 WALKWAY 3
0.4 0.5
0.5 0.5
0.6 0.6
0.6 0.7
0.6 0.5
0.6 0.5
0.4 0.5
0.4 0.4
0.3 0.3
0.3 0.4
0.3 0.3
0.4 0.4
0.7 1.4
8.8 2.5
0.6 0.4
0.5 0.8
4.0 1.1
2.4 1.5
0.9 1.1
1.2 1.0
1.4 0.6
0.5 0.5
0.7 2.5
1.5 1.0
1.2 1.6
2.8 1.2
0.9 0.9
1.5 1.6
1.2 1.3
1.3 1.2
0.7 0.5
0.3 0.3
0.5 3.9
0.9 3.7
1.2 0.5
0.4 2.9
3.3 1.4
0.7 0.6
0.6 0.7
0.7 0.7
0.6 0.6
0.6 0.5
0.6 0.5
0.6 0.6
0.5 0.5
0.5 0.4
0.5 0.4
0.5 0.5
0.4 0.4
0.5 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.5 0.4
0.5 0.6
0.5 0.6
0.6 0.6
0.7 0.8
0.8 0.9
0.8 0.9
0.9 0.6
0.8 0.8
0.8 0.9
0.8 0.6
0.8 0.8
0.9 0.9
0.7 0.8
0.8 0.8
1.0 0.8
0.6 0.8
0.8 1.0
0.9 0.7
0.5 0.6
0.7 0.9
0.9 0.7
0.6 0.6
0.7 0.8
0.8 0.6
0.4 0.5
0.6 0.7
0.7 0.5
0.4 0.5
0.5 0.6
0.6 0.5
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.4
0.5 0.6
0.6 0.5
0.5 0.4
0.6 0.7
0.7 0.6
0.6 0.6
0.8 0.8
0.7 0.6
0.7 0.9
0.9 0.8
0.7 0.6
0.8 1.0
0.9 0.8
0.7 0.9
1.0 0.9
0.9 0.8
1.0 1.0
0.9 0.9
0.7 0.9
1.1 0.9
0.9 0.7
0.9 1.1
0.9 0.9
0.8 1.0
1.1 0.9
0.9 0.7
0.9 1.0
1.1 0.9
0.9 0.8
0.9 1.0
1.0 0.8
0.8 0.9
0.9 0.9
0.8 0.8
0.9 0.9
0.9 0.8
0.7 0.9
1.0 1.0
0.9 0.8
0.9 1.0
1.1 0.9
0.7 1.0
1.1 1.0
0.8 0.6
0.9 0.9
1.0 1.0
0.7 0.9
0.9 1.1
0.9 0.7
0.9 0.9
1.0 0.8
0.6 0.9
0.9 1.0
0.9 0.7
0.5 0.8
0.9 1.0
0.8 0.6
0.7 0.9
0.9 0.7
0.5 0.5
0.6 0.7
0.7 0.6
0.5 0.5
0.5 0.6
0.6 0.6
0.4 0.4
0.5 0.5
0.5 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.4 0.5
0.5 0.5
0.4 0.4
0.7 0.6
0.6 0.6
0.5 0.4
0.7 0.7
0.8 0.7
0.6 0.8
0.9 0.9
0.8 0.6
0.9 0.9
0.9 0.9
0.7 0.5
0.9 0.9
0.9 1.0
0.7 0.9
0.9 1.0
0.9 0.7
1.0 0.9
1.1 0.9
0.6 1.0
1.0 1.0
1.1 0.8
0.6 1.0
1.0 1.1
1.0 0.8
0.9 1.1
1.1 1.0
0.7 0.8
0.9 1.1
1.1 0.9
0.7 0.8
1.0 1.0
1.0 0.9
0.8 1.0
1.1 1.0
0.9 0.9
1.1 1.1
1.0 0.9
0.7 0.9
1.1 1.1
0.9 1.0
0.7 1.0
1.1 1.0
1.0 0.8
1.0 1.1
1.0 1.0
0.6 0.8
1.1 1.0
0.9 0.9
0.7 0.9
1.1 1.0
1.0 0.7
0.9 1.1
1.0 1.0
0.6 0.8
1.0 1.1
1.0 1.0
0.7 0.9
1.0 1.1
0.9 0.8
0.9 1.0
1.0 0.9
0.9 1.0
1.0 0.9
0.8 0.9
0.9 1.1
1.0 0.9
0.7 0.9
1.0 1.1
1.0 0.8
1.0 1.0
1.1 0.9
0.7 0.9
1.1 0.8
0.6 0.3
0.2 0.3
0.3 0.3
0.40.3 0.3
0.3 0.30.2
0.3 0.30.2
0.3 0.2
0.3 0.3
0.30.2 0.3
0.3 0.30.3
0.30.3 0.4
0.50.4 0.50.4
0.5 0.5
0.60.5 0.6
0.6 0.70.6
0.7 0.6
0.60.5 0.5
0.5 0.4
0.50.4 0.4
0.4 0.40.3
0.3 0.3
0.3 0.30.3
0.3 0.3
0.30.3 0.3
0.3 0.30.3
0.3 0.3
0.3 0.30.2
0.3 0.3
0.30.3 0.3
0.3 0.3
0.30.3 0.3
0.3 0.30.3
0.3 0.3
0.30.3 0.3
0.3 0.3
0.40.3 0.3
0.3 0.40.3
0.4 0.3
0.40.3 0.4
0.4 0.4
0.50.4 0.5
0.5 0.60.5
0.6 0.6
0.6 0.70.6
0.7 0.7
0.70.6 0.7
0.6 0.70.5
0.6 0.5
0.5 0.50.4
0.4 0.4
0.40.3 0.4
0.4 0.40.3
0.40.3 0.5
0.7 3.9
11.1 0.2
0.1 0.3
1.7 1.0
8.1 7.0
1.3 0.3
0.3 1.2
7.2 6.4
1.2 0.3
0.3 0.2
0.4 1.4
9.9 5.3
0.9 0.3
0.3 0.5
2.2 9.9
3.2 0.8
0.3 0.2
0.4 0.5
0.4 0.9
1.2 0.8
3.1 0.3
1.1 6.1
0.4 0.7
2.1 1.0
4.6 7.4
1.6 0.5
0.6 2.8
9.9 3.9
0.7 0.7
2.4 10.2
3.1 0.6
0.3 0.3
0.6 2.8
8.6 3.1
0.7 0.8
5.6 2.3
10.5 2.3
0.5 0.2
0.2 0.5
3.8 11.3
2.1 3.7
2.0 2.3
7.4 2.3
0.3 0.3
0.4 0.7
1.0 0.3
0.3 0.3
0.4 0.4
0.5 0.6
0.4 0.3
0.3 0.3
0.3 0.4
0.5 0.4
0.4 0.3
0.3 0.5
0.7 0.6
0.5 0.4
0.4 0.4
0.5 0.8
0.7 0.6
0.4 0.4
0.4 0.5
0.8 0.8
0.6 0.5
0.4 0.4
0.9 1.0
0.7 0.5
0.4 0.4
0.9 1.0
0.9 0.7
0.5 0.4
0.4 0.9
0.9 0.9
0.7 0.5
0.4 1.0
0.9 0.8
0.6 0.5
0.4 0.9
0.9 0.9
0.7 0.5
0.4 0.4
0.9 0.9
0.8 0.6
0.5 0.4
0.4 0.7
0.8 0.6
0.5 0.4
0.4 0.7
0.6 0.6
0.5 0.4
0.3 0.3
0.5 0.5
0.4 0.4
0.3 0.3
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.2
0.2 0.2
0.2 0.3
0.3 0.4
0.2 0.2
0.2 0.2
0.3 0.3
0.2 0.2
0.2 0.2
0.3 0.4
0.2 0.2
0.3 0.3
0.5 0.4
0.5 1.3
2.7 8.9
0.8 2.4
7.6 5.8
10.0 7.9
1.6 2.0
2.3 4.2
3.3 1.1
0.7 1.1
0.8 2.1
10.4 5.0
6.5 4.9
10.3 5.4
12.2 7.2
15.2 8.8
10.2 2.2
3.3 1.5
2.5 4.7
2.2 4.3
11.7 3.6
0.9 0.5
0.4 0.5
STOP NO PARKING ONLY
MARY AVE
BUILDING 1A
BUILDING 1B
BUILDING 1A AND 1B WALKWAY
MARY AVE E-S SIDEWALK
MARY AVE WEST
SIDEWALK
WALKWAY 4
WALKWAY 5 WALKWAY 6
NORTH SEE BELOW FOR CONTINUATION SEE ABOVE FOR CONTINUATION LEGEND
EXISTING CREE RSW, 6' LUM ARM
PROPOSED CREE LEDWAY, 4' LUM ARM
PROPOSED CREE LEDWAY, 6' LUM ARM
PROPOSED WAC WALL-MOUNTED, 8' HEIGHT
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CITY OF CUPERTINO
Agenda Item
25-14231 Agenda Date: 2/3/2026
Agenda #: 9.
Subject: Transition of Business License Administration to HdL Companies and consideration of a Business License Amnesty Program.
Receive a report on the transition of phased business license administration to HdL Companies and provide direction on whether to adopt a business license amnesty program. If Council elects to proceed with amnesty, select one of the three options presented below. The details, benefits, and tradeoffs of each option are discussed below.
1. Adopt a 30-day citywide business license amnesty period prior to initiation of HdL’s compliance and discovery efforts;
2. Provide ongoing amnesty upon discovery for newly identified unlicensed businesses; or
3. Adopt a phased 60-day business license amnesty program (staff recommendation) consisting of 100% penalty forgiveness during the first 30 days and 50% forgiveness during the subsequent 30 days, followed by full enforcement.
CITY OF CUPERTINO Page 1 of 1 Printed on 1/29/2026
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ADMINISTRATIVE SERVICES DEPARTMENT
CITY HALL
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
TELEPHONE: (408) 777-3220
CUPERTINO.GOV
CITY COUNCIL STAFF REPORT
Date: February 3, 2026
Subject
Transition of Business License Administration to HdL Companies and consideration of a Business License Amnesty Program
Recommended Action
Receive a report on the transition of phased business license administration to HdL Companies and provide direction on whether to adopt a business license amnesty program. If Council elects to proceed with amnesty, select one of the three options presented below. The details, benefits, and tradeoffs of each option are discussed below.
1. Adopt a 30-day citywide business license amnesty period prior to initiation of HdL’s compliance and discovery efforts;
2. Provide ongoing amnesty upon discovery for newly identified unlicensed businesses; or
3. Adopt a phased 60-day business license amnesty program (staff recommendation) consisting of 100% penalty forgiveness during the first 30 days and 50% forgiveness during the subsequent 30 days, followed by full enforcement.
Reasons for Recommendation:
An amnesty program can help bring unlicensed businesses into the system. This improves the accuracy of the City’s business database, supports better revenue forecasting, and improves communication with the business community. When appropriately licensed, businesses may participate in and take advantage of official City promotions and programs, providing valuable visibility and resources. Examples include the City’s Shop Local initiatives and the online Cupertino Business Resource Hub.
If adopted, the program will also produce one-time revenue for the City by payment of previously unpaid license fees, as well as ongoing annual revenue as newly compliant businesses remain licensed in future years. This also helps reinforce the City’s commitment to a friendly business environment.
It is estimated that there are approximately 800 unlicensed businesses in Cupertino. If brought into compliance, these businesses would generate an estimated $580,000 in annual, ongoing 1064
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revenue. This estimate reflects analysis of local business activity and comparative business license databases.
Background
During fiscal year 2024-25, staff identified an opportunity to modernize and enhance business license administration by transitioning this function to HdL Companies. The shift became operationally feasible following vacancies in the Administrative Services Department and allowed the City to improve customer service, enhance compliance tools, and increase operational efficiency.
As part of this transition, staff collaborated with HdL to evaluate and recommend amnesty program options to bring unlicensed businesses into compliance. These programs are commonly offered by jurisdictions that previously administered business license programs in-house without a dedicated compliance or discovery function. This is not uncommon as many agencies lack the specialized tools and staffing capacity needed for effective enforcement, and rely on third-party vendors like HdL to leverage economies of scale and proven systems for unlicensed business discovery and license enforcement. In addition to operational and compliance benefits, this model also results in net cost savings for the City, as the revenue generated through HdL’s discovery and compliance functions exceeds the City’s cost to contract for business license administration Before HdL initiates formal discovery and compliance activities, staff recommends that Council consider adopting one of the three options for an amnesty program to promote voluntary compliance and signal a transition to a more structured licensing framework. As mentioned above, the amnesty program has clear benefits to the City and helps create goodwill with the business community. Alternatively, Council may choose to forgo an amnesty period and allow HdL’s compliance and discovery efforts to begin immediately.
Amnesty Eligibility
Staff recommends that the amnesty program apply to all businesses currently out of compliance, including:
- Businesses that have never applied for a business license - Businesses that previously held a license but failed to renew in prior years This inclusive approach ensures fairness and maximizes the opportunity for the City to establish a complete and accurate business registry.
What Constitutes a Business?
Under current Cupertino Municipal Code (CMC 5.04.020), a business is broadly defined “as every kind of lawful business, profession or trade in the City”. This includes storefronts, service providers, professional offices, and home-based businesses. Technically, an individual working remotely from home, even for a company located elsewhere, would be considered to be conducting business within the City and may be subject to licensing. However, this approach is impractical and inconsistent with common practice. Across the industry, remote employees are treated as part of the business located at the employer's physical site, not as standalone operations requiring a separate license.
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The City plans to clarify this interpretation as part of an upcoming municipal code clean-up, and expressly exclude remote employees from business license requirements unless otherwise operating as an independent business. The City is also planning on developing FAQs for the business license and the amnesty program, if adopted, which will be promoted broadly to the business community and residents.
Nonprofit Organizations
Under the current Code (CMC 5.04.080), the business license requirement is directly tied to the imposition of the business license tax. As a result, nonprofit organizations, which are tax-exempt (CMC 5.04.110), have not been required to submit a business license application.
This limits the City’s ability to maintain an accurate registry of active nonprofits and engage with them effectively.
To improve administrative oversight, staff intends to recommend a future code amendment requiring all nonprofit organizations to submit a business license application, even if no tax is due. This change will enhance transparency, support outreach, and align Cupertino’s policies with those of peer cities.
Business License Amnesty Programs
HdL presented three possible business license amnesty models to the City:
1. Citywide 30-Day Amnesty Window
This model offers a short, 30-day citywide window during which any unlicensed business can voluntarily register without penalties. After this period, HdL would begin formal discovery and apply full penalties to any unlicensed businesses identified.
Benefits: Sends a clear message that compliance is expected while offering a brief goodwill period; incentivizes voluntary registration; minimizes extended revenue loss.
Tradeoffs: Limited outreach window; lower total capture rate than longer programs; businesses unaware of the opportunity may miss the deadline.
2. Ongoing Amnesty for Discovered Businesses
This model provides amnesty on a rolling basis to any unlicensed business that is newly identified by HdL through its discovery and compliance program. Penalty forgiveness would be extended to each newly discovered business at the point of their identification, not on a fixed timeline.
Benefits: Creates a consistent, low-friction process for bringing businesses into compliance; gives newly discovered businesses an opportunity to register before being penalized.
Tradeoffs: Less public visibility of the program; does not incentivize voluntary registration ahead of discovery; may delay the City's ability to realize full revenue potential.
3. Phased 60-Day Amnesty (Recommended)
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This approach offers citywide penalty forgiveness to all previously unlicensed businesses:
100% forgiveness in the first 30 days and 50% forgiveness in the following 30 days. After the 60-day period, HdL would begin full discovery enforcement and resume standard penalties.
Benefits: Encourages early participation while preserving a sense of urgency; offers a fair and time-bound transition period for businesses to comply voluntarily; allows clear communication and structured outreach.
Tradeoffs: Temporarily reduces penalty revenue that could otherwise be collected from non-compliant businesses; requires active monitoring and outreach to maximize effectiveness; may generate concerns of fairness if not paired with consistent enforcement afterward.
All models would comply with state law and current City practice, with recovery of penalties limited to the most recent three years of unpaid business license taxes.
Public Outreach and Education
If the Council adopts an amnesty program, staff will initiate a coordinated outreach effort that includes:
- Website and business portal updates
- Social media and newsletter messaging
- Engagement with local businesses, property owners, and property managers - Assistance from the Economic Development Committee to broaden business outreach - Educational materials on the renewal process and available City resources The goal is to ensure businesses understand the amnesty opportunity and the importance of timely compliance going forward.
Sustainability Impact
No sustainability impact.
Fiscal Impact
The recommended phased amnesty program is projected to yield a net positive fiscal impact.
HdL’s compliance tools are expected to generate substantial new revenues, estimated at $580,000 annually, and improve ongoing compliance. HdL has estimated that their costs for administering the program will range between $10,000 and $15,000, depending on the number of businesses ultimately brought into compliance.
City Work Program (CWP) Item/Description
None.
Council Goal:
Fiscal Strategy, Quality of Life, Public Engagement and Transparency California Environmental Quality Act
No California Environmental Quality Act impact.
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_____________________________________
Prepared by: Jonathan Orozco, Acting Director of Administrative Services Reviewed by: Floy Andrews, Interim City Attorney
Approved for Submission by: Tina Kapoor, City Manager
Attachments:
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CITY OF CUPERTINO
Agenda Item
25-14619 Agenda Date: 2/3/2026
Agenda #: 10.
Subject: City Manager Report
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Wednesday, January 28, 2026
A Message from the City Manager
Hello Neighbors,
Cupertino is starting the year with exciting momentum. From national recognition for our residents’ exceptional money management skills to new businesses opening their doors, along with programs that support safety, sustainability, and local economic vitality, there is so much happening across the City.
In this update, you will find a variety of opportunities to stay engaged and informed. We’re also sharing an update on how the City communicates through platforms like Nextdoor, so residents can easily recognize official City information. Learn how to participate in Big Game festivities, strengthen your emergency preparedness through programs such as CERT, explore updates on alternative transportation within our community, and stay informed about e-bike safety. Together, these efforts reflect Cupertino’s continued commitment to a safe, vibrant, and connected community.
Read the full City Manager’s Newsletter January 28, 2026 and all previous editions at cupertino.gov/cmnewsletter.
Warm Regards,
Tina Kapoor, City Manager
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CITY OF CUPERTINO
Agenda Item
25-14618 Agenda Date: 2/3/2026
Agenda #: 11.
Subject: Councilmember Reports
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1 CITY COUNCILMEMBER REPORT
Meeting: February 3, 2026
Reporting Councilmember: Councilmember J.R. Fruen
Report Dates: 1/13/26 to 1/26/26
Item Date, Title, and Description:
Event 1. January 13 – City Hall Facilities Tour – Together with Councilmember Mohan and Planning Commissioner Lindskog, I received a tour of City Hall and its various facilities within the building to better understand current operational limitations created by the building and issues related to overall state of the building and its maintenance.
Event 2. January 14, 2026 – Silicon Valley Clean Energy Board Meeting – I attended this regular meeting of the SVCE JPA Board in my capacity as the alternate appointee of the City Council, filling in for Councilmember Wang. Meeting agendas, materials, and minutes are available at the SVCE website here.
Event 3. January 20, 2026 – Staff Briefing on Two Development Projects – I received a briefing from city staff (CDD) covering two adjacent townhome project development applications on Stevens Creek Boulevard near Blaney Avenue.
Event 4. January 22, 2026 – Santa Clara County Cities Association Legislative Action Committee (LAC) & Board Meeting – I attended this pair of meetings of the Cities Association in my capacity as Vice-President of the organization and address the LAC at the invitation of the Chair. Meeting agendas, materials, and minutes are available at the Cities Association website here.
Event 5. January 26, 2026 – Court hearing – Tang et al. v. City of Cupertino – I attended the merits hearing in Santa Clara County Superior Court where Judge Williams heard argument in the litigation over the Scofield Drive builder’s remedy project application. Per Judge’s comments from the dais, an order in a related case involving the same question of law for a project in the Town of Los Gatos is expected to publish this week (by the end of January). 1072
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City Council Councilmember Report
2 Event 6. January 26, 2026 – Meeting with the City Manager – I met with City Manager Tina Kapoor to go over upcoming council agenda items, items of interest, and issues raised by residents.
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1 CITY COUNCILMEMBER REPORT
Meeting: February 3, 2026
Reporting Councilmember: Councilmember Sheila Mohan
Report Dates: 1/13/26 to 1/26/26
Item Date, Title, and Description:
1/13/26 Accompanied by City staff, Councilmember Fruen and Commissioner Lindskog, I toured the City Hall facility in order to familiarize myself with the layout of the building and the physical condition of the structure.
1/14/26 I attended a meeting with the representative of Dividend Homes to review their proposed developments along Stevens Creek Blvd. A total of 89 units in 3- and 2-story buildings is being proposed. Council approved the plan at its January 21 meeting.
1/15/26 I participated in a Zoom session with City staff who made a presentation on the Dividend Homes projects and elaborated on the details, including density bonus waivers, conversations with the neighbors and limitations imposed by SB 330. This project will result in a net loss of units relative to the Housing Element. Staff will present solutions to Council at a later date. 1/19/26 Spoke to students of Kennedy Middle School about Council priorities and the ways young people can engage in civic discourse. 1/20/26 I attended a meeting with representatives of Housing Choices, an advocacy group for affordable housing for people with developmental disabilities.
Their focus was on the Mary Ave project which will be discussed by Council at their February 3 meeting.
1/26/26 Celebrated India’s Republic Day in San Francisco with India’s Consul General and a large group of elected officials and community non-profits. Mayor 1074
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City Council Councilmember Report
2 Daniel Lurie of San Francisco was the main speaker – he referenced the vital importance of the Constitution and the common values between India and the US. 1075
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1 CITY COUNCILMEMBER REPORT
Meeting: February 3, 2026
Reporting Councilmember: Mayor Kitty Moore
Report Dates: 1/13/26 to 1/26/26
Item Date, Title, and Description:
January 14, 2026. Press Conference with Mayor Matt Mahan, and other electeds RE funding for Prop 36. Spoke in favor of fully implementing the strongly voter supported proposition.
January 15, 2026. Prep session RE Dividend Homes project with Staff.
January 15, 2026. VTA Policy Advisory Committee. Requested the Measure B “placemat” include the estimated total project costs so that it would provide more meaningful information for the PAC and Board. Requested clarification on what may be internal inconsistencies in the Complete Streets Policy.
January 15, 2026. Cupertino Chamber of Commerce. Spoke at the event where the new board members for 2026 were installed.
January 18, 2026. Attended the Opening Ceremony of “Sixth Annual China Through American Eyes: Telling the Stories of Hubei through Lens and Paintbrushes" Art Exhibition. This year’s event showcased photographs and paintings created by 16 of our YHCCA students from Cupertino and the Bay Area during their leadership camp trip to Hubei in June 2025. Spoke with many students about their artwork and what their trip was like.
January 20, 2026. Agenda look-ahead meeting with VM and Staff. 1076
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City Council Mayor Moore Report
2 January 20, 2026. Dividend Homes meeting with the developer to discuss their project including their plans for art.
January 20, 2026. SVCS Mandarin Class. Begin class.
January 21, 2026. West Valley Mayors and Managers Meeting. Heard and discussed issues our cities are facing and how we can collaborate. Worked out a tentative topics for discussion list such as transportation, disaster preparedness, and budget issues.
January 21, 2026. Closed and open session Regular City Council Meeting.
January 22, 2026. Completed required harassment training.
January 22, 2026. Participated in webinar “Rethinking Transit in America’s Fastest Growing Cities” which highlighted the Via bus and rideshare system in Sioux Falls. Of particular note, the Via system would utilize the rideshare frequency data to determine where a fixed route should be located and they provide the fixed bus routes as well. Here is a Bloomberg article on the program:
https://www.bloomberg.com/news/articles/2024-10-03/sioux-falls-microtransitrevamp-brings-buses-and-on-demand-vans-together January 23, 2026. Check in with Staff.
January 24, 2026. Policy and Pancakes with Assemblymember Patrick Ahrens. Gave a brief overview on topics important to Cupertino. Heard updates from district mayors and the assemblymember.
January 26, 2026. Agenda look-ahead with Staff.
January 26, 2026. SVCE Chinese Class.
January 26, 2026. Review of 22068 San Fernando Ct. project with Staff. 1077
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CITY OF CUPERTINO
Agenda Item
25-14691 Agenda Date: 2/3/2026
Agenda #: 12.
Subject: Upcoming Draft Agenda Items Report
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Upcoming Draft Agenda Items
CITY OF CUPERTINO
City Council
Thursday, February 19, 2026
Study Session
26-14752 Subject: Active Transportation Plan (ATP) Update (Placeholder) 26-14770 Subject: Study session on sheriff services contract - placeholder (5:30 p.m.)
Consent Calendar
26-14728 Subject: Appointment of the Sustainability Commission, Technology, Information, and Communications Commission, and Planning Commission recommendations as representatives to the Economic Development Committee
25-14213 Subject: Approval of an agreement to replace Cupertino’s HR and Financial Enterprise Resource Planning (ERP) system
25-14421 Subject: Ratifying Accounts Payable for the periods ending 25-14621 Subject: Approval of February 3, 2026 City Council minutes Public Hearings
25-14563 Subject: Appeal of fee determination made by the City Collector for Business License renewal; public hearing pursuant to Cupertino Municipal Code (CMC) Section 5.04.480(C); Appellant: Annie Lee; Business: Lee's Sandwiches; Business Address: 20363 Steven Creek Blvd, Cupertino, CA 95014 (Postponed from November 18, 2025)
Future Agenda Items
25-14693 Subject: Upcoming Draft Agenda Items Report
Action Calendar
26-14755 Subject: Revisions to Plastic Bag ordinance to align with State requirements.
26-14774 Subject: Adoption of the Legislative Platform and Resolution forming the Legislative Review Committee (LRC) and make appointments to the LRC (amend council committee assignments)
26-14785 Subject: Introduce Ordinance No. 25-2279: “An Ordinance of the City Council of the City of Cupertino Amending City Code Title Five (Business Licenses and Regulations) to Establish Chapter 5.51 to Regulate Film Production.”
26-14818 Subject: Consideration of potential Revenue Tax Measure