Agenda packet, regular meeting, first session — San Mateo City Council, July 20, 2026 (part 2 of 3)

A summary of the list of national cities
that have implemented programs for the
purpose of strengthening locally serving
tenants and districts, and a recap of
activities that the corresponding city had
to take to bring about such solutions.

Task 7 - Strategic Recommendations & Policy
Suggestions
Review all previously completed memos,
reports, and deliverables 6 hrs 3 3 0
Using the previous deliverables,
compiling research, discussing findings
and identifying strategies for Business
Retention, Commercial Preservation,
Mitigating Commercial Redevelopment,
including looking at the Economic
Development Work Plan, develop a
Summary Memo that sets out
implementable solutions for Economic
Development staff to execute within the
City to accomplish the Economic
Development goals and retention of
small businesses. 27 hrs 14 8 5
SUB-TOTAL HRS 33 17 11 5
Deliverables:

A full summary memorandum, including
the top 10 recommendations, covering
business retention strategies,
commercial preservation tools,
redevelopment mitigation strategies,
economic development strategies, and
hospitality asset retention and
conversion considerations.

Subtotal;530.50
hrs 214 hrs 163 hrs 153.50 hrs
TOTAL:
$99,867.50 $53,500 $31,785 $14,582.50
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Professional Consultant Services Page 20 of 21
Rev 4/26

EXHIBIT C

INSURANCE REQUIREMENTS

MINIMUM SCOPE OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (CGL): Insurance Services Office (ISO) Form CG 00 01 12 07 covering CGL on an “occurrence” basis, including products-completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: ISO Form Number CA 00 01 covering any auto (Code 1), or if CONSULTANT has no owned autos, hired, (Code 8) and non-owned autos (Code 9), with limit no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation: as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease.

4. Professional Liability (Errors and Omissions): Insurance appropriate to the CONSULTANT’s profession, with limit no less than $1,000,000 per occurrence or claim, $2,000,000 aggregate.

If the CONSULTANT maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the CONSULTANT.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City, its elected and appointed officials, employees, volunteers, and agents are to be covered as insureds on the auto policy for liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the CONSULTANT; and on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the CONSULTANT including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the CONSULTANT’s insurance (at least as broad as ISO Form CG 20 10, 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used).

Primary Coverage
For any claims related to this contract, the CONSULTANT’s insurance coverage shall be primary insurance as respects the City, its elected and appointed officials, employees, volunteers, and agents.

Any insurance or self-insurance maintained by the City, its elected and appointed officials, employees, volunteers, or agents shall be excess of the CONSULTANT’s insurance and shall not contribute with it.

Notice of Cancellation
Each insurance policy required above shall provide that coverage shall not be canceled, except after thirty (30) days’ prior written notice (10 days for non-payment) has been given to the City. 327 of 833
Professional Consultant Services Page 21 of 21
Rev 4/26
Waiver of Subrogation
CONSULTANT hereby grants to City a waiver of any right to subrogation which any insurer of said CONSULTANT may acquire against the City by virtue of the payment of any loss under such insurance.

CONSULTANT agrees to obtain any endorsement that may be necessary to effect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.

Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. The City may require the CONSULTANT to purchase coverage with a lower deductible or retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention.

Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Verification of Coverage
CONSULTANT shall furnish the City with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the CONSULTANT’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 328 of 833

CITY OF SAN MATEO
RESOLUTION NO.__ (2026)

AUTHORIZATION OF THE EXAMINATION OF SALES OR TRANSACTIONS AND USE TAX RECORDS WHEREAS, pursuant to San Mateo Municipal Code Chapters 3.50 and 3.52, the City of San Mateo entered into a contract with the California Department of Tax and Fee Administration (Department) to perform all functions incident to the administration and collection of sales and use taxes; and WHEREAS, the City Council of the City of San Mateo deems it desirable and necessary for authorized officers, employees and representatives of the City to examine confidential sales or transactions and use tax records of the Department pertaining to sales or transactions and use taxes collected by the Department for the City pursuant to that contract, including the City of San Mateo Transactions and Use Tax; and WHEREAS, Section 7056 of the California Revenue and Taxation Code sets forth certain requirements and conditions for the disclosure of Department records, and Section 7056.5 of the California Revenue and Taxation Code establishes criminal penalties for the unlawful disclosure of information contained in, or derived from, the sales or transactions and use tax records of the Department; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN MATEO HEREBY RESOLVES AS FOLLOWS:

Section 1. That the City Manager, Assistant City Manager, Finance Director, Deputy Finance Director, Economic Development Manager, Budget Manager, Budget Analyst or other officer or employee of the City designated in writing by the City Manager to the California Department of Tax and Fee Administration is hereby appointed to represent the City with authority to examine sales or transactions and use tax records of the Department pertaining to sales or transactions and use taxes collected for the City by the Department pursuant to the contract between the City and the Department.

Section 2. The information obtained by examination of Department records shall be used only for purposes related to the collection of City sales or transactions and use taxes by the Department pursuant to that contract, and for purposes related to the following governmental functions of the City:
(a) Forecasting and budget planning
(b) Tracking and economic development
(c) Detection of misallocation and deficiencies
(d) Real property services
The information obtained by examination of Department records shall be used only for those governmental functions of the City listed above.

Section 3. That Retail Real Estate Resources is hereby designated to examine the sales or transactions and use tax records of the Department pertaining to sales or transactions and use taxes collected for the City by the Department. The person or entity designated by this section meets all of the following conditions, which are also included in the contract between the City and Retail Real Estate Resources:
a) has an existing contract with the City to examine those sales or transactions and use tax records; b) is required by that contract to disclose information contained in, or derived from, those sales or transactions and use tax records only to the officer or employee authorized under Section 1 of this resolution to examine the information.
c) is prohibited by that contract from performing consulting services for a retailer during the term of that contract;
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d) is prohibited by that contract from retaining the information contained in, or derived from those sales or transactions and use tax records, after that contract has expired.

Section 4. That the information obtained by examination of Department records shall be used only for purposes related to the collection of City sales or transactions and use taxes by the Department pursuant to the contract between the City and the Department and for those purposes relating to the governmental functions of the City listed in section 2 of this Resolution.

Section 5. That this Resolution supersedes all prior Resolutions of the City Council of the City of San Mateo adopted pursuant to subdivision (b) of Revenue and Taxation Code section 7056.

Section 6. Adoption of this Resolution authorizing the examination of sales or transactions and use tax records is not a project subject to CEQA, because it consists of a government fiscal activity which does not involve any commitment to any specific project which may result in a potentially significant impact on the environment. (CEQA Guidelines Section 15378(b)(4).)
BE IT FURTHER RESOLVED that the information obtained by examination of Department records shall be used only for purposes related to the collection of City sales or transactions and use taxes by the Department pursuant to the contract between the City and the Department and for those purposes relating to the governmental functions of the City listed in section 2 of this Resolution. 330 of 833

CITY OF SAN MATEO

CITY OF SAN MATEO
Agenda Report
City Hall
330 W. 20th Avenue
San Mateo CA 94403
www.cityofsanmateo.org
Agenda Number: 19 Section Name: CONSENT CALENDAR Account Number: 10-6661 File ID: 26-11499 TO: City Council
FROM: Alex Khojikian, City Manager
PREPARED BY: Library Department
MEETING DATE: July 20, 2026
SUBJECT:

Library Materials Acquisition — Agreement
RECOMMENDATION:

Adopt a Resolution authorizing an alternative purchasing procedure to approve an agreement with Ingram Library Services LLC to provide library materials including books, audiobooks, DVD/Blu-Ray, CD/MP3 and customized collection development services in an amount not to exceed $500,000 annually for fiscal years 2025-26, 2026-27, and 2027-28, with an optional three-year term extension, for a potential total agreement amount not to exceed $3,000,000; and authorize the City Manager to approve any appropriate changes that do not increase the total not to exceed amount and execute the agreement on behalf of the City.

BACKGROUND:

In October 2025, Baker & Taylor, the City Library’s primary vendor of library materials abruptly closed without prior notice to the City Library, and other libraries nationwide. Baker & Taylor was the nation’s largest wholesale distributor of print books and media to libraries. The sudden closing of Baker & Taylor left libraries in a difficult position searching for vendor replacements while managing some purchases where they could from smaller vendors. Due to the need to immediately onboard a primary vendor, Library staff was unable to conduct formal bidding for primary vendor services. Instead, City staff explored different available options on the market by reaching out to various known vendors including Amazon, Brodart Company, Midwest Tape LLC, and Ingram Library Services LLC (Ingram). After a review of these vendor services, Library staff determined that Ingram was the best suited to provide needed materials and quality customer service fitting the library’s needs. During the period of researching for a new provider of library materials, vendors were assessed on the following elements: customer support, range of inventory, collection development services, processing and cataloging services, pricing and fulfillment rates. Pricing was similar among these vendors, but with the exception of Ingram, there was a lack of inventory and ability to provide materials at the rate needed. In addition, some available vendors required minimum purchasing thresholds, that would be difficult to meet given their small selection or low inventory. Ingram was found to be able to offer a wide selection of books, have a large inventory, and adequate pre-processing services.

San Mateo Municipal Code Section 3.60.030 generally requires bids to be obtained for purchases over $100,000.

However, San Mateo Municipal Code Section 3.60.070(h)(3) provides that the City may use any purchasing procedures approved by the City Council if the City Council makes a finding concurrent with the award of the contract that the procedures are in the best interest of the City. Here, after Baker & Taylor’s closure, staff immediately solicited known vendors to assess whether they meet selection criteria, inventory requirements, pricing, as well as other factors that best suited San Mateo’s needs. By directly soliciting known vendors rather than formal bidding, staff was able to quickly onboard a new primary vendor without disrupting Library services to the public.

Based on the above, City staff recommends that the City Council adopt a resolution approving an alternative purchasing procedure to approve an agreement with Ingram for three years starting in FY 2025-2026, with an optional three-year 331 of 833

CITY OF SAN MATEO
extension in an amount not to exceed $500,000 annually, for a potential total agreement amount of $3,000,000.

BUDGET IMPACT:

The costs associated with the agreement were included in the FY2025–26 and FY2026–27 approved budgets. Costs for subsequent years will be incorporated into future departmental budget appropriations.

ENVIRONMENTAL DETERMINATION:

Approval of an agreement with Ingram Library Services LLC is exempt from CEQA, because it can be seen with certainty that there is no possibility the purchase of library materials may have a significant effect on the environment. (CEQA Guidelines Section
15061(b)(3).)

STRATEGIC PLAN ALIGNMENT
This staff report supports the Organizational Health and Good Governance initiative.

NOTICE PROVIDED
All meeting noticing requirements were met.

ATTACHMENTS
Att 1 - Proposed Resolution
Att 2 - Agreement

STAFF CONTACT
Rukshana Singh, City Librarian
[email protected]
(650) 522-7804
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CITY OF SAN MATEO
RESOLUTION NO. ____ (2026)

APPROVING ALTERNATIVE PURCHASING PROCEDURE TO APPROVE AN AGREEMENT WITH INGRAM LIBRARY

SERVICES LLC FOR THE PURCHASE OF LIBRARY MATERIALS
WHEREAS, the San Mateo Public Library (“City Library”) purchases from a primary vendor for the regular supply of various library materials for its patrons including, but not limited to, books, audiobooks, DVDs/BluRays, etc.; and WHEREAS, the City Library’s primary vendor, Baker & Taylor, abruptly closed its business operations without prior notice to the City in October 2025; and
WHEREAS, the City Library required immediate replacement of its primary vendor in order to prevent disruption of library services; and
WHEREAS, San Mateo Municipal Code section 3.60.070(h)(3) provides that the City may use any purchasing procedures approved by the City Council if the Council makes a finding prior to or concurrent with the award for the contract that the procedures are in the best interest of the City for the particular contract; and WHEREAS, due to the immediate need for a replacement primary vendor, City Library staff directly solicited available vendors rather than conducting a formal bidding process, which would have disrupted library operations; and
WHEREAS, Ingram Library Services LLC was determined by City Library staff to best meet its needs based on a review of customer support, range of inventory, collection development services, processing and cataloging services, pricing and fulfillment rates; and
WHEREAS, based on the above, City Library staff recommend approving an alternative purchasing procedure to approve an agreement with Ingram Library Services LLC for the provision of library materials for an initial term of three years, with an optional three-year extension, in the amount of $500,000 per year, for a potential total amount of $3,000,000.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN MATEO, CALIFORNIA, FINDS and RESOLVES that:

1. Approval of an alternative purchasing procedure to approve an agreement with Ingram Library Services LLC is not a project subject to CEQA, because it can be seen with certainty that there is no possibility that the purchase of library materials may have a significant effect on the environment. (CEQA Guidelines Section 15061(b)(3).)

2. Pursuant to Municipal Code section 3.60.070 (h)(3), it is found that the award of the agreement to Ingram Library Services LLC to serve as the primary vendor for the San Mateo Public Library is in the City’s best interest because:
• The City Library’s primary vendor, Baker & Taylor, abruptly closed its business operations; 333 of 833
• The City Library needed to immediately find a replacement primary vendor to provide library materials to City Library patrons;
• Conducting formal bidding would have been more time consuming than direct solicitations and would have disrupted City Library operations; and
• City staff’s review of available vendors determined Ingram Library Services LLC is best suited to be a replacement primary vendor based on a review of customer support, range of inventory, collection development services, processing and cataloging services, pricing and fulfillment rates.

3. The award of an agreement to Ingram Library Services LLC for the provision of library materials for an initial term of three years, with an optional three-year extension, in the amount of $500,000 per year, for a potential total amount of $3,000,000 is approved.

4. The City Manager is authorized to approve any appropriate changes that do not increase the total not to exceed amount and execute the agreement on behalf of the City. 334 of 833

AGREEMENT WITH INGRAM LIBRARY SERVICES LLC

TO PROVIDE LIBRARY MATERIALS AS PRIMARY VENDOR
This Agreement, made and entered into this day of ______________, 2026, by and between the CITY OF SAN MATEO, a municipal corporation existing under the laws of the State of California ("CITY"), and INGRAM LIBRARY SERVICES LLC, a limited liability company ("CONTRACTOR"), whose address is One Ingram Boulevard, LaVergne, TN 37086.

RECITALS:

A. CITY desires certain library materials vendor services hereinafter described.

B. CITY desires to engage CONTRACTOR to provide these library materials vendor services by reason of its qualifications and experience for performing such services and CONTRACTOR has offered to provide the required services on the terms and in the manner set forth herein.

NOW, THEREFORE, IT IS AGREED as follows:

SECTION 1 - SCOPE OF SERVICES
.

The scope of services to be performed by CONTRACTOR under this Agreement is as described in Exhibit A to this Agreement, which is attached and incorporated by reference.

SECTION 2 - DUTIES OF CONTRACTOR
CONTRACTOR shall be responsible for the professional quality, technical accuracy and coordination of all work furnished by CONTRACTOR under this Agreement. CONTRACTOR shall, without additional compensation, correct or revise any errors or deficiencies in its work.

CONTRACTOR represents that it is qualified to furnish the services described under this Agreement.

CONTRACTOR shall be responsible for employing or engaging all persons necessary to perform the services of CONTRACTOR.

CONTRACTOR agrees to comply with the City’s minimum wage ordinance as codified in Municipal Code Chapter 5.92, which differs from the state minimum wage and includes a Consumer Price Index escalator, to the extent that the City’s minimum wage ordinance is applicable to CONTRACTOR.

SECTION 3 - DUTIES OF CITY
CITY shall provide pertinent information regarding its requirements for these services.

CITY shall examine documents submitted by CONTRACTOR and shall render decisions pertaining thereto promptly, to avoid unreasonable delay in the progress of CONTRACTOR'S work. 335 of 833
SECTION 4 - TERM
The services to be performed under this Agreement shall commence on July 1, 2025, and be completed on June 30, 2028. The City, at its discretion, holds an option to extend the term of the Agreement for an additional three-year term.

SECTION 5 - PAYMENT
Payment shall be made by CITY only for services rendered and upon submission of a payment request upon completion and CITY approval of the work performed. In consideration for the full performance of the services set forth in Exhibit A, CITY agrees to pay CONTRACTOR in an amount not to exceed $500,000 per term year, with a total potential agreement amount of $3,000,000 if City exercises its three-year option, a fee pursuant to rates stated in Exhibit B, attached and incorporated by reference.

SECTION 6 - TERMINATION
Without limitation to such rights or remedies as CITY shall otherwise have by law, CITY shall have the right to terminate this Agreement or suspend work on the Project for any reason, upon thirty (30) days' written notice to CONTRACTOR. CONTRACTOR agrees to cease all work under this Agreement upon receipt of said written notice.

SECTION 7 - OWNERSHIP OF DOCUMENTS
All documents prepared by CONTRACTOR in the performance of this Agreement are and shall be the property of CITY, whether the project for which they are made is executed or not.

SECTION 8 - CONFIDENTIALITY
All reports and documents prepared by CONTRACTOR in connection with the performance of this Agreement are confidential until released by CITY to the public. CONTRACTOR shall not make any such documents or information available to any individual or organization not employed by CONTRACTOR or CITY without the written consent of CITY before any such release.

SECTION 9 - INTEREST OF CONTRACTOR
CONTRACTOR covenants that it presently has no interest, and shall not acquire any interest, direct or indirect, financial or otherwise, which would conflict in any manner or degree with the performance of the services under this Agreement.
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SECTION 10 - CONTRACTOR'S STATUS
It is expressly agreed that in the performance of the services required under this Agreement, CONTRACTOR shall at all times be considered an independent contractor as defined in Labor Code Section 3353, under control of the CITY as to the result of the work but not the means by which the result is accomplished. Nothing herein shall be construed to make CONTRACTOR an agent or employee of CITY while providing services under this Agreement.

SECTION 11 - INDEMNITY
CONTRACTOR agrees to hold harmless and indemnify CITY, its elected and appointed officials, employees, and agents from and against any and all third-party claims, loss, liability, damage, and expense arising out of CONTRACTOR’s performance of this Agreement, except for those claims arising out of CITY’s sole negligence or willful misconduct. CONTRACTOR agrees to defend City, its elected and appointed officials, employees, and agents against any such claims. The CONTRACTOR’S duty to indemnify shall survive expiration or early termination of this Agreement.

SECTION 12 - INSURANCE
Contractor shall procure and maintain for the duration of the contract the insurance specified in Exhibit C to this Agreement.

SECTION 13 - NONASSIGNABILITY
Both parties hereto recognize that this Agreement is for the personal services of CONTRACTOR and cannot be transferred, assigned, or subcontracted by CONTRACTOR without the prior written consent of CITY.

SECTION 14 - RELIANCE UPON SKILL OF CONTRACTOR
It is mutually understood and agreed by and between the parties hereto that CONTRACTOR is skilled in the performance of the work agreed to be done under this Agreement and that CITY relies upon the skill of CONTRACTOR to do and perform the work in a skillful manner consistent with industry standards for the industry CONTRACTOR is a part of, and CONTRACTOR agrees to thus perform the work. The acceptance of CONTRACTOR's work by CITY does not operate as a release of CONTRACTOR from said obligation.
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SECTION 15 - WAIVERS
The waiver by either party of any breach or violation of any term, covenant, or condition of this Agreement or of any provisions of any ordinance or law shall not be deemed to be a waiver of such term, covenant, condition, ordinance or law or of any subsequent breach or violation of the same or of any other term, condition, ordinance, or law. The subsequent acceptance by either party of any fee or other money which may become due hereunder shall not be deemed to be a waiver of any preceding breach or violation by the other party of any term, covenant, or condition of this Agreement or of any applicable law or ordinance.

SECTION 16 - COSTS AND ATTORNEY FEES
Attorney fees in total amount not exceeding $5000, shall be recoverable as costs (by the filing of a cost bill) by the prevailing party in any action or actions to enforce the provisions of this Agreement. The above $5000 limit is the total of attorney fees recoverable whether in the trial court, appellate court, or otherwise, and regardless of the number of attorneys, trials, appeals, or actions. It is the intent of this provision that neither party shall have to pay the other more than $5000 for attorney fees arising out of an action, or actions to enforce the provisions of this Agreement.

SECTION 17 - NON-DISCRIMINATION
CONTRACTOR warrants that it is an Equal Opportunity Employer and shall comply with applicable regulations governing equal employment opportunity. Neither CONTRACTOR nor any of its subcontractors shall discriminate in the employment of any person because of race, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, or age, unless based upon a bona fide occupational qualification pursuant to the California Fair Employment and Housing Act.

SECTION 18 - LITIGATION
CONTRACTOR shall testify at CITY's request if litigation is brought against CITY in connection with CONTRACTOR's services under this Agreement. Unless the action is brought by CONTRACTOR, or is based upon CONTRACTOR's wrongdoing, CITY shall compensate CONTRACTOR for preparation for testimony, testimony, and travel at CONTRACTOR's standard hourly rates at the time of actual testimony.

SECTION 20 - NOTICES
All notices hereunder shall be given in writing and mailed, postage prepaid, addressed as follows:

To CITY: Rukshana Singh
City of San Mateo
55 W. Third Avenue
San Mateo, CA, 94402
338 of 833
To CONTRACTOR: Ingram Library Services LLC
Attn: Carolyn Morris
One Ingram Boulevard,
LaVergne, TN, 37086
SECTION 21 - AGREEMENT CONTAINS ALL
UNDERSTANDINGS; AMENDMENT
This document represents the entire and integrated agreement between CITY and CONTRACTOR and supersedes all prior negotiations, representations, and agreements, either written or oral.

This document may be amended only by written instrument, signed by both CITY and CONTRACTOR.

SECTION 22 - GOVERNING LAW AND VENUE
This Agreement shall be governed by the laws of the State of California and, in the event of litigation, venue will be in the County of San Mateo.
[SIGNATURE PAGE FOLLOWS]
339 of 833
IN WITNESS WHEREOF, CITY OF SAN MATEO and INGRAM LIBRARY SERVICES LLC have executed this Agreement the day and year first above written.

CITY OF SAN MATEO CONTRACTOR
Alex Khojikian
City Manager
Date Carolyn Morris
Its Authorized Agent
Vice President
If a Corporation, can be either 1)
President or 2) Vice President plus
an additional corporate officer
(i.e., Secretary, Treasurer) who
shall sign below.

Date

APPROVED AS TO FORM
Linh Nguyen
Assistant City Attorney
Date Phil Ollila Date
Its Authorized Agent
Chief Commercial & Content
Officer
Attachments:

Exhibit A: Scope of Services
Exhibit B: Payment Rates
Exhibit C: Insurance Requirements
340 of 833

EXHIBIT A

SCOPE OF SERVICES
Vendor will provide City the following binding types and presses:

Trade Hardcover: High demand fiction and nonfiction books published with a glued binding and a hardcover. These titles are typically for the general consumer and produced by widely distributed publishers. Trade bindings may also be referred to as retail trade editions, trade books, hardbound books, hardback books, cloth bound books or cloth cover books. Publishers normally produce these titles in larger print runs.*
Quality Paperback: High demand fiction and nonfiction books with paper covers and generally no size restriction. Any illustrations or graphics may be placed throughout the book; both paper and printing are high quality. These titles are typically for the general consumer and produced by widely distributed publishers. This binding may also be referred to as trade paper or trade paperback.* Mass Market Paperback: High demand books with paper covers that are produced in a size to fit a standard retail store display and generally deal with subjects of mass appeal. Any illustrations are grouped together in one section of the book.*
Graphic Novels: A narrative work in which the story is conveyed to the reader using comic form. The term is employed in a broad manner, encompassing nonfiction works and thematically linked short stories as well as fictional stories across several genres.

Library Bindings: Books of higher quality publisher bindings, usually fanned and glued, and may also be sewn. Books may be identified as Library Bindings on ipage.

University Press: The binding types may vary for these titles (i.e., Hardcover and/or Paperback), but all are published by a University Press.

Short Discounted/Non-Trade: Lower demand, small print-run books in various bindings, and includes graphic novels, legal, technical, reference, scientific, and medical titles as defined by Ingram subject categories. Titles are generally published by small or university presses. Also included are print and audiobook titles purchased at lower than full trade discount; titles with limited sales volume; and/or titles from publishers not in compliance with Vendor’s purchasing requirements. Vendor is pleased to make this broad base of titles available to customers with no service charges.

Large Print: Vendor does not recognize large print as separate binding type for discount purposes.

Large print titles receive discounts according to binding/press assigned to the ISBN ordered as outlined above.

Picture Books, Board Books, Easy Readers, and Big Books: These juvenile genre categories are not discounting categories used by Vendor. These books will receive the discount appropriate to the specific binding/press ordered as outlined above. It is estimated that at least 80% would receive the full trade discount.

Prebound Books: Paperback books bound into a hardback edition. Vendor’s inventory also includes over17,500 prebound titles from Perfection Learning and San Val (Turtleneck Books) and are identified 341 of 833
on ipage as Prebound-Sewn or Prebound-Glued.

World Language Materials: Vendor does not recognize Spanish Language (or any world languages) as a discounting category. These books will receive the discount appropriate to the specific binding/press ordered as outlined above.

Net: Low demand, small print run books in various binds and categories upon which Vendor receives minimal or no purchase discount. This category of book will receive a 0% discount. Vendor is pleased to make this broad base of titles available to its customers with no service charges. *See Short Discount for explanation on titles that may fall outside of this document category.

Vendor’s inventory offers 28,000+ audio CD and MP3 titles in abridged and unabridged editions; 790,000 music CDs; 26,000+ DVD and 9,000+ Blu-ray titles, and over 560 video game titles from the following platforms: PlayStation 2, PlayStation 3, PlayStation 4, PlayStation 5, Xbox 360, Xbox One, Xbox Series X, Nintendo Switch.

Vendor provides Cataloging and Processing Service and the City may choose from four levels of service from pre-processing to more complex customization options:

1. Pre-Processing Only
This service includes the following options – mylar, mylar and laminate, spine label only, and MARC record only.

2. iClassic
This service provides the best available MARC record and a variety of processing options.

3. iXtend
This service allows for programmable customizations, and a full MARC record for every tittle with the option to choose either a barcode or RFID/barcode.

4. iComplete
This service is intended to meet the most intricate of library needs as it allows for cataloger driven MARC customizations and a suite of premium services.

Add-on Components
• The following add-ons can be included in the City’s bundle for an additional per-unit cost:
• RFID/Barcode 2-part set, Vendor-supplied
• RFID/Barcode 3-part set, Vendor-supplied
• Barcode, Vendor-supplied (Available for Mylar & Mylar/Laminate bundles only) • Property Label, Vendor-supplied (Not available for Spine Label only bundle) • Label Protectors (Available for spine label bundle only) • Unprogrammed RFID tag
Premium add-on services:
• Genre Labels
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• OCLC Search/Download (with third party agreement)
• Genre Determination
• BISAC validation/customization
• Manual intervention for Tags
• Add LC Call Number
Vendor provides access to full-level MARC records through a proprietary cataloging database. The database includes records from the Library of Congress and tens of thousands of entries created by Vendor’s MLS-degreed catalogers.

Ingram cataloging is in accordance with the latest editions and versions of the Anglo-American Cataloging Rules/RDA, MARC21 Format, OCLC Bibliographic Formats and Standards, Library od Congress Classification Schedules, Dewey Decimal Classification, and Library of Congress Subject Headings. Vendor cataloging is consistent with LC rule interpretations and cataloging practices.

Vendor does not currently offer cataloging or processing for audiovisual materials. 343 of 833
Vendor’s services include:
iCurate Coming Soon: Forthcoming Monthly Title Subscription – Free iCurate Complimentary: Curated Lists & Standing Order Programs iCurate Core: One-Time Gap Analysis
iCurate inclusive: Diversity Audits Made Easy & Folow-Up Audits iCurate Custom: Ad Hoc Lists, Opening Day Collections, & Ongoing Curation 344 of 833

EXHIBIT B

PAYMENT RATES
Prices for materials will vary depending on the title and material being ordered/delivered to the City, with an annual agreement amount not to exceed $500,000.

Vendor will provide discounts as follows:

Discounts (*Trade Hardcover, Quality and Mass Market Paperbacks):

Copies per TITLE
1 to 4 40.0%
5 to 9 41.0%
10 to 99 42.0%
100+ 43.0%
Additional Discounts:

University Press ..........................................................10.0% Publisher Binding and Library Bindings ......................15.0% ** Short Discounted Titles...................................... 10.0-30.0% *** Spoken Word Audio................................................ 0-5.0% Games ..................................................................0.0 - 5.0% DVD/Blu-ray.........................................................0.0 - 15.0% Net Titles.......................................................................0.0% Trade Hardcover, Quality Paperbacks and Mass Market Paperback titles ordered with a cover price of $14.99 or less will receive a 25% discount.
** Short Discount/Non-Trade: Lower demand, small print-run books in various bindings, and includes graphic novels, legal, technical, reference, scientific, and medical titles as defined by Ingram subject categories. Titles are generally published by small or university presses. Also included are print and audiobook titles purchased at lower than full trade discount; titles with limited sales volume; and/or titles from publishers not in compliance with Ingram’s purchasing requirements. Ingram is pleased to make this broad base of titles available to our customers with no service charges. *** Eighty to eighty-five percent of all Spoken Word Audio is at the 45% discount; however, some Spoken Word Audio is short discounted by the publisher.

Publishers/manufacturers, not the Vendor, set list prices of individual library materials. The Vendor therefore, cannot guarantee the retail/list price of an item will not change during the term of the contract. Prior to placing an order, the City can determine a title’s estimated discount by utilizing the “Price this List” or Quotation features on ipage.

In determining which titles receive less than full trade discounts, Vendor categorizes books for pricing purposes by considering the binding, cost of acquisition, general marketing categories, publisher’s discount, and other factors as defined by the Definitions of Binding Types and Presses provided.

Vendor reserves the right to be the sole and final determinant of the pricing category. 345 of 833
The vendor has instituted a $3.00 fuel surcharge per shipment. This charge is subject to change with notice.
346 of 833

EXHIBIT C

INSURANCE REQUIREMENTS

MINIMUM SCOPE OF INSURANCE
Coverage shall be at least as broad as:

2. Automobile Liability: ISO Form Number CA 00 01 covering any auto (Code 1), or if Contractor has no owned autos, hired, (Code 8) and non-owned autos (Code 9), with limit no less than $1,000,000 per accident for bodily injury and property damage.

If the contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the contractor.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City, its elected and appointed officials, employees, and agents are to be covered as additional insureds on the auto policy for liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used).

Primary Coverage
For any claims related to this contract, the Contractor’s insurance coverage shall be primary insurance as respects the City, its elected and appointed officials, employees, and agents. Any insurance or selfinsurance maintained by the City, its elected and appointed officials, employees, or agents shall be excess of the Contractor’s insurance and shall not contribute with it.

Notice of Cancellation
Each insurance policy required above shall provide that coverage shall not be canceled, except after thirty (30) days’ prior written notice (10 days for non-payment) has been given to the City. 347 of 833
Waiver of Subrogation
Contractor hereby grants to City a waiver of any right to subrogation which any insurer of said Contractor may acquire against the City by virtue of the payment of any loss under such insurance.

Contractor agrees to obtain any endorsement that may be necessary to effect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.

Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. The City may require the Contractor to purchase coverage with a lower deductible or retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention.

Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Verification of Coverage
Contractor shall furnish the City with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to reasonably require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 348 of 833

CITY OF SAN MATEO

CITY OF SAN MATEO
Agenda Report
City Hall
330 W. 20th Avenue
San Mateo CA 94403
www.cityofsanmateo.org
Agenda Number: 20 Section Name: CONSENT CALENDAR Account Number: 10-1511 File ID: 26-11473 TO: City Council
FROM: Alex Khojikian, City Manager
PREPARED BY: City Clerk's Office
MEETING DATE: July 20, 2026
SUBJECT:

Boards and Commission Appointment Subcommittee — Appointment Recommendation RECOMMENDATION:

Appoint Seema Patel to the Planning Commission for a full term from July 20, 2026, through June 10, 2030.

BACKGROUND:

On June 1, 2026, the City Council appointed James Horsman to the Planning Commission for a full four-year term beginning June 10, 2026, and ending June 10, 2030. As part of the same appointment process, the City Council also established a six-month eligibility list for potential future appointments, placing Seema Patel first in priority order and Thomas Braham second.

On June 10, 2026, Mr. Horsman submitted his resignation from the Planning Commission due to a new conflict with his employment schedule, creating an unscheduled vacancy.

Chapter 11, Section 2.J.1 of the City Council’s adopted Rules and Procedures for Boards and Commissions establishes the process for filling unscheduled vacancies (which is also referenced in Chapter 13, Section 3.N.1 of the City Council Rules and Procedures). Subject to the requirements of the Maddy Act (Government Code Section 54970 et seq.), the City Council may fill an unscheduled vacancy by either:

1. Appointing an individual from an existing eligibility list, if one is available; or

2. Directing staff to conduct a new recruitment process.

Because a current eligibility list was established as part of the June 1, 2026, appointment process, the City Council considered options for filling the vacancy at its June 15, 2026, Special Meeting. At that meeting, the City Council directed staff to return with a Consent Calendar item to appoint Seema Patel, the first-priority candidate on the eligibility list, to fill the unscheduled vacancy on the Planning Commission.

BUDGET IMPACT:

There is no budgetary impact associated with this administrative action.

ENVIRONMENTAL DETERMINATION:

This appointment recommendation is not a project subject to CEQA, because it is an organizational or administrative activity that will not result in direct or indirect physical changes in the environment. (CEQA Guidelines Section 15378(b)(5).)

STRATEGIC PLAN ALIGNMENT
This staff report supports the Organizational Health and Good Governance initiative. 349 of 833

CITY OF SAN MATEO

NOTICE PROVIDED
All meeting noticing requirements were met.

ATTACHMENTS
Att 1 – Boards, Commissions and Committees List

STAFF CONTACT
Martin McTaggart, City Clerk
[email protected]
(650) 522-7042
350 of 833
Boards, Commissions & Committees List
Updated 06/24/2026
Term
Date
Appt’d
Term
Expires

COMMUNITY RELATIONS COMMISSION (650) 522-7220
Meeting: 3rd Wednesday, 7:00 p.m. City Hall (Room C)
1 Charles Hansen 06-10-26 06-10-30
1 Lamoin Werlein-Jaén 06-10-25 06-10-29
1 Jennifer Kim, Vice Chair 06-17-24 06-10-30
2 Jerold Nugent 06-10-20 06-10-28
1 Alli Fitzgerald, Chair 01-17-23 06-10-28

Term
Date
Appt’d
Term
Expires
PLANNING COMMISSION (650) 522-7212
Meeting: 2nd & 4th Tuesdays, 7:00 p.m. Council Chambers 1 Maxwell Schaumkel 06-10-25 06-10-29
1 Caiti Busch 06-10-25 06-10-29
1 Vacant 06-10-26 06-10-30
2 Margaret Williams 07-15-19 06-10-27
1 Adam Klafter, Vice Chair 06-17-24 06-10-28
PARK AND RECREATION COMMISSION (650) 522-7400
Meeting: 1st Wednesday, 7:00 p.m. City Hall (Room C)
0 Mike Etheridge 06-10-26 06-10-29
0 Regina Trapp 10-16-23 06-10-27
1 Sandra Kiapi 06-10-23 06-10-27
1 Peter Wicher, Vice Chair 06-10-26 06-10-30
1 Sabrina Ocampo, Chair 07-15-24 06-10-29
1 Maya Rae Osinki (YC) 03-02-26 03-02-27
1 Jackson Kapre (YC) 06-02-26 06-02-27
PERSONNEL BOARD (650) 522-7260
Meeting: 3rd Tuesday, 7:00 p.m. City Hall (Room C)
2 Debra Kaiser 06-10-21 06-10-29
1 Sally Porush 06-10-25 06-10-29
1 Sheri Boles 06-10-26 06-10-30
1 Elizabeth DeWinter, Vice Chair 06-10-23 06-10-27
2 Tony Villanueva, Chair 01-19-21 06-10-28
SENIOR ADVISORY COMMISSION (650) 522-7400
Meeting: 2nd Monday, every other month beginning in January 4:00 p.m. San Mateo Senior Center
1 Thomas Lease 04-17-23 06-10-29
0 Anna Cwirko-Godycki, Vice Chair 02-05-24 06-10-27
1 Karl Lorenz 06-10-24 06-10-28
2 Ellen Wang, Chair 07-20-20 06-10-28
1 Carol Rael 06-10-26 06-10-30
2 Pranav Sathish (YC) 06-02-25 06-02-27
1 Nektarios Delis (YC) 06-02-26 06-02-27
SUSTAINABILITY & INFRASTRUCTURE (650) 522-7153

COMMISSION
Meeting: 2nd Wednesday, 7:00 p.m. Council Chambers
1 Kimi Narita, 04-05-21 06-10-27
2 Sigalle Michael, Chair 08-15-22 06-10-30
1 Edward “Rich” Kranz, Vice Chair 06-17-24 06-10-28
1 Kenyon “Mark” Lee 06-10-26 06-10-30
1 Jean-Paul Renaud 06-10-25 06-10-29
2 Zachary Scott (YC) 06-02-25 06-02-27
2 Advika Singh (YC) 06-02-25 06-02-27
LIBRARY BOARD (650) 522-7802
Meeting: 4th Monday, 5:30 p.m. Main Library Cedar Rm.
1 Richard Wysong, President 06-10-23 06-10-27
1 Sheila Canzian 04-17-23 06-10-29
1 Wendy McCall, 04-17-23 06-10-28
1 Alison Joly 06-30-25 06-10-30
1 Annie Tsai, Vice President 06-17-24 06-10-29
1 Shreyans Jain (YC) 06-02-26 06-02-27
1 Elise Heneghan (YC) 06-02-26 06-02-27

MOSQUITO & VECTOR CONTROL DISTRICT
(650) 573-8358
1 Tolifili Fa 10-07-24 10-07-26
YOUTH ACTIVITIES COUNCIL (YAC) (650) 522-7472
Meets twice a month, Coordinator: Sergio Contreras
Youth from the following schools represent the voice of San Mateo teens:

Aragon – Hillsdale – Serra – San Mateo

0 = appointed to unscheduled opening, eligible to serve a first full term 1 = in first term currently
2 = in second (final) term currently
YC = Youth Commissioner
Board and Commission Members are appointed by the City Council. To apply for future vacancies, or for further information, please contact the City Clerk. Members serve a four-year term of office. Qualifications: Registered Voter of the City of San Mateo. 351 of 833
Term
Date
Appt’d
Term
Expires

MEASURE S OVERSIGHT COMMITTEE (650) 522-7040
Meeting: 3rd Tuesday of the 2nd month of the quarter (February, May, August, November) at 6:00 p.m. City Hall (Room C) 1 Sandy Shepler, Vice Chair 04-17-23 06-10-28
1 Valerie Foo 06-15-26 06-10-30
1 Stephen Mayer 06-10-25 06-10-29
1 William Yang 04-17-23 06-10-30
0 Rich Hedges 06-15-26 06-10-27

CIVIC ARTS COMMISSION (650) 522-7164
Meeting: 2nd Monday, every other month beginning in January, 4:00 p.m. City Hall (Room C) Alison Ho 06-10-26 TBD To be determine at the first meeting of the commission Linda Druell 06-10-26 TBD To be determine at the first meeting of the commission Clarke Robinson 06-10-26 TBD To be determine at the first meeting of the commission Michael Chrien 06-10-26 TBD To be determine at the first meeting of the commission Stephen Tabler 06-10-26 TBD To be determine at the first meeting of the commission 1 Talia Fine (YC) 06-02-26 06-02-27
1 Taryn Addicott (YC) 06-02-26 06-02-27
INVESTMENT ADVISORY COMMITTEE (650) 522-7100
Meeting: 3rd Thursday of Jan/Apr/Jul/Oct at 3:30 p.m., City Hall (Room C) Jeff Adams
Michael Carney
Chris deLong
Margaret Taylor, Chair
Board and Commission Members are appointed by the City Council. To apply for future vacancies, or for further information, please contact the City Clerk. Members serve a four-year term of office. Qualifications: Registered Voter of the City of San Mateo. /s/ MARTIN MCTAGGART, CITY CLERK
352 of 833
1 From:

Sent: Saturday, July 18, 2026 4:54 PM
To: City Council (San Mateo)
Cc: City Mgr; City Attorney's Office
Subject: Planning Commission Appointment July 20, 2026
Honorable Council Members,
I, along with many of my fellow San Mateo residents, are simply tired of wasting our breath expressing easily verifiable facts supporting our valid objections to appointing Seema Patel back to the Planning Commission.

Three of you have not listened.

The City Attorney has informed you of your options.

The City Manager has informed you of your options.

Just remember:

No Trust = No Tax Increase
Regards,

Dave Cohen
353 of 833
1 From:

Sent: Thursday, June 18, 2026 8:57 PM
To: City Council (San Mateo)
Cc: Clerk; City Mgr; Prasanna Rasiah
Subject: Request for Procedural Review Before Final Action on Planning Commission Appointment
Dear Mayor, City Council, and City Attorney:

I submit this letter to preserve the administrative record and to request corrective action before the City Council finalizes the proposed appointment of a Planning Commissioner.

Because the appointment has not yet been finalized, the City still has both the opportunity and the obligation to ensure that its decision complies with the San Mateo Municipal Code and the City’s mandatory ethical standards.

Applicable Legal and Ethical Standards
The San Mateo Municipal Code makes clear that ethics and integrity are not merely aspirational ideals; they are binding standards governing public oƯicers and the City’s appointment process.

Section 2.12.020, Municipal Code, Code of Ethics for OƯicers, declares that democratic government requires City oƯicers to be independent, impartial, and responsible to the people; that public oƯice must not be used for personal gain; and that the public must have confidence in the integrity of its government.

Section 2.12.030, Municipal Code, Code of Ethics for OƯicers, further provides that City oƯicers are agents of the public purpose who must observe the highest standards of morality, faithfully discharge the duties of oƯice regardless of personal considerations, and recognize that the public interest is their primary concern.

These provisions impose aƯirmative obligations on the City when determining whether an individual is fit to serve as a Planning Commissioner. The City cannot satisfy these requirements by evaluating only a candidate’s qualifications or experience while disregarding substantial evidence concerning ethics, judgment, temperament, impartiality, and respect for the public. Appointing an individual to public oƯice without addressing such evidence raises legitimate questions about whether the appointment process was conducted consistently with the Municipal Code and the City’s stated ethical objectives.

Although compliance with the Municipal Code is mandatory, selection from the alternate list is a nonbinding procedure. The City therefore cannot rely on that procedure to avoid its independent obligation to evaluate whether the selected candidate satisfies the applicable ethical standards. 354 of 833
2 The Commissioner Conduct Standards reinforce these statutory duties. Chapter 6 requires commissioners to govern for the benefit of the entire community, avoid even the appearance of impropriety, conduct meetings with civility and respect, and treat all persons—including members of the public—with dignity, courtesy, and professionalism, both on and oƯ the dais. These standards exist because public confidence depends not only on technical competence, but also on ethical conduct and respect for the public.

Concerns Reflected in the Public Record
The public record reflects repeated concerns regarding Commissioner Seema Patel’s conduct and suitability. These concerns were raised by numerous speakers, including a former Police Chief and a former Planning Commissioner—individuals with firsthand knowledge of the standards expected of public oƯicials. Their testimony directly implicated issues of ethics, judgment, impartiality, and public trust, all of which the Municipal Code expressly requires the City to protect.

During Council deliberations, a Councilmember also stated on the record that a constituent was afraid to attend Planning Commission meetings. That statement is highly significant. If members of the public are deterred from participating because they fear the conduct of a commissioner, the City has an obligation to determine whether its ethical standards and duty to maintain public confidence have been compromised. Ignoring such evidence would be inconsistent with both the letter and purpose of Chapter

2.12. Need for a Clear Record Before Appointment
To date, the City has not explained whether these mandatory ethical standards were evaluated during the selection process, who performed that evaluation, what criteria were applied, or how the substantial public testimony concerning ethics and conduct was weighed before the Council selected its preferred candidate.

The City cannot appoint someone to public oƯice while disregarding the ethical standards that define fitness to serve. Those standards are not separate from the appointment decision; they must guide the City’s determination of whether a candidate is suitable for oƯice.

A conclusory assertion that the process complied with City procedures does not satisfy the City’s obligation to demonstrate compliance with its own Municipal Code.

The City must also address whether Ms. Patel can serve the full term in light of her candidacy for City Council.

Requested Corrective Action
Accordingly, before the Council votes to make the appointment, I respectfully request that the City take the following actions:
 Identify the Municipal Code provisions and Commissioner Conduct Standards governing the ethical evaluation of applicants.
355 of 833
3  Explain how the City applied Sections 2.12.020 and 2.12.030 of the Municipal Code, Code of Ethics for OƯicers, during the selection process.
 Explain how the City considered and weighed testimony from the former Police Chief, the former Planning Commissioner, and other members of the public.  State for the record whether Ms. Patel satisfies the requirements of Section 2.12, Municipal Code, Code of Ethics for OƯicers, notwithstanding the substantial evidence in the record.  Preserve this correspondence and the City’s response as part of the administrative record.  Delay the appointment until the Council can demonstrate that it has fully complied with the mandatory ethical requirements of the Municipal Code and has meaningfully considered the evidence presented regarding the selected candidate’s fitness to serve.

Reservation of Rights
Because the appointment has not yet been made, the City can still ensure that its decision complies with its legal and ethical obligations. Proceeding without demonstrating compliance with the Municipal Code would undermine public confidence in the integrity of the process and could expose the City’s action to legal challenge.

Nothing in this letter waives any rights or remedies available under California law. If the Council proceeds with the appointment without addressing these issues, I reserve all rights to pursue appropriate administrative and judicial remedies.

Respectfully,
Lisa M. Maley
Cc: City Manager
356 of 833
1 From: Vikash Bhagwandin
Sent: Monday, July 20, 2026 3:31 PM
To: Martin McTaggart
Cc: Prasanna Rasiah
Subject: Re: ***Urgent*** Grievance - Planning Commission Selection Tampering Attachments: Grievance - Planning Commission Tampering.pdf Thank you Martin, the letter requests for the city council to put a pause on the swearing-in until after the investigation has been completed. Attached is an updated version with a few corrections.

Please confirm receipt.

Best,
Vikash
On Mon, Jul 20, 2026 at 3:28 PM Martin McTaggart <[email protected]> wrote:

Good afternoon, Vikash,
Thank you for your email.

Confirming this has been received and will be appended as written public comment to the record associated with this agenda item.

Best wishes,
Martin
From: Vikash Bhagwandin >
Sent: Monday, July 20, 2026 3:11 PM
To: Martin McTaggart <[email protected]>; Prasanna Rasiah <[email protected]> Subject: ***Urgent*** Grievance - Planning Commission Selection Tampering

Dear City Clerk Martin and City Attorney Rasiah,

357 of 833
2 As a concerned and lifelong resident of the City of San Mateo, with deep sadness, I am submitting a grievance and request into the investigation of an alleged planning commission selection process tampering.

Attached is my formal grievance. Please confirm receipt of this email.

Thank you for your attention to this matter.

Best regards,
Vikash J. Bhagwandin, Ph.D.
* PRIVILEGE AND CONFIDENTIALITY NOTICE: This message, together with any attachments, is intended only for the use of the individual or entity to which it is addressed. It may contain information that is confidential and prohibited from disclosure. If you are not the intended recipient, you are hereby notified that any dissemination or copying of this message or any attachment is strictly prohibited. If you have received this message in error, please notify the original sender immediately by telephone or by return e-mail and delete this message along with any attachments from your computer. Thank you. 358 of 833
July 30, 2026
Re: Grievance; Alleged conflict of interest and collusion by planning commissioner with developer for the Fish Market development.

Dear City Clerk and City Attorney,
In reference to the City of San Mateo Municipal Code, Chapter 2.57 PERSONNEL SYSTEM, I am requesting a formal investigation into the alleged conflict of interest and collusion by former planning commissioner Seema Patel with the developer on the Fish Market housing development project.

In the backdrop of Measure T being written, former planning commissioner Seema Patel met with developer Windy Hill, possibly multiple times, about the Fish Market development site while advocating for Measure T.

Importantly, she advocated personally for Measure T, which includes three sites, 3rd Avenue and Norfolk Street, 19th Avenue and Norfolk Street, and Hillsdale and Norfolk Street, knowing they were not located on a transit corridor, but continued to advocate for the approval, which in my view will disenfranchise and create a negative impact of traffic and pollution on an equity priority community. In addition, it is my suspicion that she has signed off on the proposal by Windy Hill knowing the contents of Measure T.

Although the former planning commissioner was exercising her right to free speech on her advocacy for Measure T, in this specific context and with her obligation to the San Mateo City Code of Ethics, she had the option to recuse herself from interacting with Windy Hill yet she did not.

In order to maintain the integrity of our city code of ethics, prevent conflicts of interests like collusion, rules and procedures and prevent further alleged behavior by others in the future, I believe it is imperative to put a pause on the reappointment of Seema Patel to the planning commission until a proper and thorough investigation has been conducted.

Sincerely,
Vikash J. Bhagwandin, Ph.D.
359 of 833

CITY OF SAN MATEO

CITY OF SAN MATEO
Agenda Report
City Hall
330 W. 20th Avenue
San Mateo CA 94403
www.cityofsanmateo.org
Agenda Number: 21 Section Name: PUBLIC HEARING Account Number: File ID: 26-11343 TO: City Council
FROM: Alex Khojikian, City Manager
PREPARED BY: Community Development Department
MEETING DATE: July 20, 2026
SUBJECT:

Appeal of a Planning Commission Approval of a New Six-Story Multifamily Residential Development — Adoption RECOMMENDATION:

Adopt a Resolution to deny the appeal and uphold the Planning Commission's decision to approve a Site Plan and Architectural Review (SPAR), a Site Development Planning Application (SDPA), and a Vesting Tentative Parcel Map (VTM) for the construction of a new six-story multifamily residential building with 181 dwelling units and associated site improvements at 715/723 North San Mateo Drive, and find that the Project is exempt from further review under the California Environmental Quality Act (CEQA) pursuant to Public Resources Code section 21080.66, based on the Findings for Approval and subject to the Conditions of Approval.

BACKGROUND:

On April 15, 2025, Prometheus Real Estate Group (Applicant) submitted a Planning Application to demolish two one-story commercial buildings and one two-story duplex to construct a six-story multifamily residential building (“Project”) consisting of 181 dwelling units, parking, and open space. This application followed the submittal of a Preliminary Application (PA2024-064) made on November 14, 2024, under the Housing Crisis Act (Senate Bill 330) and Public Resources Code section 21080.66 (AB 130).

The Planning Commission approved the Project on March 24, 2026, by a vote of 4-0, with one commissioner absence. The public hearing included presentations by staff and the applicant, comments from three members of the public, and Commission deliberation. The Planning Commission acknowledged neighborhood parking concerns, noting limitations on requiring additional off-street parking per State law. The Commission also commended the Project for its design, including biophilic architecture, varied massing, and diverse unit sizes. The Planning Commission Agenda Report and the Resolution with Findings and Conditions of Approval adopted by the Planning Commission are included as Attachment 6. Following the Planning Commission decision, on April 2, 2026, Steve Carlson (Appellant) filed an appeal. The appeal form is included as Attachment 2. San Mateo Municipal Code (SMMC) Section 27.08.090 requires City Council action on an appeal of a Planning Commission decision. This Agenda Report provides a summary of the Project, the issues raised in the appeal, and a discussion of how the Project complies with the applicable standards and policies.

Project Site
The Project site is located west of North San Mateo Drive, with State Street on the northwest and Villa Terrace on the southeast, is comprised of four parcels, and is approximately 1.22 acres, or 53,141 square feet, in size. The existing site includes approximately 5,330 square feet of commercial floor area within two one-story buildings with surface parking along North San Mateo Drive, that is currently used for as parking for the vehicle maintenance business across the street, and one 1,960-square-foot, two-story residential duplex at 247 Villa Terrace (unit 1 is registered with the City as a short-term rental and unit 2 is occupied by a long-term tenant). Tenant relocation assistance will be provided in the form of a list of comparable housing, a relocation allowance, and payment for actual moving expenses, as specified in Condition 5 of the proposed 360 of 833

CITY OF SAN MATEO
resolution. Surrounding uses include single-family and multifamily residences to the southeast and southwest, auto-related businesses to the northeast, and a fitness business to the northwest. To the north, across the street from the site, is the 888 San Mateo Apartments, a three-story multifamily development completed in 2014.

The Project site, and the properties abutting North San Mateo Drive to the north and south of the site, are within the General Plan Land Use designation of Residential Medium II. The Project site and the properties along North San Mateo Drive to the north and south are also within one of the ten General Plan 2040 study areas, where the City increased allowable building height, density, and FAR. The Project site and vicinity are not within the boundary of any Specific Plan, Master Plan, or Area Plan. The Project site is zoned “Regional/Community Commercial District” (C3-2) and “Executive Offices District” (E2-1.5), and the Burlingame Caltrain stop is less than one-half mile north of the site. A location map showing the Project site is included as Attachment 3.

Project Description
The Project includes construction of a six-story, 258,018-square-foot multifamily residential building with 181 residential units and 180 off-street parking spaces. To prepare the site for development, the Project would demolish two one-story commercial buildings and a two-story duplex, remove all site paving, remove 19 existing trees (four of which are protected), and merge the four existing parcels into one parcel. The new building would include 14 dwellings on the ground floor (ten along North San Mateo Drive and four along Villa Terrace), 31 dwellings per floor on the 2nd and 6th floors, and 35 dwellings per floor on the 3rd, 4th, and 5th floors. The Below Market Rate (BMR) dwellings will be distributed throughout each floor and each story of the proposed building. The dwelling mix is shown in Table 1 below.

Table 1 - Proposed Units
Dwelling Type Very-Low Income Market Rate Total
Studio 1 8 9
Urban 1-bed1 4 33 37
1-bed 8 71 79
2-bed 6 46 52
3-bed 0 4 4
Total Dwellings 19 162 181
Primary pedestrian access would be provided along North San Mateo Drive, with secondary access provided on State Street and Villa Terrace. Parking would be provided in a two-level parking garage, with 131 stalls below grade and 49 on the ground floor, accessed via a new driveway and curb cut to Villa Terrace. Bicycle parking facilities would include secure racks within a 196-space bike-parking room at grade, located adjacent to the residential lobby, and exterior bike racks to accommodate 12 short-term bicycle parking spaces, located in the public right-of-way adjacent to the residential lobby along North San Mateo Drive. Residential amenities would be provided, to include a mail/package room, lobby, coworking space, and a dog washing area on the ground floor, a gym/fitness room, a pool/spa and courtyard on the 2nd floor, and a common room and amenity deck with a barbeque area on the 6th floor (overall, the Project would provide approximately 27,000 square feet of open space). Within the public right-of-way fronting the site, the Project would remove six curb cuts/driveways and all curbs/sidewalks, and landscaping to install new sidewalks with pedestrian-scaled lighting, landscape planters with 25 new street trees, and new bulb-outs with ADA curb ramps at the intersection of San Mateo Drive and State Street and at San Mateo Drive and Villa Terrace, and increase the supply of on-street parking spaces by one stall to 11 spaces. The Project’s Architectural, Landscape, and Civil plans are included in Attachment 4.

APPLICABLE CODE AND POLICY REVIEW:

General Plan and Zoning Code
The General Plan 2040 Land Use Designation for the Project site is Residential Medium II, which allows medium-density multifamily residential dwellings, such as condominiums and apartments, near mixed-use, office, and/or commercial areas.

The Residential Medium II designation allows for residential densities of up to 99 dwellings per acre, and for this 1.22-acre 1 “Urban 1-bed” is a type of studio dwelling, with a partial wall separating the living and sleeping areas. Since the separation is not a full wall, the sleeping area is not counted as a bedroom, and an urban 1-bed is considered a studio dwelling for the purpose of confirming automobile and bicycle parking. 361 of 833

CITY OF SAN MATEO
site, the base density allows a maximum of 121 dwellings. To achieve 181 dwellings, the applicant requested a density bonus under State law, which is further discussed below. A discussion of the General Plan policies that are applicable to the Project are included in the Draft Resolution (Attachment 1).

The Project site is zoned “Regional/Community Commercial District” (C3-2) and “Executive Offices District” (E2-1.5). In both Zoning Districts, residential uses are permitted by right. Development of this site is subject to the development standards outlined in SMMC Chapters 27.34 and 27.48. A Project Data Table listing the applicable Zoning Code standards and the Project’s conformance to them is included as Attachment 5.

Housing Accountability Act
Section 65589.5(j)(1) of the Housing Accountability Act (HAA) limits a local agency’s ability to deny, reduce the density of, or render housing development projects infeasible when the project complies with applicable, objective general plan, zoning, and subdivision standards and criteria, including design review standards. This HAA limitation also applies to a project that receives waivers from objective standards under State Density Bonus Law.

If a housing development project complies with objective standards, then the local agency can only disapprove a project or require that it be developed at a lower density where it makes written findings that: (1) the project would have a “specific adverse impact” on public health or safety, and (2) there is no feasible method to satisfactorily mitigate or avoid the adverse impact. Under section Government Code 65589.5(j)(1), a “specific, adverse impact” means “a significant, quantifiable, direct, and unavoidable impact, based on objective, identified written public health or safety standards, policies, or conditions.” The Project is subject to the HAA and as proposed, it meets all applicable objective standards in the General Plan, Zoning Code, and other local policy documents that were in effect at the time the preliminary application was submitted under SB 330.

While this appeal hearing is de novo, and thus the City Council could consider any topic and not just those raised in the appeal, the Council’s review is limited by the HAA to the Project’s compliance with applicable objective standards.

State Density Bonus Law
Project review is also subject to State Density Bonus Law, per Government Code section 65915, and as locally adopted in SMMC Chapter 27.15, Density Bonus. To comply with Density Bonus regulations, the City must allow for increased residential density, “concessions,” and “waivers” from development standards for residential projects that provide a certain percentage of units as affordable.

The Project proposes 181 dwelling units, exceeding the maximum density established for the Residential Medium II land use designation in the San Mateo General Plan 2040. The Project, however, would designate 15 percent of the base density units as BMR units at the Very Low-Income (VLI) affordability level. Per Government Code section 65915(f)(2), a project with at least 15 percent of the dwellings designated as affordable for VLI households is eligible for a density bonus of 50 percent of the base density. This density bonus would increase the maximum allowable density to 182 dwellings2. Therefore, the density proposed by the Project is consistent with the General Plan and state law.

Concession and Waiver Requests
For this Project, State Density Bonus Law also allows the applicant to request up to three concessions, per Government Code section 65915(d)(2)(C), and unlimited waivers from development standards, per Government Code section 65915(e).

Generally speaking, a concession (or incentive) is a reduction or modification of a development standard that results in identifiable and actual cost reductions to provide for affordable housing costs, helping to make the Project financially feasible. (A concession also includes a reduction in site development standards or a modification of zoning code requirements that exceed minimum building standards.) A waiver is a modification of a standard that would otherwise physically preclude the construction of the Project at the allowed density. The Project application does not identify any concession requests under State Density Bonus Law. However, the Project is seeking several waivers for aspects of the 2 The General Plan density for this site is 120.7 dwellings, and per Government Code section 65915(q), the density is rounded up to 121 dwellings. The 50% bonus, when applied to this density, would allow 181.5 dwellings, and, per Government Code section 65915(q), the total number of dwellings allowed for this site is rounded up to 182. 362 of 833

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Project that do not meet various City development standards, such as floor area ratio (FAR), setbacks/yards, landscape buffers, and open space3. The waivers required for this Project are listed on page two of the Project Data Table in Attachment

5. Staff evaluated the applicant’s waiver requests and concluded that the waivers are consistent with State law requirements because they support construction of the Project as it is designed and at the densities permitted under the City’s General Plan and State Density Bonus Law.

APPEAL:

To prepare this Project for consideration by the Planning Commission, the Project was reviewed by the Development Review Board4 (DRB). The DRB guides development review in the City to: 1) ensure that the application materials are complete, 2) identify any inconsistencies with objective general plan and zoning standards, objective design review standards, the building code, Municipal Code, or State Law, and 3) identify general and any project-specific conditions that must be applied.

The DRB’s review of this Project involved four review cycles. While under review of the DRB, the applicant provided additional information, and the Project was revised to ensure compliance with objective standards. The Conditions of Approval adopted by the Planning Commission reflect the thorough review by the DRB, and the Conditions represent the standard of review applied to similar projects approved by the Planning Commission and the City Council.

In addition to the required compliance with the conditions of approval, the construction and operation of the building must also comply with the City’s Municipal Code. The construction of the Project is subject to the review and approval of a building permit and related City inspections during construction, to ensure that the Project is completed in a manner consistent with the Project approval and the building permit.

The appeal covers a wide range of topics. Consideration of this appeal is guided by the HAA, and review of each appeal point must be based on the objective standards that apply to this Project. For any appeal point that is not supported by an objective standard, the Council must consider if a specific adverse impact would occur and if no feasible alternative exists to avoid the adverse impact. If an appeal point is not related to an objective standard, and no specific adverse impact would occur, the Council must dismiss the appeal point.

In the section that follows, the text from the appeal is provided in italics, followed by a response provided by Staff.

1. “Notice and project description were incomplete,” and “Project Entitlements were not disclosed and/or not included” Per SMMC Section 27.08.050, the content for any required notice must include: 1) the date, time, and place of hearing, 2) the name of the applicant, 3) the purpose of the application, 4) an identification of the subject property, and 5) other facts as may be prescribed by the Planning Commission or City Council. The notice released for the March 24, 2026, Planning Commission public hearing included items 1-4. Regarding item 5, “other facts,” the Planning Commission has not prescribed additional facts that are needed for a public hearing notice. The notice released by the City for this public hearing was also prepared in compliance with SMMC section 27.08.050.

2. “the 73 page Transportation Study Attachment #7 was not made available until midday Mon. Mar. 23” It is correct that although the DRB had access to the Local Traffic Assessment (LTA) for its review, the public did not receive it until this time. The Planning Commission Agenda Report mentioned that a LTA was attached, but it was not. When the City learned of this omission, the Agenda Report was corrected to list the LTA as an attachment, the Planning Commission Agenda materials were updated, and the LTA was provided to the appellant, in advance of the March 24 Planning Commission meeting. The LTA is included as Attachment 8. 3 Within the applicant’s density bonus request letter, “Building height” is listed as a waiver or reduction. However, with the adoption of Measure T, the General Plan 2040 Land Use Designation for this site permits building height of up to 6 stories. As the Project would include only 6 stories, the Project complies with the City’s height limit, and this waiver is not needed.
4 Per SMMC section 27.04.147, the DRB is a staff-level review board composed of representatives from the Building and Planning Divisions of the Department of Community Development, the Department of Public Works, the Fire Department, the Police Department, and the Department of Parks and Recreation. 363 of 833

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3. “Staff Report provided limited data and analysis of neighborhood concerns (notably on-street parking, location of garage entry/exit, location of pool spa and outdoor cooking and dining and outdoor lounge, traffic, energy impacts to adjacent residences, project generated noise, off-site glare, odors and ambient lighting levels, construction effects including grading and excavation and duration especially on adjacent school and assisted living facilities, quality of fit with the neighborhood, life safety issues related to the blind intersection of the garage exit and pedestrian sidewalk, decreased safety of Highland Bike Blvd, users, life safety of the excavation and construction of a large retaining wall adjacent to residences, life safety of the garbage pickup of 6 on-street bins adjacent to State/N San Mateo Drive, life safety of the deletion of PD lighting requirements.” Project review by the DRB and the Planning Commission was guided by the City's adopted objective standards, and the Planning Commission approved the Project after finding it complied with these standards. While the appeal requests additional studies and suggests life-safety impacts, it does not provide any evidence to suggest that the DRB or the PC review was inadequate or that the Planning Commission’s approval was made in error. In addition, the appeal does not provide evidence of a specific adverse impact that would result from the Project.

4. “CEQA requires that the City add a condition requiring a Phase I Env. Assessment, but none appears” The appellant is correct that review under AB 130 requires project approval to include a condition of approval to require a Phase 1 Environmental Site Assessment. For this Project, such a condition was not needed because the DRB review was already informed by Phase I Environmental Site Assessments prepared for the parcels comprising the entire site, as well as by a Phase II Environmental Site Assessment prepared for the North San Mateo Drive parcels.

5. “Conditions should be amended to provide opportunity for City staff and residents to meet and to review and provide input on Construction Mgt Plan and conditions related to requiring studies to be completed prior to any demolition (e.g. including, but not limited to, Phase I Env. Assessment, project operational noise, off-site glare, odors, energy impact and mitigation to adjacent residences, on-street parking study and mitigation measures).” The conditions of approval adopted by the Planning Commission were based on a thorough review by the DRB and reflect the objective standards adopted by the City. Construction of the Project will be subject to a Construction Management Plan prepared in accordance with the City's Construction Management Plan requirements to manage all aspects of construction and ensure the timely completion of the Project while minimizing adverse impacts on neighboring properties and residents. While the appeal asks for amended conditions and an opportunity for community review and comment, the appeal does not provide any evidence to suggest that the conditions of approval are inadequate or that the adoption of these conditions by the Planning Commission was made in error. In addition, the appeal does not provide evidence that additional or revised conditions are needed to avoid a specific adverse impact that would result from the Project.

6. “Garage entry/exit needs to be relocated to N. San Mateo Drive to eliminate off-site glare and limit traffic traveling on neighborhood streets”
The City’s General Plan Circulation Element classifies North San Mateo Drive as a Minor Arterial (see Figure C-3, Existing Caltrans Roadway Classification Map). Per SMMC section 27.64.025, new driveway access to arterial streets is prohibited unless no other means of access is available, and existing curb cuts on arterial streets shall be eliminated in new developments whenever feasible. The Project complies with this Municipal Code requirement by removing all curb cuts along North San Mateo Drive, and by providing access to the enclosed parking garage via a new curb cut on Villa Terrace.
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7. “per SMMC in E2 Dist. recreation areas and garbage operations need to be fully enclosed to limit noise, glare and odors.”
Per SMMC Section 27.48.050, “All uses permitted within this district shall be conducted within completely enclosed buildings...” Here, “Permitted Use” refers to the land uses allowed by the Land Use District, and for the Project, the permitted use is residential units. The Project’s residential use would be within a fully enclosed building, and thus the Project complies with SMMC section 27.48.050. The unenclosed elements of the Project (such as building setbacks and open space) are not subject to SMMC section 27.48.050 as they are typical features of residential units within the City (and the application of this section in this manner is reflected in two other projects approved within the E2 Zoning District: 477 9th Avenue and 1650-1720 S. Amphlett Boulevard). Per SMMC section 27.04.350, required usable open space, including recreation areas, is outdoor (unenclosed) space. Project trash, recycling, and green waste will be stored within the building except when accessed by Recology for routine pick-up.

In summary, the appeal does not provide evidence that the Project is inconsistent with any objective standards or that the Project would have a specific, adverse impact on public health or safety. Thus, Staff recommends that the City Council deny the appeal and approve the Project, based on the findings and conditions provided in the draft Resolution (Attachment 1).

FISCAL IMPACT:

As a new housing project filed under SB 330, the Project is subject to development impact, in-lieu, and linkage fees in effect at the time of the application filing date. Based on the City’s Development Fees, the estimated5 fees are listed below (and these fees are assessed and collected prior to the issuance of building permits or occupancy):
• Wastewater Capacity Charge of approximately $1,252,000 to recover a proportionate share of costs for existing and future wastewater system facilities and assets from new or expanded connections to City wastewater systems. • Transportation Improvement Fee of approximately $536,000 to fund citywide traffic improvements. • Park In-Lieu/Impact Fee of approximately $3,815,000 to offset the increased demands on park and recreation facilities serving new developments.
• Art in Public Places Fee in the amount of 1.19% of the total building valuation (excluding land acquisition and the cost of any off-site improvements) in lieu of providing on-site public art. • Tree Replacement & Landscape In-Lieu Fee of approximately $8,500, which is assessed when a project removes more trees than are planted on-site or along street frontages by the project. • Childcare Development Fee of approximately $610,000 to fund the development of childcare facilities. • School Impact Fees in the amount of $4.94 per square foot of residential area to offset the increased demands on school facilities caused by new development. This fee is assessed and collected by the San Mateo Union High School District for all schools in San Mateo.

ENVIRONMENTAL DETERMINATION:

Approval of the Project is subject to a new statutory exemption under Public Resources Code section 21080.66, signed into law by AB 130. To facilitate the City’s review of the Project under this exemption, on August 11, 2025, the applicant provided a memo to document the Project’s qualification under Public Resources Code section 21080.66(a) (Attachment 7). The Project complies with AB 130; an assessment of how the Project complies is in the attached Draft Resolution.

In accordance with Public Resources Code section 21080.66(b)(1)(A), the City formally noticed Native American tribes for consultation regarding the Project and its potential impacts on tribal cultural resources. One tribe responded to the City’s notice to request consultation with the City. The Project Conditions of Approval (Attachment 1) include the conditions that are required to satisfy the requirements of AB 130 to avoid impacts on tribal cultural resources. 5 The fees provided are estimates only. Actual fees paid may be higher or lower based on any permissible fee increase at the time of fee collection or credits the Project may be eligible for.
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STRATEGIC PLAN ALIGNMENT
This staff report supports the Housing initiative.

PUBLIC NOTICE AND COMMENTS:

Public comments received by the City during the review of this Project are included in Attachment 9. A total of five public comments were received (including two submitted by the appellant). Comments expressing concerns cited building height and scale, incompatible architectural style, inadequate setback and greenspace, parking deficiencies, traffic congestion, loss of airflow, sunlight impacts, construction parking, noise, odor, and glare. Comments expressing support cited the positive impact of infill housing for transit, walking, and biking, and the removal of blight caused by the site’s existing surface parking.

One letter did not raise concerns or offer support but instead encouraged the City to adhere to the standards for review required by the HAA, State Density Bonus Law, and AB 130.

Additional public comments received following the publishing of this Agenda Report will be forwarded to the City Council for review and consideration at the Public Hearing and posted to this item on the City’s Public Meeting Portal as “Post Packet Public Comments.”
In accordance with Government Code section 65090, notice of this Public Hearing was published in the San Mateo Daily Journal newspaper more than ten days in advance of this City Council meeting. In accordance with Government Code section 65091 and the noticing requirements found in SMMC section 27.08.050, notice was also provided more than ten days in advance of this City Council Public Hearing as follows:
• Mailed to all property owners, residential tenants, and business tenants within 1,000 feet of the project site; • Posted in three Public Facilities;
• Posted On-site – all project frontages;
• Emailed to the City’s Planning “Notify Me” email list; and • Mailed to the interested parties list, which includes interested individuals who contacted the City and requested to be added to the project notification list.

ATTACHMENTS:

Att 1 - Proposed Resolution
Att 2 - Appeal Form to the City Council
Att 3 - Location Map
Att 4 - Project Plans
Att 5 - Project Data Table
Att 6 - Planning Commission Agenda Report and Resolution to Approve, with Findings and Conditions of Approval Att 7 - Categorical Exemption Memorandum
Att 8 - Local Traffic Assessment
Att 9 - Public Comments
STAFF CONTACT:

Joanna Winter, Planning Manager
[email protected]
(650) 522-7211
PREPARED BY:

Greg Powell, M-Group Consulting Planner
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RESOLUTION NO. ____ (2026)
A RESOLUTION OF THE CITY COUNCIL DENYING THE APPEAL AND UPHOLDING THE PLANNING COMMISION’S

DECISION TO APPROVE A SITE PLAN AND ARCHITECTURAL REVIEW, A SITE DEVELOPMENT PLANNING APPLICATION, AND A VESTING TENTATIVE MAP TO CONSTRUCT 181 RESIDENTIAL UNITS AND ASSOCIATED SITE IMPROVEMENTS AT 715/723 NORTH SAN MATEO DRIVE, AND DETERMINE THAT THE PROJECT IS EXEMPT

FROM FURTHER ENVIRONMENTAL REVIEW UNDER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT WHEREAS, Prometheus Real Estate Group (herein referred to as the “Applicant”) submitted a Planning Application, No. PA-2025-031, for Site Plan and Architectural Review (SPAR), a Site Development Planning Application (SDPA), and a Vesting Tentative Parcel Map (VTM) to construct a multifamily development with 181 dwellings and associated off-street parking, landscaping and open space at 715, 723 & 733 North San Mateo Drive & 247 Villa Terrace (collectively referred to as “Project”) in the City of San Mateo (“City”); and WHEREAS, the site of the proposed Project is designated by the General Plan Land Use Plan as Residential Medium II and by the Zoning Ordinance as “Regional/Community Commercial District” (C3-2) and “Executive Offices District” (E2-1.5); and
WHEREAS, a Site Plan and Architectural Review (SPAR) is required, per San Mateo Municipal Code (SMMC) section 27.08.030, because the Project proposes a new building; and WHEREAS, a Site Development Planning Application (SDPA) is required, per SMMC section 23.40.040, because the Project would result in the removal of major vegetation; and WHEREAS, a Vesting Tentative Parcel Map (VTM) is required, per SMMC section 26.57.010, because the Project would merge four existing parcels into one parcel; and WHEREAS, in fulfillment of the City’s Below Market Rate requirement found in SMMC section 27.16.050, the Project would provide 19 dwellings affordable to Very-Low Income (VLI) households, to consist of one studio, four “urban one-bedroom”, eight one-bedroom, and six two-bedroom dwellings; and WHEREAS, the Project would reserve at least 15% of the maximum density allowed for this site for VLI households, and is eligible for: 1) a density bonus of 50% of the base density (per Government Code section 65915(f)(2)), 2) three concessions (per Government Code section 65915(d)(2)(C)), and 3) unlimited waivers or reductions of development standards (per Government Code section 65915(e)); and WHEREAS, the 50% density bonus would increase the allowable residential density of this site from the General Plan maximum of 121 dwelling units to 181 dwelling units; and WHEREAS, the Project requires waivers or reductions of development standards to: 1) exceed the Floor Area Ratio limit set by SMMC sections 27.48.060(c) & 27.34.050(b); 2) reduce the yards along two street frontages that are required by SMMC section 27.48.090; 3) reduce the rear yard buffer adjacent to a R-zoned property that is required by SMMC sections 27.34.060, 27.30.060(a) & 27.22.080(c); 4) not provide the landscape buffer that adjacent to a R-zoned property or to Villa Terrace that is required by SMMC section 27.48.100; 5) not provide the at-grade open space that is required by SMMC section 27.48.065; and 6) to exceed the maximum building length and/or to not include a transparent window or door in conflict with Objective Design Standard 4.1.1; and WHEREAS, the Project is exempt from CEQA under Public Resources Code section 21080.66(a), based on findings herein; and
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WHEREAS, the Project is considered a housing development project pursuant to the Housing Accountability Act (HAA), per Government Code section 65589.5(h)(2) because it is a residential-only project; and WHEREAS, pursuant to the HAA, the City has limited discretion to deny, reduce the density for, or render a housing development project infeasible if objective standards are met; and WHEREAS, pursuant to the HAA, the City may only deny or reduce the density of the Project if it finds that the Project would have a specific adverse impact on public health or safety, and that there is no feasible method to satisfactorily mitigate or avoid the adverse impact; and WHEREAS, based on findings herein, and notwithstanding the residential density and the waivers of development standards granted under State Density Bonus Law, the Project is consistent with applicable policies of the General Plan 2040, the San Mateo Municipal Code, and the City’s Objective Design Standards; and WHEREAS, SMMC section 27.06.050 requires City Council action on Site Plan and Architectural Review for any building that would exceed the height limit in the General Plan, and the Project, at six stories, is within the height limit set by the San Mateo General Plan 2040 Land Use Designation of Residential Medium II, which allows a building of up to six stories; and
WHEREAS, the Planning Commission held a duly noticed public hearing for the Project on March 24, 2026, at which time the Commission received and considered all public comments, and all written and oral evidence, and by a vote of 4-0, with one commissioner absent, approved the Project; and WHEREAS, on April 2, 2026, Steve Carlson filed an Appeal of the Planning Commission’s decision to approve the Project; and
WHEREAS, the City Council held a duly noticed public hearing to consider the Appeal on July 20, 2026, at which time the Council considered the record of the proceedings before the Planning Commission, the Agenda report and all correspondence presented to the Council, and received and considered all public comments, and all written and oral evidence.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN MATEO, CALIFORNIA, HEREBY FINDS AND RESOLVES that:

1. The Appeal is denied based on the analysis of the Project as a whole and substantial evidence in the record to uphold the Planning Commission’s decision to approve the Project.

2. The City Council finds, based on the whole record before it, that the Project will not have a significant effect on the environment, and that Project approval is exempt from further review under CEQA, per Public Resources Code section 21080.66, because the Project meets all of the following conditions listed in Public Resources Code section 21080.66(a):
a. The site, at 1.22 acres, is less than 20 acres in size; b. The site is located within the City of San Mateo;
c. The site is developed with urban uses: retail car sales and housing, and is surrounded by commercial and residential uses;
d. The Project is consistent with the General Plan and zoning ordinance; notwithstanding the residential density and waivers of development standards granted under State Density Bonus Law;
e. The residential density would result in a density of 148.3 dwelling units per acre, a density that is at least one-half of (and is, in fact, greater than) the density threshold set by Government Code section 65583.2(c)(3)(B);
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f. The site is not located within: 1) a coastal zone, 2) prime farmland or farmland of statewide importance and is not zoned or designated for agricultural protection or preservation, 3) wetlands, 4) a very high fire hazard severity zone, 5) a hazardous waste site, 6) a delineated earthquake fault zone, 7) a special flood hazard area, 8) a regulatory floodway, 9) lands identified for conservation in an adopted natural community conservation plan, habitat conservation plan, or other adopted natural resource protection plan, 10) habitat for protected species identified as candidate, sensitive, or species of special status by state or federal agencies, fully protected species, or species protected by the federal Endangered Species Act of 1973, the California Endangered Species Act, or the Native Plant Protection Act, or 11) lands under a conservation easement;
g. The site does not contain any historic structure(s) listed on a national, state, or local register; h. No portion of the new development would be used as a hotel, motel, bed and breakfast inn, or provide other transient lodging; and
i. The Project is not located within 500 feet of a freeway.

In addition, the Project completed tribal consultation pursuant to Public Resources Code section 21080.66(b)(1), with one tribe participating in the consultation process. Appropriate conditions are included in the Conditions of Approval to avoid significant impacts to tribal cultural resources.

3. The Site Plan and Architectural Review, the Site Development Planning Application, and the Vesting Tentative Parcel Map to construct 181 residential units with associated parking, landscaping, open space, and related improvements within the public right-of-way, is approved.

BE IT FURTHER RESOLVED, BY THE CITY COUNCIL OF THE CITY OF SAN MATEO, CALIFORNIA, AS FOLLOWS:

General Plan Conformance

1. The Project conforms to applicable policies of the General Plan 2040 Land Use Element. a. Policy LU 1.1 Equitable Development. Prioritize development projects that meet social and economic needs of the economically vulnerable populations to address and reverse the underlying socioeconomic factors in the community that contribute to residential and social segregation in the city. Provide a range of housing types, sizes, and affordability levels in all San Mateo neighborhoods.
b. Policy LU 1.3 Optimize Development Opportunities. Encourage new development in major commercial and transit-oriented development areas, including the Downtown, Caltrain station areas, and the El Camino Real corridor, to maximize the density and intensity specified in the Land Use Plan and to efficiently use land and infrastructure resources. c. Policy LU 3.1 Housing Diversity. Promote safe, attractive, and walkable residential neighborhoods with diverse types and sizes of homes for individuals, families, and households of all income levels.

The Project supports equitable development by providing a diverse mix of dwellings, including studio, one-, two-, and three-bedrooms, including 162 market-rate dwellings and 19 dwellings reserved for VLI households, within one-half mile of the Downtown Burlingame Caltrain Station.

The Project optimizes development opportunities by replacing an underutilized commercial property and one residential duplex with high-quality residential development that incorporates on-site amenities and open spaces. The Project supports housing diversity by offering a range of dwelling sizes (from 533 to 1,500 square feet) and bedroom configurations (studio, one-, two-, and three-bedroom units).

2. The Project conforms to applicable policies of the General Plan 2040 Circulation Element. 369 of 833
a. Policy C 3.2 Pedestrian Enhancements with New Development. Require new development projects to provide sidewalks and pedestrian ramps and to repair or replace damaged sidewalks, in addition to right-of-way improvements identified in adopted City master plans.

Encourage new developments to include pedestrian-oriented design to facilitate pedestrian path of travel.
b. Policy C 4.5 Bicycle Improvements. Require new developments to construct or contribute to improvements that enhance the cyclist’s experience, including bicycle lanes and bicycle parking.
c. Policy C 6.3 Local Transportation Analysis. Require site-specific transportation impact analysis following the City’s adopted Transportation Impact Analysis (TIA) Policy for development projects where there may be an adverse condition or effect on the roadway system.

The Project will enhance the pedestrian environment by replacing the existing sidewalks with six curb cuts/driveways along the site frontage to install new sidewalks with pedestrian-scaled lighting, landscape planters with street trees, and new bulb-outs and ADA curb ramps at the intersection of San Mateo Drive and State Street and at San Mateo Drive and Villa Terrace. The Project will improve the cyclist’s experience by providing 12 short-term and 196 long-term bicycle parking spaces and new bike lanes along North San Mateo Drive.

To demonstrate compliance with Policy C 6.3 and the City’s adopted Transportation Impact Analysis (TIA) Policy for development projects, a site-specific transportation impact analysis was prepared. The trip generation analysis found that the Project would generate 807 average daily trips, with 69 trips (16 inbound and 53 outbound) during the AM peak hour and 69 trips (44 inbound and 25 outbound) during the PM peak hour. The analysis also concluded that the three study intersections would operate at an acceptable Level of Service (LOS) with and without the addition of project trips under four scenarios: existing conditions, opening year plus Project, cumulative conditions, and cumulative plus the Project. Overall, the LTA found that the Project would not result in any significant local traffic or circulation impacts.

3. The Project conforms to applicable policies of Housing Element 2023-2031. a. Policy H 1.5 Encourage Family Housing. Prioritize creation of housing that addresses the needs of large families, providing greater housing choice.

The Project will encourage family housing by expanding housing options in the area for a range of household sizes and income levels, such as 1) family housing by providing a range of dwelling sizes and configurations (including 56 two- and three-bedroom dwellings), and 2) below market and market-rate households by providing 19 dwellings reserved for VLI households and 162 for market rate households, in a new building supported by residential amenities.

4. The Project conforms to applicable policies of the General Plan 2040 Community Design and Historic Resources Element.
a. Policy CD 3.2 Replacement Planting. Require appropriate replacement planting or payment of an in-lieu fee when protected trees on public or private property are removed. b. Policy CD 3.6 New Development Street Trees. Require street tree planting where feasible as a condition of all new developments.
c. Policy CD 4.3 Tribal Consultation. Consult with Native American representatives, including through early coordination, to identify locations of importance to Native Americans, including archaeological sites, sacred sites, traditional cultural properties, and other types of tribal cultural resources. Respect tribal concerns if a tribe has a religious prohibition against revealing information about specific practices or locations. 370 of 833
d. Policy CD 6.8 Public Art. Continue to require public art as part of new development and ensure the art is visible and accessible to the public. Support public art as a resource that enhances the quality of life for individuals living in, working in, and visiting. e. Policy CD 7.3 Multifamily Design. Encourage architectural design of new multifamily developments that enhances a neighborhood’s visual and architectural character by providing context sensitive building and pedestrian-scale elements, high-quality materials and construction, open space, and resident amenities.
f. Policy CD 7.4 Multifamily Parking. Require new multifamily developments to design and site parking to avoid blank, ground-floor walls and to screen views of parking from the street. g. Policy CD 7.5 Multifamily Open Space. Require that a portion of required open space for new multifamily projects be useable for passive or active recreation.

The Project will plant new street trees along North San Mateo Drive, State Street, and Villa Terrace and will be subject to payment of applicable in-lieu fees. Tribal consultation for the Project was completed, and the conditions required under AB 130 at the Muwekma Ohlone Tribe’s request are included in the Conditions of Approval to avoid significant impacts to tribal cultural resources.

The Project will support public art to enhance the quality of life for individuals living in, working in, and visiting, by paying the in-lieu fees that apply. The Project will enhance the neighborhood’s visual and architectural character as demonstrated by compliance with the City’s Objective Design Standards.

Site Plan and Architectural Review (SPAR)

1. The Site Plan and Architectural Review application, per SMMC section 27.08.030(a), may be approved, based on the associated Conditions of Approval, and the following findings:
a. The structures, site plan, and landscaping are in scale and harmonious with the character of the neighborhood in that:
i. The existing development along North San Mateo Drive and within the larger neighborhood is primarily low-density, with one to three-story buildings. The proposed six-story building that would cover most of the site and contain 181 dwellings represents a mass and residential density that is much greater than the prevailing building form and density in the neighborhood. Nonetheless, the proposed building form and residential density reflect the City’s General Plan goals and policies to maximize the density and intensity and efficiently use land and infrastructure resources (such as Policy LU 1.3).
ii. The Project proposes a high-quality, contemporary design, incorporating materials and details that positively enhance the existing character of the neighborhood and surrounding area, as documented by the application of the City’s ODS standards to this Project.
b. The development will not be detrimental to the harmonious and orderly growth of the City in that:
i. In recognition that the existing building form and residential density would not be sufficient to meet the City’s Regional Housing Needs Allocation (RHNA), the General Plan increased building height and residential density in 10 areas of the City, to include this site. The Project supports harmonious and orderly growth in the City by proposing a six-story building in compliance with the General Plan’s increased building height and residential density. The residential density provided by the Project will result in the production of more housing, in particular affordable housing, to help meet the City’s current and future needs, as well as help the City make progress towards its RHNA obligation. In addition, the building height, mass, and related residential density of the Project is consistent with State Density Bonus Law. 371 of 833
ii. The Project would intensify an underutilized site with a building and uses that fulfill the site’s development potential.
iii. The Project provides higher-density multifamily housing near transit and jobs. iv. While the proposed six-story building would be taller and more massive than the surrounding development, pursuant to the 2040 General Plan, recent construction in the City is transforming low-rise areas with taller, denser development. The increased population and street activity that will result from the Project will help improve the attractiveness and vitality of the commercial uses in the area and provide housing for new residents who wish to live in San Mateo.
v. The Project will provide 180 off-street parking spaces, despite being exempted from minimum parking standards under State law, to accommodate expected demand for residential parking.
vi. The Project is consistent with the General Plan, Zoning Code, and the City’s Objective Design Standards, except where modifications are mandated by State Density Bonus Law.
vii. The Project is in conformance with the Bicycle Master Plan and the Citywide Pedestrian Master Plan.
c. The development will not impair the desirability of investment or occupation in the vicinity, and otherwise is in the best interests of the public health, safety, or welfare in that:
i. The Project represents a significant private investment to produce new housing in an area that has not seen significant public or private investment. ii. The Project supports the public health, safety, or welfare of the City by paying approximately $5.9 million in development impact fees.
iii. The Project provides new market-rate and below-market-rate housing to provide new users for area businesses, housing for local jobs, and new housing options for the community.
iv. The Project, as conditioned, would not result in any significant impacts to public health, safety, or welfare.
v. The Project provides right-of-way improvements along North San Mateo Drive, State Street, and Villa Terrace.
vi. The Project will be constructed in compliance with all applicable building and fire codes, as well as the City’s building security requirements. d. The development meets all applicable standards as adopted by the Planning Commission and City Council, conforms with the General Plan, and will correct any violations of the zoning ordinance, building code, or other municipal codes that exist on the site, in that:
i. The Project complies with the applicable General Plan, Zoning Code, and Objective Design Standards, and will correct any violations of the Zoning Ordinance or Building Code associated with the site by replacing all structures and uses. e. The development will not adversely affect matters regarding police protection, crime prevention, and security in that the buildings, paths of travel, and parking facilities will be required to conform to the City’s current Security Ordinance through Conditions of Approval, in that:
i. The Project complies with the City’s Security Ordinance by providing a physical security plan and a site lighting plan through the Conditions of Approval, which are intended to promote crime prevention.

Site Development Planning Application (SDPA)

1. The project grading activities are exempt from the requirements for Site Development Planning Application per SMMC section 23.40.030(d)(1), as the excavations are within the footprint of the building and will only involve building footings and a basement level for parking. Therefore, the Site Development Planning Application review is limited to the removal of major vegetation. 372 of 833

2. All concerns regarding the removal of major vegetation have been addressed, and the Site Development Planning Application (SMMC section 23.40.040) and associated Conditions of Approval are approved based on the following findings and factors:
a. Whether the natural landscape and major vegetation is unnecessarily scarred through the proposed grading or removal of vegetation;
i. The Project will not scar a natural landscape, and any major vegetation to be removed is only to accommodate the Project.
b. Review and consideration of the Project is informed by an Arborist Report that was prepared in compliance with SMMC Chapters 27.71 and 13.40:
i. The Project will result in the removal of 19 existing trees, of which four are protected.

The removal of 17 trees onsite is necessary to facilitate the development of the Project. The removal of two trees within the public right-of-way would remove trees deemed by the Arborist to be unsuitable in their existing locations. ii. All trees will be removed and replaced with appropriate landscaping to both enhance the site and create necessary buffers between surrounding properties. iii. All concerns regarding tree removal on the site have been addressed as conditions of approval requiring conformance to the City's landscape regulations, through the provision of new tree planting as shown on the project plans, and/or through the payment of a fee to the City’s tree planting fund.

Vesting Tentative Parcel Map (VTM)

1. The Project would merge the four parcels into one parcel. Per SMMC section 26.48.060, the City Council must deny the Vesting Tentative Parcel Map, if any of the following are true:
a. That the proposed map is not consistent with applicable general and specific plans. b. That the design or improvement of the proposed subdivision is not consistent with applicable general and specific plans.
c. That the site is not physically suitable for the type of development. d. That the site is not physically suitable for the proposed density of development. e. That the design of the subdivision or the proposed improvements are likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.
f. That the design of the subdivision or type of improvements is likely to cause serious public health problems.
g. That the design of the subdivision or the type of improvements will conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. In this connection, the governing body may approve a map if it finds that alternate easements, for access or for use, will be provided, and that these will be substantially equivalent to ones previously acquired by the public. This subsection shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction and no authority is hereby granted to a legislative body to determine that the public at large has acquired easements for access through or use of property within the proposed subdivision.

The City Council, based on the findings provided above, finds that the Vesting Tentative Parcel Map would facilitate the construction of the building and must be approved because:
i. The parcel map will facilitate the development of new housing that is consistent with the General Plan;
ii. That the design and improvements associated with the parcel map are consistent with applicable general and specific plans;
iii. The site is suitable for the type (multifamily housing) and density (146.7 dwelling units per acre);
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iv. The Project will not result in environmental damage or substantially and avoidably injure fish or wildlife or their habitat, because the Project would redevelop a site developed with urban uses, that does not provide habitat for fish or wildlife, on a site that is not near a body of water or creek, with a new building and use that will be constructed and operated in compliance with current standards regarding stormwater, air quality, noise, and nighttime lighting;
v. The design and improvements associated with the parcel map will not cause serious public health problems because the Project will be constructed and operated in compliance with current standards regarding stormwater, air quality, noise, and nighttime lighting; and
vi. The design and improvements associated with the parcel map will not conflict with any easements, as none exist on the subject site, and the City has not identified a need for any new easements on or adjacent to the site.

2. For the reasons stated above, and subject to the associated Conditions of Approval, the City Council approves the Vesting Tentative Parcel Map to merge the four parcels into one parcel. 374 of 833

CITY OF SAN MATEO PLANNING APPLICATION

CONDITIONS OF APPROVAL
PA-2025-031
715, 723 & 733 NORTH SAN MATEO DRIVE & 247 VILLA TERRACE, SAN MATEO, CA 94401-2222 PARCEL #s: 032-151-130, 032-151-300, 032-151-320 & 032-151-160 AS APPROVED BY THE CITY COUNCIL ON ___________
The following conditions of approval apply to the project referenced above. The conditions of approval are grouped under specific headings that relate to the timing of required compliance. Additional language within a condition may further define the timing of required compliance. Types of Building permits include Demolition, Shoring/Excavation, Foundation, and Superstructure.

The following conditions shall be satisfied prior to issuance of a DEMOLITION PERMIT, BUILDING PERMIT FOR SHORING OR FOUNDATION, or SITE DEVELOPMENT PERMIT, whichever is issued first, or prior to the deadline specified in that condition.

Planning Division (PA)

1. APPROVED PLANNING APPLICATION CONFORMANCE – All building permit plans, details, and subsequent construction shall substantially conform with the approved planning application. This includes but is not limited to plans, materials, project description, and other items submitted as part of the approved planning application. Any proposed modifications to the approved planning application shall be reviewed and approved by the Community Development Director, or their designee, prior to construction of the proposed modifications. The Community Development Director, or their designee, shall determine whether the proposed modifications substantially conform with the approved planning application, or whether a planning application modification is required to be submitted to permit the proposed modifications, as required by SMMC section 27.08.080 Modifications.

2. BELOW MARKET RATE (BMR) AGREEMENT – In accordance with SMMC section 27.16.050 and accompanying BMR Guidelines (Resolution No. 72 – 2025), the applicant shall execute and record a Below Market-Rate Housing Agreement. The Agreement shall be consistent with the approved plans. Any modifications shall be subject to the approval of the Community Development Director or their designee.

3. LIGHTING – The plans submitted for a building permit shall demonstrate that all lighting is energy efficient and designed to minimize light pollution and light spillage on adjacent properties, while protecting public safety.

4. PARKING GARAGE – The project plans shall be revised to implement the recommendations provided within the Local Traffic Assessment prepared by Hexagon Transportation Consultants, dated March 5, 2026, to:
(A) Locate the driveway security gate approximately 30 feet from the sidewalk to minimize the effect of queueing on the sidewalk and traffic operations on Villa Terrace; and (B) Designate all tandem parking spaces for use by the same dwelling.

5. TENANT RELOCATION ASSISTANCE – Relocation assistance shall be provided to the existing tenant(s) occupying each unit to be demolished at the time the subject planning application is filed, consistent with SMMC section 27.02.180 as follows:
(A) A list of available comparable housing within San Mateo County; (B) A relocation allowance in the form of cash or check equal to three times the current monthly United States Department of Housing and Urban Development (HUD) Fair Market Rent for a dwelling unit of comparable size and type to the dwelling or room from which the displacement occurs; and
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(C) A payment not to exceed one thousand dollars ($1,000.00) for actual moving costs and related expenses incurred by the tenant household and substantiated by reasonably probative documentation.

The Planning Division shall be given notice of the initiation of the tenant relocation process, and shall be provided written verification of all compliance with all requirements of this condition subject to the review and approval of the Community Development Director, or their designee.

6. CONDITIONS OF APPROVAL – This complete list of Conditions of Approval shall be reproduced onto the second sheet of all building permit plan sets.

7. CONSTRUCTION MANAGEMENT PLAN – Prior to issuance of any permits, the applicant shall submit a Construction Management Plan (CMP) for review and approval by the Community Development Director or their designee. The CMP shall be implemented throughout all phases of construction and shall include, at a minimum, the following components:
• Construction timeline (estimated) including major milestones • Construction Phasing Plan
• Project 24-Hour Liaison and Disturbance Coordinator Name and Contact Information • Construction Sign as required in Pre-Construction Meeting Guide • Construction Hours Acknowledgment and Work Hour Waiver Requirements for Extended Operations (e.g. large concrete pours, crane hoists, etc.) • Winterization Plan (if excavation/grading will occur in wet season) • Documentation of Adjacent Street Condition (when applicable) • Traffic Control and Logistic Plan
• Road or Sidewalk Closure Plan
• Construction Hauling Routes
• Construction Worker Parking Location and Agreements
• Construction Materials and Equipment Staging Plan
• Construction Equipment List including compliance with applicable Air Quality and Emission Regulations
• Erosion and Dust Control Plan
• Vibration Monitoring Plan
• Construction Noise Mitigation Plan
• Vector Control Plan
A full list of requirements for this document can be found within the construction management plan guide available on the City website. Any modification to the approved CMP throughout the construction process shall be subject to review and approval by the Community Development Director or their designee

8. EXCAVATED SOILS – The applicant shall submit a compliance letter from San Mateo County Environmental Health Services to the Planning Division subject to the satisfaction of the Community Development Director, or their designee. The compliance letter shall indicate that site soils have been tested prior to disposal to confirm that the concentration of constituents present in site soils do not exceed hazardous waste criteria of local, state and federal regulations. If the concentration of constituents in the project site soils exceed hazardous waste criteria, the letter shall also confirm that the soils will be disposed of in accordance with local, state, and federal regulations.

9. PAYMENT OF OUTSTANDING PLANNING APPLICATION FEES – The applicant shall pay all outstanding planning application fees.

10. SACRED LANDS INVENTORY – Prior to issuance of any construction permit, a Sacred Lands Inventory request shall be submitted to the Native American Heritage Commission, at the expense of the project applicant.
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11. TRIBAL CULTURAL RECORDS SEARCH – Prior to issuance of any permit associated with implementation of this project, a California Historical Resources Information System archaeological records search and a tribal cultural records search shall be completed for the project site, at the expense of the project applicant.

Building Division (PA)

12. ADDRESS ASSIGNMENT – The applicant shall submit an address assignment application for the proposed project, subject to the review and approval by the Building Division.

13. APPLICABLE BUILDING STANDARDS AND LOCAL CODES – All building permit plans shall demonstrate compliance with the applicable California Building Standards Codes and local amendments as adopted by the Building Division at the time of filing the building permit application.

14. BAAQMD JOB NUMBER – The applicant shall submit an asbestos demolition and renovation notification job number (J#) from Bay Area Air Quality Management District (BAAQMD).

15. DEMOLITION – A building permit for demolition shall be issued in accordance with SMMC section

23.06.100, to the satisfaction of the Building Official or his/her designee.

16. PRE-CONSTRUCTION CONFERENCE FOR LARGE PROJECTS – A pre-construction conference shall be held at a time and location agreed upon by the City and applicant for the purpose of reviewing Conditions of Approval and construction-site procedures. The applicant shall be represented by his design and construction staff, which include any sub-contractors. Departments having conditions of approval for the project will represent the City. This meeting shall be held prior to issuance of the Demolition Permit, Building Permit or Site Development Permit, and shall be satisfied prior to issuance of whichever permit is issued first.

17. SITE SURVEY – The applicant shall provide a full site survey stamped and signed by a Land Surveyor licensed by the State of California. The survey shall include, but not be limited to: location and dimensions of property lines, location of streets and easements, existing buildings, topographic contour lines, trees/landscape, and other structures.

18. SOILS REPORT AND INVESTIGATION LETTER – The applicant shall submit a stamped, signed, and dated soils investigation report containing design recommendations and integrate recommendations into the plans as-appropriate, to the satisfaction of the Building Official or their designee. The applicant shall also submit a letter stamped and signed by the Geotechnical engineer of-record stating the plans and specifications substantially conform to the recommendations in the soil report, subject to the satisfaction of the Building Official or their designee.

Fire Department (PA)

19. FIRE FLOW – The applicant shall provide fire flow information to the Fire Plan Checker, which is subject to the review and approval of the Fire Marshal or their designee.

Public Works Department (PA)

20. ENCROACHMENT PERMITS, BONDS, AND INSURANCE – For any work within the Public Right of Way or Public Easement, the applicant shall obtain an encroachment permit, posting the required bonds and insurance prior to any work being done. Encroachment Permit fees shall be paid prior to review of the encroachment permit plans and based on the City’s adopted Comprehensive Fee Schedule.

21. TRAFFIC CONTROL & SITE LOGISTICS PLANS – The applicant shall submit traffic control plans for any impact to the right-of-way for each phase of operation, including phase durations and pedestrian and bicycle detour plans as applicable. The traffic control plan shall comply with the most recent version of the 377 of 833
California Manual of Uniform Traffic Control Devices (CA MUTCD) and the City’s Traffic Control Plan Requirements.

22. GRADING AND DRAINAGE PLANS – The project plans shall include grading and drainage plans that identify the vertical elevation datum, date of survey, and surveyor. Grading plans shall show existing topography and features at least 20 feet beyond the project boundary. Plans shall show existing topography, label contour elevations, drainage patterns, flow lines, slopes, and all other property encumbrances.

23. GRADING DEPOSITS – Prior to permit issuance, the Applicant shall provide refundable grading security deposit funds or bond to the City based upon the Comprehensive Fee Schedule. The Applicant shall be required to increase the deposit if revisions to the approved plans increase the proposed earthwork activities. After substantial completion and stabilization of the site, to the satisfaction of the Director of Public Works or designee, the City will refund any portion of the deposit not utilized by the City or release the bond.

24. STORMWATER POLLUTION PREVENTION PERMIT – In accordance with SMMC section 7.39.170, the applicant shall obtain a Stormwater Pollution Prevention (STOPPP) Construction permit for all work associated with stormwater pollution prevention, pay the required fees and post the required cash deposit. The fee amount will be based upon the Comprehensive Fee Schedule. The Applicant shall be required to increase the deposit, at the discretion of the City, for any associated costs in excess of the deposit. Prior to final occupancy, the bill shall be paid in full. The City will refund any portion of the deposit not utilized.

25. CONSTRUCTION GENERAL PERMIT – For construction activities that will disturb one (1) acre or more, the Applicant shall file a Notice of Intent (NOI) with the State Water Resources Control Board under the Construction Stormwater General Permit (General Permit). Applicant shall provide proof of the General Permit and a Storm Water Pollution Prevention Plan (SWPPP) prepared by a qualified SWPPP designer to Public Works.

26. TIE-BACK AGREEMENT – If the shoring system required to perform the excavation for the project includes tie-backs that encroach into the public right-of-way, the Applicant shall execute and record the City's standard tie-back agreement prior to the issuance of the shoring building permit.

27. SEWER ANALYSIS AND IMPROVEMENT – Prior to building permit issuance, the Applicant shall perform a flow monitoring study to assess the actual existing flows along the 8 inch sewer main in San Mateo Drive from Villa Terrace to Williams Place. The study will monitor three sewer manholes: MH 179-46X at the intersection of San Mateo Drive & Bellevue Ave, and two manholes at the San Mateo Drive & Williams Place intersection, MH 179-02X & MH 179-41X. The developer shall provide that study to the City for the City to complete a supplementary sewer analysis on the project’s impact on the sewer main. If the project's proposed peak flow will cause the sewer main to exceed the City’s threshold of 3 feet of freeboard at any structure in San Mateo Drive, between Villa Terrace and Williams Place, per the Sewer System Master Plan Element 5, then the Applicant shall construct sewer improvements through opentrench method for upsizing main line to mitigate the impact. The scope for any public sewer improvements shall be permitted with or prior to the building permit issuance.

28. PARCEL MAP – The applicant shall have a parcel map prepared by a person authorized to practice land surveying in California, delineating all parcels created or deleted and all changes in lot lines in conformance with SMMC Chapter 26.56.

The parcel map shall be approved by the Department of Public Works and recorded with the County Recorder’s Office prior to the issuance of any City permits. 378 of 833
Prior to the City’s release of the parcel map to the title company, the applicant may, at the discretion of the Director of Public Works or designee, be required to submit to the City an electronic copy of the map in PDF and AutoCAD.

29. SUBDIVISION IMPROVEMENT AGREEMENT – If the applicant wishes to have the parcel map approved prior to the completion of the project’s public improvements, the applicant shall enter into a subdivision improvement agreement with the City per Government Code section 66462(a) and shall arrange to provide security for the remaining public improvements to be completed. The agreement will be forwarded to the City Council for approval per SMMC Chapter 3.60.

CDD Arborist (PA)

30. LANDSCAPE UNIT IN LIEU FEES – Prior to the issuance of any building permit, the applicant shall pay inlieu fees for existing trees to be removed as evaluated in the Tree Evaluation Schedule and Tree Planting form during the building permit application review. Existing trees to be removed shall be replaced on-site, or a fee shall be paid in lieu of planting trees at the rate established in the annual Comprehensive Fee Schedule.

31. TREE PROTECTION VERIFICATION LETTER – To verify that all tree protection measures are properly implemented, the applicant shall submit a tree protection verification letter prepared by the project arborist to the Building Division that includes photographs showing the tree protection installed. The letter shall also include a schedule of future inspections by the Project Arborist. The verification letter is subject to the review and satisfaction of the Community Development Director, or their designee.

32. STREET TREES – The landscape plans shall specify installation of street trees in accordance with the City of San Mateo Street Tree Master Plan. In accordance with SMMC section 27.71.120(a)(1), 24-inch box shall be the minimum size for street trees planted along public streets and shall include tree grates and root barriers as specified by the City Standard Drawings 3-1-847 and 3-1-933. The landscape plans shall be subject to the review and approval of the Community Development Director, or their designee.

33. STREET TREES – Any tree installed as a result of this project within the public right-of-way abutting this site shall comply with the City’s Street Tree Master Plan. Alternative species must be approved by the City, and when approved, the property owner will assume all maintenance for the trees, and a private maintenance agreement must be prepared to the satisfaction of the Public Works Director.

The following conditions shall be satisfied prior to issuance of a BUILDING PERMIT FOR THE SUPERSTRUCTURE.

Planning Division (PA)

34. CHILD CARE FEES – The applicant shall pay a Child Care Development Fee subject to the rate established in the City’s adopted Comprehensive Fee Schedule.

35. INTERIOR ACOUSTICAL ANALYSIS – In compliance with General Plan Policy N 1.2, the applicant shall provide an acoustical analysis prepared by a qualified acoustical consultant which shall contain recommendations to ensure the building’s interior noise levels comply with the levels established in the General Plan or Building Code, whichever is more restrictive, subject to the satisfaction of the Community Development Director, or their designee.

36. EXTERIOR ACOUSTICAL ANALYSIS – In compliance with General Plan Policy N 1.3, the applicant shall provide an acoustical analysis prepared by a qualified acoustical consultant for new multifamily common open space for residents that have an exterior noise level of 60 dBA (Ldn) or above, as shown on Figure N-2 of the General Plan. The applicant shall incorporate necessary mitigation measures into residential project design to minimize common open space noise levels. Maximum exterior noise should not exceed 65 dBA (Ldn) for residential uses.
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37. LOCATION AND SCREENING OF ABOVE GROUND UTILITIES AND EQUIPMENT – All screening for any ground-level utilities, equipment, and other project related operational/utility devices shall be shown on the building permit plans in substantial conformance with the approved planning application. All above ground utilities and equipment shall be screened with landscaping, fencing, and/or other solid materials to the satisfaction of the Community Development Director, or their designee.

38. MECHANICAL VENTILATION – All exterior mechanical ventilation designs for subterranean garages shall be shown on the building permit plans in substantial conformance with the approved planning application.

All mechanical ventilation shall be incorporated into the building design or landscaped areas and be screened to the satisfaction of the Community Development Director, or their designee.

39. SCREENING OF ROOFTOP MECHANICAL EQUIPMENT – All rooftop mechanical equipment shall be shown on the building permit plans in substantial conformance with the approved planning application. All equipment shall be painted and/or screened by a solid enclosure or parapet wall with materials compatible with the building design subject to the satisfaction of the Community Development Director, or their designee.

40. SIGNAGE – Preliminary signage shown in the approved planning application plans are for information only.

Final signage shall be reviewed and approved in accordance with Title 25 of the Municipal Code.

41. LOCATION AND SCREENING OF ABOVE GROUND UTILITIES AND EQUIPMENT – All screening for any ground-level utilities, equipment, and other project related operational/utility devices shall be shown on the building permit plans in substantial conformance with the approved planning application. All above ground utilities and equipment shall be screened with landscaping, fencing, and/or other solid materials to the satisfaction of the Community Development Director, or their designee.

Building Division (PA)

42. CALGREEN – The building permit plans shall incorporate the applicable CALGreen Checklist noting the green building measures the project will incorporate in accordance with the California Green Building Standards Code and City of San Mateo Reach Codes subject to the review and approval by the Building Official, or their designee. Current City of San Mateo CALGreen checklists are located on Building Division webpage or will be provided by Community Development Department staff, if requested.

43. WATER CONSERVATION IN LANDSCAPING – The applicant shall submit a completed Water Conservation in Landscaping Screening Form. If the screening form indicates the project is subject to the Water Conservation in Landscaping Ordinance pursuant to SMMC section 23.72.030, additional documentation prescribed by the screening form shall also be included with the site plan. City of San Mateo Water Conservation in Landscaping forms are located on Building Division webpage. The applicant shall submit the required landscape documentation package with building permit application subject to the review and satisfaction of the Building Official, or their designee.

Fire Department (PA)

44. CODE CONFORMANCE – The applicant shall indicate on all building permit plans that all construction shall meet current code standards at the time of building permit submittal. The building permit plans are subject to review and approval by the Fire Marshal or their designee.

45. FIRE CONTROL ROOM – The plans shall show a fire control room with direct access from the exterior of the building subject to the requirements listed in the Fire Department’s local Ordinance and subject to the review and approval of the Fire Marshal or their designee.

46. FIRE DEPARTMENT SUBMITTALS – The applicant shall submit all plans involving fire systems (including but not limited to fire sprinklers, fire hydrants, and fire alarms) in conjunction with the superstructure building 380 of 833
permit plans to the Fire Department. The plans are subject to review and approval by the Fire Marshal or their designee.

47. REMOTE POWER DISCONNECT – The plans shall show a key switch/shunt trip to disconnect the building electrical power and/or solar photovoltaic system by Fire Department personnel. The key switch/shunt trip location(s) shall be subject to the review and approval of the Fire Marshal or their designee.

Parks and Recreation Department (PA)

48. PARK IN-LIEU/IMPACT FEES – The applicant shall pay a Park Impact fee per SMMC (13.05.070) or a fee in lieu of dedicating lands for park and recreation purposes (Park In-Lieu fee) (SMMC 26.64). The final fee shall be determined and paid prior to the issuance of the first superstructure building permit unless otherwise mandated by State Law and approved by the City Council.

Police Department (PA)

49. PUBLIC SAFETY COMMUNICATIONS FOR TALL BUILDINGS – The building permit plans for the superstructure shall show compliance with Security Code SMMC “23.54.020 CITY COMMUNICATION SYSTEMS – HIGH RISE BUILDINGS”, by providing for the following allowances for the placement of emergency communications equipment on the building permit plans:
(A) Enough enclosed space for the equivalent of one dedicated server rack in a locked server room that is clean, dry, and well-ventilated (this does not need to be a fire control room); (B) One four-inch conduit from the designated server rack through the roof. The conduit shall be provided with wide radius bends, a weatherhead on the roof, and a pull string and ring; (C) Authorization to mount antennas on the roof. The maximum allowable distance from the designated server rack to the antenna mounting location shall be 100 feet; (D) One 20-amp, 120 VAC dedicated electrical circuit on the building’s emergency generator. An uninterruptable power supply (UPS) may be installed by the City if the building is not provided with an emergency generator;
(E) 12 copper cable pairs to the building’s main telephone terminal; and, (F) Ground buss bar bonded to the building grounding system.

This requirement is in addition to the requirement of the California Fire Code to supply a functional emergency responder radio coverage system.

50. RESIDENTIAL PARKING GARAGE SECURITY – The building permit plans for the superstructure shall show:
(A) Restricted access to the parking garage with electrically operated closures to allow passage of motor vehicles at all times. Required visitor parking shall have unrestricted access. The closures, whether overhead, sliding or swinging, shall be provided with reopening devices which will function to stop and reopen the closure in case the closure is obstructed when closing. Openings into the garage which are not for vehicular or human passage shall be provided with security grilles or screens.
(B) Digital keypads shall be provided to allow for entry by services and emergency services vehicles into the garages at all times. Exterior doors or gates providing access into the secure areas of the parking garage shall remain locked at all times, and shall only be accessible through the use of keys, key fob or remote keyless entry system devices furnished to the building residents.

Pedestrian access points exiting out of garage shall also be accessible through the use of keys furnished to the building residents and shall be equipped with self-closing devices. All storage, maintenance, and trash rooms within parking garages shall have doors which cannot be locked from the inside, and that close and lock quickly and automatically upon exit. (C) Parking spaces shall not be numbered to coincide with interior unit numbers. (D) Lighting in the parking garage shall be in conformance with the Security Ordinance as it applies to SITE LIGHTING. No dark areas shall exist inside the parking garage 381 of 833

51. SECURED BUILDING ACCESS BY EMERGENCY PERSONNEL – The building permit plans for the superstructure shall show the detailed specifications for and the installation of telephone entry pads (TEPs) and/or wireless “click to enter” systems at the main exterior building entrance(s) and parking garage entrance(s) for secured buildings. These access systems must allow emergency personnel to access all levels of the interior of the building. The access systems must also be installed at exterior gate locations that lead to secured areas of the site, such as interior courtyards. Access system placement location is subject to the review and approval of the Chief of Police or their designee, prior to the approval of the first building permit for the project. Police access codes shall be as provided by the Chief of Police or their designee at the time of installation.

52. VIDEO SURVEILLANCE SUBMITTAL REQUIREMENT – The building permit plans for the superstructure shall include a plan showing the installation of cameras and approximate viewing fields of surveillance cameras to be reviewed and approved by the Chief of Police or their designee. The plan shall include cameras placed to view areas as required by VIDEO SURVEILLANCE STANDARDS, and include select specifications for cameras and storage equipment to ensure compliance with the VIDEO SURVEILLANCE STANDARDS.

Public Works Department (PA)

53. C3 COMPLIANCE – The project shall provide stormwater controls and treatment measures in compliance with the requirements of the Municipal Regional Permit NPDES Permit # CAS612008 and the San Mateo County C.3 Stormwater Technical Guidance. The project’s grading, drainage, and treatment designs shall be in substantial conformance with the approved plans and subject to the final approval of the Director of Public Works or designee.

The project plans shall include a Stormwater Management Plan that identifies the project site area, new and/or replaced pervious and impervious areas, drainage management areas, treatment measures, sizing calculations, source controls and site design measures implemented, saturated hydraulic conductivity rates at relevant locations or hydrologic soil type (A, B, C, or D) and information sources, elevations of seasonal high groundwater table, and a summary of how the project complies with C.3 requirements.

Treatment measures shall be sized to accommodate runoff their full tributary drainage area or provide a separate bypass system such that the treatment measure is not surcharged and act as a bypass.

54. DRAINAGE – The project shall be designed to maintain or reduce the stormwater runoff peak flow at each of the project’s discharge point(s) to the public storm drain system. The project shall direct all runoff directly to the City’s storm drain system without passing through adjacent properties not part of this project. Applicant shall submit plans, drawings, and storm calculations to demonstrate the design complies with these requirements.

55. GARBAGE/RECYCLE/COMPOSTING STORAGE AND SERVICE – The applicant shall provide an adequate area for the purposes of storing garbage, recycling, composting collection containers for scheduled servicing by the franchise solid waste collection service. The containers shall be placed at the service location allowing enough room for the truck to safely approach the containers. The collection containers shall be brought to the service area and returned to the storage enclosure by the property owner. The containers are not to be in public view or in the public right-of-way prior to, or beyond the scheduled service times.

An approved letter from the City’s franchise solid waste collection service provider stating that service is available to the project as designed has been received. Any revisions made to the approved letter shall be reflected in the building permit plans. The building permit plans for the superstructure shall show garbage and recycling areas.

56. INITIAL STORM AND SANITARY SEWER ASSESSMENT – The applicant shall perform an initial inspection (via remote TV camera) of the mainline storm and sanitary sewer from the nearest upstream structure to the nearest downstream structure of the project’s point of connections. During the initial inspection, any 382 of 833
damage must be reported to the Department of Public Works. The applicant shall perform the same inspection once construction is completed. Damage in result of this project’s construction shall be repaired by the applicant at their expense.

57. PARKING STALLS OR LOTS – The building permit plans for the superstructure shall include all required off street parking stalls or lots, showing proper grading, drainage, ramps profile, and parking dimensions in conformance with City parking standards. Drainage should be directed to adjacent landscaping wherever possible.

58. PERMANENT STRUCTURES – The applicant shall locate all project fencing, railing, foundations, and any other structures of a permanent nature entirely within the project’s property and out of the City right-ofway.

59. STREETLIGHTS PHOTOMETRICS – The applicant shall provide a lighting “photometrics” plan for streetlights in the public right-of-way with the civil plans. The lighting plan shall comply with the following:
(A) Be based on photometric analysis consistent with the Illuminating Engineering Society’s (IES) Recommended Practice For Design And Maintenance Of Roadway And Parking Facility Lighting (ANSI/IES RP-8-18) and achieve the required lighting levels using the least number of luminaires possible, using a consistent pattern of luminaire placement, and shall include luminaires on both sides of the street if such a pattern reduces the number of luminaires required, unless otherwise approved by the City. Utilize the City’s list of standard luminaires at the time of design for selection of any new or replacement luminaires proposed by the project. (B) Include a design for lighting all public streets, intersections, sidewalks, pedestrian paths, and bicycle facilities located in the public roadway right-of-way adjacent to the project site to meet the lighting levels per the photometric analysis. The analysis shall be based on existing lighting across the street, and any new lighting to be installed fronting the project property. (C) Include only City owned streetlights within the public right-of-way, or located in an easement on private property, unless otherwise approved by the City. (D) Include pedestrian scale lighting if pedestrian scale lighting is already in use on the block of the project frontage, or if the City’s Pedestrian Master Plan recommends pedestrian scale lighting on the project frontage.
(E) Include separate analysis zones for each street, each sidewalk by frontage, and each intersection, configured according to the City’s standard practice in use at the time the analysis is begun. Show each photometric analysis zone with point illuminance values. (F) Include the following information about each luminaire included in the analysis:
1) Location
2) Type (Indicated by the City’s specification name)
3) Mounting height
4) Arm length
5) Total luminaire Light Loss Factor (LLF)
(G) Include a table displaying the following values for the analysis zones:
1) Average Maintained Illuminance (fc)
2) Average Uniformity Ratio
3) Maximum Uniformity Ratio
4) Maximum Point Illuminance Value (fc)
5) Minimum Point Illuminance Value (fc)
(H) Maintain the following minimum spacing between luminaires:
1) 50 feet between pedestrian scale luminaires on the same side of the street. 2) 100 feet between all other types of luminaires on the same side of the street. 3) 50 feet between luminaires of mixed types.
4) Reduced spacing may be approved by the City if the photometric analysis indicates it is necessary to meet the required lighting levels.
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(I) Lighting Level Requirements (Illuminance Method)
- N San Mateo Dr – Road: 1.3 fc Average, 3.0 Average Uniformity Ratio, 5.0 Max Uniformity Ratio
- N San Mateo Dr – Sidewalk: 0.5 fc Average, 4.0 Average Uniformity Ratio - State St – Road: 0.7 fc Average, 6.0 Average Uniformity Ratio, 10.0 Max Uniformity Ratio - State St – Sidewalk: 0.5 fc Average, 4.0 Average Uniformity Ratio - Villa Terrace – Road: 0.7 fc Average, 6.0 Average Uniformity Ratio, 10.0 Max Uniformity Ratio
- Villa Terrace – Sidewalk: 0.5 fc Average, 4.0 Average Uniformity Ratio - N San Mateo Dr & State St - Intersection: 1.9 fc Average, 3.0 Average Uniformity Ratio - N San Mateo Dr & Villa Terrace - Intersection: 1.9 fc Average, 3.0 Average Uniformity Ratio

60. PUBLIC IMPROVEMENTS – The applicant shall have improvement plans prepared for all work in the public right-of-way or easements by a licensed civil engineer. The improvement plans shall substantially conform to the approved planning application and shall be approved by the Director of Public Works or designee.

All work within the City’s right of way shall be designed and constructed to the City Standards and Specifications unless otherwise noted. All public improvements shall be completed prior to the issuance of the final Certificate of Occupancy.

An Encroachment Permit shall be required for all public improvements in the public right-of-way or easements. All work shown on the improvement plans shall be inspected and approved by Public Works.

The developer shall repair or replace all existing or new improvements that were damaged or removed because of developer’s operations.

The public improvement plans shall show the following public improvements in the public right of way:
(A) SIGNAGE AND STRIPING – The applicant shall install traffic signage and striping of a material and design approved by the Director of Public Works or designee and replace any that are damaged during construction. These include but are not limited to all pavement markings, painted curbs and handicap markings. All permanent pavement markings shall be thermoplastic. Color and location of painted curbs shall be shown on the plans and subject to approval by the Director of Public Works or designee. Any existing painted curb or pavement markings that were not removed during the project’s street restoration and are no longer required shall be removed by grinding if thermoplastic, sand blasting if in paint. Once installed, the applicant shall coordinate with City crews to mark any red curb within the proposed City right-of-way with a City seal. The Solid Waste Collection staging area utilizes the loading zone located in the City right-of-way and the applicant shall install yellow curb and appropriate signage to facilitate service times. (B) LOADING ZONE IN THE PUBLIC ROW – The applicant shall install a loading zone as shown on the approved plans along State St.
(C) SIDEWALK – The applicant shall replace all sidewalk fronting the project site as shown on the approved plan set. Sidewalk replacement shall be constructed per current City Standard.

Sidewalks fronting the project property must comply to Americans with Disabilities Act (ADA) standards.
(D) CURB RAMPS – The applicant shall construct curb ramp(s) in accordance with Caltrans Standard Plan A88A or other ADA compliant configurations with special approval from Public Works, at N San Mateo Dr & State St and N San Mateo Dr & Villa Terrace. The actual ramp “Case” shall be identified on the plans and shall be approved by the Director of Public Works or designee. (E) CURB AND GUTTER – The applicant shall replace to existing City standards all curb and gutter fronting the project site and as required for restoration purposes. New curb and gutter shall be constructed per current City Standard, or as otherwise shown on the approved plan set. (F) DRIVEWAY APPROACH – The applicant shall install City Standard Commercial driveway approach on Villa Terrace as shown on the approved plans. The applicant shall install a short apron along 384 of 833
State St to facilitate the Solid Waste Staging Area as shown on the approved plans. The applicant shall install pedestrian warning system at project driveway. (G) SEWER LATERAL – The applicant shall install two 6 inch minimum City Standard sewer lateral connections from the property line to the sewer main located on N San Mateo Dr. The installation shall be done in accordance with City Standard Drawings. (H) SANITARY SEWER MANHOLES – The applicant shall install two standard sanitary sewer manholes on N San Mateo Dr, per approved plans and in accordance with City Standard Drawings. (I) STORM WATER CONNECTION – The applicant shall connect to the City storm system using three connection points at most, where tying directly into the City Storm Main, a wye connection shall be used in accordance with City Standard Drawings. The applicant shall replace existing catch basin at the proposed bioretention along Villa Terrace to include overflow drain inlet per approved plans and in accordance with City Standard Details. (J) STREETLIGHTING IMPROVEMENTS – The applicant shall provide streetlight improvement plans with the civil plans. The Streetlight Improvement Plan shall:
1) Implement the project’s Lighting Plan from their project frontage to the roadway centerline.
2) Implement associated streetlight infrastructure beyond the project frontage or the roadway centerline if such improvements are necessary to provide a functioning lighting system for the project frontage.
3) Show all work necessary to construct the streetlight improvements for which the project is responsible to implement.
4) Include all electrical calculations (i.e. voltage drop) required for design of a functional streetlight system that complies with all applicable codes and standards. 5) Shows location of connection to existing streetlight circuit(s). 6) Shows location of proposed new electrical service connections. 7) Include a map showing the full extent of all streetlight circuits that will include project lighting improvements. This map shall include information necessary for verifying voltage drop calculations and may also be used for submittal to the serving utility as part of an electrical service modification application. At a minimum the map shall include:
a. Location and wattage of all streetlight luminaires on the circuit. b. Streetlight pole numbers.
c. Length of conduit runs used for voltage drop calculations. Lengths may be labeled directly on the plan view or presented in a conduit run schedule.

It shall be the applicant’s responsibility to verify the location of all existing streetlight equipment and infrastructure, including, but not limited to, underground conduits, pull boxes, poles, and electrical service connections, as needed for the preparation of the Lighting Plan and the Streetlight Improvement Plan. The applicant shall be responsible for coordinating all lighting improvements with the serving utility, including preparing all required documents and attachments, attending all field meetings requested by the serving utility, submitting applications for new or modified electrical service.

The applicant shall be responsible for all costs charged by the serving utility associated with the project’s streetlight improvements, including but not limited to application fees, permit fees, engineering charges, and construction charges.

61. STORM DRAIN INLETS AND WATERWAYS – The building permit plans shall show the marking of the words “No Dumping! Flows to Bay,” or equivalent, on all storm inlets surrounding and within the project site using methods approved by the City standards, consistent with the San Mateo Countywide Water Pollution Prevention Program’s C.3 requirements
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62. TRANSPORTATION IMPROVEMENT FEE – The applicant shall pay a fee proportional to the project’s share of transportation improvements needed to serve cumulative development within the City of San Mateo, as established by SMMC Chapter 27.13. The fee shall be collected by the Public Works Department and paid prior to issuance of the first superstructure building permit. The fee shall be based on the City’s adopted Comprehensive Fee Schedule.

63. TRASH CAPTURE DEVICES – The building permits shall show installation of trash capture devices in storm drain systems that lead directly to the off-site storm drain system or outfall. Devices shall be approved by the Director of Public Works or designee or designee. Trash capture devices are required on site consistent with the State Water Resources Control Board definition of Full Capture System. All on-site trash capture devices shall be cleaned routinely and maintained by the Owner per the Stormwater Treatment Facilities Maintenance Agreement. The building permit plans for the superstructure shall show trash capture devices.

64. TRIANGULAR AREA OF VISIBILITY – Per the approved plan set and Local Transportation Analysis recommendations, the building permit plans for the superstructure shall show 6 feet of red curb on both sides of the driveway. The building permit plans for the superstructure shall show that the installation of landscaping and permanent structures located within the 45-foot triangular area of visibility at any project corner meets the requirements of a minimum vertical clearance of 7 feet, and/or are less than 3 feet in height. This includes all PG&E above ground structures and other utility facilities.

65. UNDERGROUND (OR COVERED) PARKING GARAGE DRAINAGE – The building permit plans for the superstructure shall show that water from the underground (or covered) parking garage shall not be discharged onto the public street. The applicant shall direct discharge from covered or underground garage to the City’s sanitary sewer system. Stormwater runoff from the roof or other exposed areas of the project shall not discharge to these garage drains. The design shall be done by a licensed Civil Engineer who shall provide hydraulic calculations and drawings subject to the approval of the Director of Public Works or designee.

66. UNDERGROUND UTILITY SERVICES – The building permit plans for the superstructure shall show the installation of all new, and upgraded, utility services, including telephone, electric power, and other communications lines underground to the building in accordance with SMMC section 26.32.020.

Transformers and switch gear cabinets shall be placed in accordance with the approved plan set.

67. UTILITIES – Utility plans shall be submitted as part of the building permit plans for the superstructure and shall show appropriate line types and labels to identify different type of utilities and pipe sizes. Clearly identify both existing and proposed public and private utilities.

The Developer shall provide joint trench composite plans for the underground electrical, gas, telephone, cable television, and communication conduits and cables including the size, location and details of all trenches, locations of building utility service stubs and meters and placements or arrangements of junction structures.

Sanitary sewer laterals and/or water meters located in driveways shall have traffic rated boxes and lids.

Developer is required to confirm the location of existing utility lines along the project frontage by potholing. Prior to any potholing, developer shall obtain an encroachment permit and submit a pothole plan for City review and approval. Developer shall provide the pothole results to the Director of Public Works or designee or designee prior to final design. Any utility conflicts shall be the responsibility of the developer to rectify.
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68. WASTEWATER CAPACITY CHARGE – A wastewater capacity charge, as established by SMMC section

7.38.065, is imposed on all new development to recover a proportionate share of costs for existing and future wastewater system facilities and assets from new or expanded connections to City wastewater systems. The applicable wastewater capacity charge is determined by use, wastewater flow, and wastewater strength loadings and the amount shall be established by City Council resolution. The fee shall be collected by the Public Works Department and paid prior to issuance of the first superstructure building permit. The fee shall be based on the City’s adopted Comprehensive Fee Schedule.

69. WILL SERVE LETTER FOR WATER – A Will Serve Letter from the water company shall be supplied to the Director of Public Works or designee.

70. ENCROACHMENT AND MAINTENANCE AGREEMENT – Applicant shall enter into a City-approved Encroachment and Maintenance agreement for the improvements encroaching into a Public Utility Easement or public right of way prior to the issuance of the building permit. The applicant shall have the agreement recorded against the owner’s property that indemnifies and holds harmless the City, its elected and appointed officials, employees and agents. The agreement shall include language in which the applicant agrees to allow access to any utility company wishing to have access to the public right-of-way for existing or new utility installation. The agreement shall also include language that requires the removal of the improvements, at the owner’s expense, should the City desire to use the right-of-way for street, sidewalk or other purposes identified by the Director of Public Works or designee. The agreement shall be approved as to form by the City Attorney’s Office and shall be recorded against the owner’s property prior to the issuance of any City encroachment permit.

The following conditions shall be complied with AT ALL TIMES DURING THE CONSTRUCTION PHASE OF THE PROJECT.

Planning Division (PA)

71. CONSTRUCTION MANAGEMENT PLAN COMPLIANCE – The applicant shall implement and remain in full compliance with the approved Construction Management Plan throughout all phases of construction. All construction activities shall be conducted in a manner consistent with the approved plan. Any deviation from, or modification to the approved Construction Management Plan shall require prior review and approval by the Community Development Director or their designee. Consistent with the requirements of the CMP, construction disturbances reports shall be submitted monthly to provide timely updates on project impacts.

Violations of any portion of the approved Construction Management Plan or other applicable construction management requirement may result in the issuance of a “Stop Work Order”.

72. FRAME/PLANNING ROUGH INSPECTION – Upon completion of all framing and prior to the installation of exterior sheathing and windows, the applicant shall request the Project Planner conduct a Rough Frame inspection to verify items including, but not limited to, window locations, window sizes, and massing. The applicant shall contact the Project Planner to schedule each inspection a minimum of 72 hours in advance of the requested inspection.

73. PALEONTOLOGICAL RESOURCES – In the event of the discovery of paleontological resources (fossils) whether on-site or in the public right-of-way, the applicant shall halt all construction activities within 50 feet of the discovery, notify the Planning Manager and/or Project Planner, and retain a qualified paleontologist to determine the significance of the discovery. The paleontologist shall evaluate the uniqueness of the find, prepare a written report documenting the find and recommending further courses of action, and submit a summary of findings to the Project Planner. The applicant shall incorporate the recommendations of the paleontologist when continuing construction. 387 of 833
Building Division (PA)

74. CONSTRUCTION WORK HOURS – Construction shall occur only between the hours of 7:00 a.m. and 7:00 p.m. on Monday through Friday, between 9:00 a.m. and 5:00 p.m. on Saturday, and between 12:00 noon and 4:00 p.m. on Sundays and holidays. These hours do not apply to construction that takes place inside a completely enclosed building and does not exceed the exterior ambient noise level as measured 10 feet from the exterior property lines. The applicant shall conform to the construction work hours to control traffic congestion, noise, and dust unless an exemption is granted in accordance with SMMC section

23.06.061.

Fire Department (PA)

75. ADDRESS NUMBERS – The applicant shall post temporary address numbers on each building at the project site that must be easily visible from the street or fire access road.

76. DEMOLITION – The applicant shall comply with the California Fire Code Chapter 33 during all phases of construction of the project.

77. EGRESS – The applicant shall maintain required egress for all adjacent buildings/properties.

78. STANDPIPES – For projects that require standpipes by California Fire Code section 905.3.1, the applicant shall provide not less than one standpipe for use during construction or demolition.

Public Works Department (PA)

79. BEST MANAGEMENT PRACTICES (BMP) – The applicant shall perform all construction activities in accordance with the City’s Storm Water Management and Discharge Control Rules and Regulations (SMMC 7.39), and the San Mateo Countywide Water Pollution Prevention Plan (SMCWPPP) Construction Best Management Practices.

CDD Arborist (PA)

80. TREE PROTECTION MEASURES – All approved tree protection measures shall remain in place and be properly maintained during all phases of construction. The applicant or contractor shall notify the Project Arborist in advance when construction operations are to be performed within the Tree Protection Zone of protected trees. (e.g. trenching, excavation, grade changes, etc.) Adjustment of Tree Protection Measures requires approval from the City Arborist.

81. PROJECT ARBORIST INSPECTIONS – The Project Arborist shall submit a report to the Building Division within five business days after each of their inspection documenting the condition of trees, protection measures changes or adjustments, and/or any damages to Protected trees.

The following conditions shall be met prior to RELEASE OF UTILITIES, FINAL INSPECTION, ISSUANCE OF A TEMPORARY CERTIFICATE OF OCCUPANCY, or ISSUANCE OF A CERTIFICATE OF OCCUPANCY, whichever occurs first.

Planning Division (PA)

82. ACOUSTICAL COMPLIANCE LETTER – The applicant shall submit an acoustical compliance letter to the Project Planner written and signed by the project acoustical consultant indicating all recommendations incorporated into the project to reach compliance with the noise limits listed in Tables N-1 of the Noise Element and in compliance with Policies N1.2 and N 1.3 of the General Plan. This letter shall be submitted prior to scheduling the Planning Final Inspection.

83. ART IN PUBLIC PLACES – The applicant shall meet all requirements of SMMC section 23.60 for art in public places by providing artwork approved by the Civic Arts Commission in a manner satisfactory to the 388 of 833
Community Development Director, and/or by paying an in-lieu fee to the Art in Public Places Fund as described in SMMC section 23.60.060.

84. LANDSCAPE VERIFICATION LETTER – The applicant shall submit a landscape verification letter to the Project Planner written, signed, and stamped by the project landscape architect indicating that all on-site and off-site landscape improvements (including on-site trees, street trees, shrubs, and irrigation systems) have been installed in compliance with the approved landscape plans. This letter shall be submitted prior to scheduling the Planning Final Inspection.

85. PLANNING FINAL INSPECTION – Upon completion of all construction and landscaping, the applicant shall request the Project Planner conduct a Planning Final inspection for verification of compliance with all outstanding conditions of approval. The applicant shall contact the Project Planner to schedule each inspection a minimum of 72 hours in advance of the requested inspection.

Building Division (PA)

86. SOIL FINAL REPORT – The Geotechnical Engineer or Civil Engineer who prepared the soil investigation, or an equally qualified professional, shall issue a final report stating the completed pad, foundation, finish grading and associated site work substantially conform to the approved plans, specifications and investigations, to the satisfaction of the Building Official or his/her designee.

Fire Department (PA)

87. EMERGENCY RESPONDER RADIO COVERAGE – An Emergency Responder Radio Coverage system may be required for this project. Testing shall occur during construction due to circuit protection requirements that will affect building design. The applicant shall provide a third-party testing grid report to the Fire Department subject to the review and approval by the Fire Marshal or their designee prior to the Fire Final Inspection.

Public Works Department (PA)

88. RECORD DRAWINGS – The applicant shall submit record or as-built drawings, in PDF and AutoCAD formats, for all off-site improvements to the Department of Public Works. All public improvements shall be shown on the record drawings as constructed in the field.

89. RESTORATION OF ROADWAY – Due to the anticipated project’s truck traffic, the applicant shall grind and overlay with 2 inches of asphalt concrete of the roadways fronting the project site. If the street abutting the property has been classified as being in a failed condition or a Pavement Condition Index (PCI) of 50 or below, the applicant will be required to reconstruct the street. Limits of the roadway repair shall be subject to the review and approval of the Director of Public Works or designee.

90. STORM WATER TREATMENT FACILITIES MAINTENANCE AGREEMENT – The applicant shall execute a maintenance agreement with the City’s Director of Public Works or designee as specified in SMMC Chapter 7.39 of the Stormwater Management and Discharge Control ordinance and the San Mateo Countywide Water Pollution Prevention Program C.3 Program Technical Guidance. The agreement shall outline the continuous operation and maintenance (O&M) plan for the permanent storm water treatment facilities including irrigation and landscape maintenance of Green Infrastructure elements constructed in the public right-of-way and shall be recorded with the County Recorder’s Office. This agreement shall be executed prior to the first occupancy of the building.

91. TRANSPORTATION DEMAND MANAGEMENT (TDM) CHECKLIST – The property owner shall ensure compliance with the San Mateo County Congestion Management Program Land Use Implementation Policy (C/CAG TDM Policy). Specifically, the property owner shall ensure that the measures identified in the approved C/CAG TDM Checklist appended to this application are implemented over the life of the project, and that the property owner and tenants acknowledge the requirement to participate in the 389 of 833
periodic monitoring and reporting requirements identified in the C/CAG TDM Policy. Accordingly, it is recommended that the property owner and/or developer clearly identify these TDM provisions and responsibilities in any sales and/or lease or sublease transactions.

92. OUTSTANDING CHARGES – Prior to occupancy, the applicant shall pay any outstanding charges due to the City that were applied to the project during the construction of the project in accordance with the Comprehensive Fee Schedule.

CDD Arborist (PA)

93. FINAL ARBORIST REPORT – The Project Arborist shall perform a final site inspection and submit a final arborist report to the Building Division. At minimum, the final arborist report shall confirm that the approved tree protection measures were implemented and shall assess the condition of Protected Tree(s).

Any damage to existing Protected Tree(s) shall be subject to replacement and/or penalties in accordance with SMMC section 13.40.160 subject to the satisfaction of the Community Development Director, or their designee.

The following conditions shall be complied with AT ALL TIMES that the project permitted by this planning application occupies the premises.

Planning Division (PA)

94. APPROVED PLANNING APPLICATION CONFORMANCE AT ALL TIMES – All physical improvements, uses, and operational requirements authorized by the approved planning application shall, at all times that the use permitted by this planning application occupies the premises, substantially conform with the approved planning application. This includes but is not limited to plans, materials, project description, and other items submitted as part of the approved planning application. Any proposed modifications to the approved planning application shall be reviewed and approved by the Community Development Director, or their designee, prior to construction of the proposed modifications. The Community Development Director, or their designee shall determine whether the proposed modifications substantially conform with the approved planning application, or whether a planning application modification is required to be submitted to permit the proposed modifications, as required by SMMC section 27.08.080.

95. COMPLIANCE WITH REGULATIONS FOR DISCOVERY OF HUMAN REMAINS – The project shall comply with Health and Safety Code section 7050.5 and Public Resources Code section 5097.98, including immediate work stoppage upon discovery of human remains or burial grounds, and treatment in accordance with applicable law and in consultation with the affected California Native American tribe.

96. DOCUMENTATION OF TRIBAL CULTURAL RESOURCES – All treatment and documentation of tribal cultural resources shall be conducted in a culturally appropriate manner, as required by Public Resources Code section 21080.66. (AB130).

97. GENERAL PLAN COMPLIANCE – Unless otherwise approved through the entitlement process, the project shall be designed, constructed, and operated in a manner that is consistent with all applicable goals, policies, land use designations, and development standards of the City’s adopted General Plan 2040.

98. LABOR CODE – The provisions of Labor Code section 218.8 shall extend to the development proponent in addition to the direct contractor or subcontractor. The development proponent for this project is Prometheus Real Estate Group, Inc.

99. TRIBAL CULTURAL RESOURCES – Tribal cultural resources shall be avoided where feasible, in accordance with Public Resources Code section 21084.3(a). In furtherance of this requirement, where feasible, the project applicant shall provide deference to tribal preferences regarding access to spiritual, ceremonial, 390 of 833
and burial sites, and incorporate tribal traditional knowledge in the protection and sustainable use of tribal cultural resources and landscapes.
100. TRIBAL ECOLOGICAL KNOWLEDGE – An application of tribal ecological knowledge into any habitat restoration efforts shall be undertaken by the project proponent as applicable to the specific environmental context and conditions of the project.
101. TRIBAL MONITOR – The project shall include tribal monitoring during all ground-disturbing activities, as follows:
(A) One monitor as designated by the Muwekma Oholone Tribe shall be present during all grounddisturbing activities and for all mechanical ground-disturbing/subsurface excavations that have the potential to affect native soils that could potentially contain Tribal cultural deposits within the entire construction project area, including off-site related improvements. (B) The tribal monitor shall comply with applicant’s site access and workplace safety requirements. (C) The applicant shall compensate the tribal monitor at a rate provided in Muwekma rate sheet, determined in good faith, that aligns with customary compensation for cultural resource monitoring, taking into account factors such as the scope and duration of the project, as well as the tribal monitor’s actual time spent on the project site during ground-disturbing activities.

City Attorney (PA)
102. INDEMNIFICATION – The applicant shall defend, indemnify, and hold harmless the City of San Mateo, its elected and appointed officials, employees, and agents from and against any costs, claims, or liabilities arising out of the approval of this planning application, including, without limitation, any award of attorney fees that might result from third party challenge. If applicant is required to defend the City, the City shall retain the right to select the counsel who shall defend the City. 103. PENALTY – In accordance with SMMC section 27.02.210-Violations of Planning Application Conditions, any violation of any of the conditions of approval is unlawful and will subject the applicant to the penalties set forth in SMMC Chapter 1.04-General Penalty, as well as any other available legal remedies.

Police Department (PA)
104. BUILDING SECURITY CODE COMPLIANCE – The building permit plans shall comply with the City’s Building Security Code (SMMC Chapter 23.54).
105. PUBLIC SAFETY COMMUNICATIONS FOR TALL BUILDINGS, ACCESS AND SECURITY – The applicant shall allow 24-hour, 7 day per week access to the dedicated public safety communications radio server rack and antenna(s) for maintenance purposes at all times that the use permitted by this planning application occupies the premises. If the City installs radio equipment, the applicant shall take reasonable measures to secure and safeguard City equipment from theft or vandalism. 106. SITE LIGHTING STANDARDS – Exterior security lighting in compliance with the Building Security Code “Exterior Security Lighting” (SMMC section 23.54.060) shall be provided and maintained at all times that the use permitted by this planning application occupies the premises. 107. VIDEO SURVEILLANCE STANDARDS – The applicant shall install and operate for the life of the project a video surveillance system subject to the following requirements:
(A) The information shall be maintained and retrievable for a minimum of 30 days. The captured video material shall be accessible to investigating police personnel through some form of facility management during regular business hours. The applicant shall provide proof of registration of the video surveillance camera system with the City through the City’s Neighborhood Eyes Security Team web form (https://www.cityofsanmateo.org/forms.aspx?FID=134). 391 of 833
(B) Cameras shall be placed and maintained to view common areas of the property accessible to the public such as lobbies, parking lots, parking garages and entrances and exits to all parking garages, gates dividing different uses inside mixed-use parking garages, driveways, circulation areas, aisles, passageways, recesses, and grounds contiguous to all buildings. This condition is not intended to require Applicant to install pole mount cameras on the property, cameras to view these areas may be installed on the building facing out.
(C) The cameras in this system shall be megapixel or better CCTV cameras that shall be capable of operating in all lighting conditions anticipated at project completion. Cameras viewing locations intended to allow routine vehicle passage onto the sites and/or garages shall additionally be capable of capturing the front and rear of all entering and exiting vehicles that use the sites and/or garages, and be of sufficient quality to identify the make and model of vehicles accessing the site, clearly read both front and rear license plates of vehicles, and clearly depict faces of occupants through the front windshield.

Public Works Department (PA)
108. POST CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) – In accordance with the City’s Storm Water Management and Discharge Control Rules and Regulations, SMMC Chapter 7.39, and the San Mateo Countywide Stormwater Management Plan (SWMP) by reference, the applicant shall:
(A) Owner/occupant shall inspect private stormwater treatment devices and GI features in the public right-of-way at least two (2) times per year and sweep parking lots immediately prior to and once during the storm season.
(B) The applicant shall pay a fee on a yearly basis for cost associated with, but not limited to, City inspection of the private stormwater treatment facilities, emergency maintenance needed to protect public health or watercourses, and facility replacement or repair in the event that the treatment facility is no longer able to meet performance standards or has deteriorated. The fee shall be based upon the City’s adopted Comprehensive Fee Schedule. (C) Label new and redeveloped storm drain inlets with the phrase “No Dumping – Drains to Bay” plaques to alert the public to the destination of storm water and to prevent direct discharge of pollutants into the storm drain. Template ordering information is available from the Department of Public Works.
(D) All process equipment, oils fuels, solvents, coolants, fertilizers, pesticides, and similar chemical products, as well as petroleum based wastes, tallow, and grease planned for storage outdoors shall be stored in covered containers at all times.
109. TRANSPORTATION DEMAND MANAGEMENT (TDM) Checklist – Once implemented, the Transportation Demand Management Checklist shall be monitored and assessed annually for the occupied life of the development. The checklist shall be recorded with the County. The assessment of compliance with the Transportation Demand Management Checklist shall be submitted to Public Works by the end of every calendar year (December 31st).
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APPLICATION FOR APPEAL
City of San Mateo
330 W. 20th Avenue
San Mateo, CA 94403
TO: City Council
Commission
Zoning Administrator
Other:

Date Filed:
’26APR 2 4H7PM
Office Use Only
File#:

Fee:

Tentative Hearing Date:

Appeals to the City Council of a decision are subject to a fee of $565 in fiscal year 2024-25.

Per the San Mateo municipal code, appeals must be filed within 10 days of the decision being appealed.

Name: C- Daytime Phone:

Email:

Address:

Street City

APPELLANT

SUBJECT
Project Being Appealed: ^A2^25.-oa
Address 1 Location:

Appellant’s Signature Date
(Attach additional sheets if necessary)
Please refer to Comprehensive Fee Schedule for appeal filing fees.

Appeal of Planning Commission

Page 2 ends

Notice and project description were incomplete, Project Entitlements were not disclosed and/or not included, the 73 page Transportation Study Attachment #7 was not made available until midday Mon. Mar. 23 Staff Report provided limited data and analysis of neighborhood concerns (notably on-street parking, location of garage entry/exit, location of pool spa and outdoor cooking and dining and outdoor lounge, traffic, energy impacts to adjacent residences, project generated noise, off-site glare, odors and ambient lighting levels, construction effects including grading and excavation and duration especially on adjacent school and assisted living facilities, quality of fit with the neighborhood , life safety issues related to the blind intersection of the garage exit and pedestrian sidewalk, decreased safety of Highland Bike Blvd, users, life safety of the excavation and construction of a large retaining wall adjacent to residences, life safety of the garbage pickup of 6 on-street bins adjacent to State/N San Mateo Drive, life safety of the deletion of PD lighting requirements.

CEQA requires that the City add a condition requiring a Phase I Env. Assessment, but none appears. Conditions should be amended to provide opportunity for City staff and residents to meet and to review and provide input on Construction Mgt Plan and conditions related to requiring studies to be completed prior to any demolition (e.g. including, but not limited to, Phase I Env. Assessment, project operational noise, off-site glare, odors, energy impact and mitigation to adjacent residences, on-street parking study and mitigation measures). Garage entry/exit needs to be relocated to N. San Mateo Drive to eliminate off-site glare and limit traffic traveling on neighborhood streets, per SMMC in E2 Dist. recreation areas and garbage operations need to be fully enclosed to limit noise, glare and odors.

ATTACHMENT
3 – LOCATION MAP
PA-2025-031
715/723 N San Mateo Drive – Multifamily Residential Development ADDRESSES: 715, 723 & 733 North San Mateo Drive & 247 Villa Terrace APNs: 032-151-130, 032-151-300, 032-151-320 & 032-151-160 395 of833
ADDRESS: 715 N SAN MATEO DRIVE,
SAN MATEO, CA 94401
ZONING:* E2-1.5, C3-2
INTERSECTION: SAN MATEO DRIVE

B/T VILLA TERRACE & STATE STREET
APPLICABLE CODES:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA BUILDING CODE
2022 CITY OF SAN MATEO REACH CODES

FEDERAL FAIR HOUSING ACT
APN #s:

NORTH
LOT AREA:
715 N SAN MATEO DR

VICINITY MAP

BUILDING DATA

PROJECT DIRECTORY

BUILDING AREA DATA
LOT SIZE: 154' - 4" x 334' - 4"
RESIDENTIAL UNIT DATA 53,141+/- SF

SITE AND ZONING DATA
CONSTRUCTION TYPE: IIIA / IA
BUILDING AREA:

BUILDING HEIGHT:

STORIES: 6 (5 FLOORS TYPE IIIA OVER IA PODIUM)
BASEMENTS: 1
OCCUPANCY TYPE: R-2, S-2, U
FIRE PROTECTION: NFPA 13 / 13R
CONSTRUCTION TYPE: VB
BUILDING AREA:

BUILDING HEIGHT: VARIES
OCCUPANCY TYPE: R-3, B

EXISTING BUILDING DATA
STORIES: 1, 2
PERMITTED FAR: PER 2040 GENERAL PLAN
MAX PERMITTED FAR:

PERMITTED HEIGHT:

PROPOSED FAR:

LOT AREA IN ACRES: 1.220+/- AC
032-151-130, 032-151-300
032-151-160, 032-151-320
PER 2040 GENERAL PLAN
PER 2040 GENERAL PLAN
PROPOSED HEIGHT:

ACCESSIBLE PARKING STALLS: 5
TANDEM PARKING SPACES: 4
COMPACT STALLS: 68
STANDARD STALLS: 103
TOTAL CAR PARKING SPACES: 180
(SEE SHEETS PK 2.0B AND PK 2.01 FOR RESIDENTIAL PARKING INFO) MOTORCYCLE PARKING: TBD
BICYCLE PARKING - 196 SPACES IN SECURE BIKE ROOM ON 1ST FLOOR 3,000 SF APRX

PROJECT DESCRIPTION
CONSTRUCTION OF A NEW 6-STORY RESIDENTIAL BUILDING
WITH BASEMENT. 181 UNITS ON FLOORS 1-6 WITH AMENITY

SPACES AND SHARED OUTDOOR SPACE FOR RESIDENTIAL USE
AT 2ND FLOOR COURT YARD AND AT 6TH FLOOR. PARKING FOR
APPROXIMATELY 186 VEHICLES AT BASEMENT AND 1ST FLOOR
LEVELS.

THE PROJECT IS 100% PRIVATELY FUNDED.

THE PROJECT WILL COMPLY WITH THE CITY OF SAN MATEO'S
PUBLIC ART REQUIREMENT BY PAYING AN IN-LIEU FEE.

STATE DENSITY DATA

THE PROJECT IS COMPLIANT UNDER THE CALIFORNIA STATE
DENSITY BONUS PROGRAM. SEE SUBMITTED APPLICATION.

PARKING DATA

SHEET INDEX
LOT COVERAGE:
76' - 0"
75' - 11-1/2"
75' - 11-1/2"
PROPOSED EXISTING UNITS TO REMAIN: 0
PROPOSED EXISTING UNITS REMOVED: 2 (R-3), 2 (B)
LAND USE: RESIDENTIAL MEDIUM II

LANDSCAPE AND OUTDOOR LIVING
TOTAL LANDSCAPE AREA: 12,859 SF
TOTAL OUTDOOR LIVING AREA:
(SEE AREA PLANS FOR ANALYSIS)
*SITE IS SPLIT ZONED - PARCEL 032-151-130 & 032-151-300 ARE WITHIN THE C3-2 ZONING DISTRICT, PARCELS 032-151-160 &
032-151-320 ARE WITHIN THE E2-1.5 ZONING DISTRICT.

BOTH E2-1.5 & C3-2 ZONING REGULATIONS APPLY TO THE SITE.

DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
02/09/2026
12" = 1'-0"
G 0.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

TITLE PAGE

AREAS BY FLOOR GROSS RESIDENTIAL AMENITY UTILITY PARKING CIRCULATION DRY UTILITY GIACALONE DESIGN SERVICES 5820 STONERIDGE MALL RD, SUITE 345, PLEASANTON, CA 94588 ARNOLD SAENZ JR (925) 989-4382 [email protected] PARKING WATRY DESIGN, INC 2099 GATEWAY PL #550, SAN JOSE, CA 95110 TAYLOR KIM (833) 917-7275 ext 2741 [email protected] TRASH MANAGEMENT AMERICAN TRASH MANAGEMENT 1900 POWELL ST, SUITE 220, EMERYVILLE, CA 94608 DAISY URBINA (971) 261-9979 [email protected] LANDSCAPE KNOT STUDIO 350 SE MILL ST, SUITE 02, PORTLAND, OR 97214 JULIA WARDEN (971) 865-5338 [email protected] CIVIL BKF ENGINEERS 1646 N CALIFORNIA BLVD, SUITE 400, WALNUT CREEK, CA 94596 KYLE CHRISTY (317) 752-3176 [email protected] SURVEY DEBOLT CIVIL ENGINEERING 480 SAN RAMON VALLEY BLVD, #L DANVILLE, CA 94526 EASTON C McALLISTER (925) 837-3780 ARCHITECTURE WINDER GIBSON ARCHITECTS 1898 MISSION ST, SAN FRANCISCO, CA 94103 GEOFF GIBSON (415) 577-5310 [email protected] CLIENT PROMETHEUS REAL ESTATE GROUP 1 NORTH B STREET, SUITE 400, SAN MATEO CA 94401 JONATHAN STONE (650) 931-3448 [email protected]

FIRM ADDRESS CONTACT PHONE EMAIL
BASEMENT 50012 SF
1ST FLOOR 49140 SF
2ND FLOOR 31272 SF
3RD FLOOR 32928 SF
4TH FLOOR 32934 SF
5TH FLOOR 32929 SF
6TH FLOOR 28811 SF
TOTALS 258025 SF
11537 SF
26153 SF
29954 SF
29955 SF
29961 SF
24855 SF
152415 SF
5283 SF
1983 SF
1478 SF
3952 SF
47446 SF
25002 SF
1088 SF
181 SF
182 SF
180 SF
180 SF
205 SF
8101 SF 6358 SF 72448 SF 18703 SF
835 SF
1ST FLOOR 14 8%
2ND FLOOR 31 17%
3RD FLOOR 35 19%
4TH FLOOR 35 19%
5TH FLOOR 35 19%
6TH FLOOR 31 17%
TOTALS 181 100%
UNIT MIX BY FLOOR ALL UNITS % BY FLOOR STUDIOS URBAN 1 BD 1 BEDROOM 2 BEDROOM 3 BEDROOM 1 1
1 1
1 4
9 1
1 1
1 3
15 15
15 15
16 79
2 8
11 11
11 9
52 RESIDENTIAL UNIT TYPE BREAKDOWN
UNIT TYPE COUNT % TYPE AREA ALLOCATED % AREA AVG SF MIN .. MAX SF BEDROOMS STUDIO 9 5.0% 5267 SF 3% 585 SF 533 ... 607 9
URBAN 1 BED 37 20.4% 25038 SF 16% 677 SF 614 ... 838 37 1 BEDROOM 79 43.6% 60548 SF 40% 766 SF 582 ... 954 79
2 BEDROOM 52 28.7% 55587 SF 36% 1069 SF 814 ... 1427 104 3 BEDROOM 4 2.2% 5975 SF 4% 1494 SF 1491 ... 1500 12
TOTALS 181 100.0% 152415 SF 100% 241
258,025 SF
3366 SF
2955 SF
2792 SF
2799 SF
2788 SF
2916 SF

3.86%
8 6
7 7
7 2
37 G 0.00 TITLE PAGE
G 0.01 (E) SITE PLAN AND PHOTOS
G 0.02 (N) SITE PLAN OVER SATELLITE IMAGE
G 0.03 SHADOW STUDIES - OVERALL
G 0.04 SHADOW STUDIES - 2ND FLOOR OPEN SPACE
G 0.05 SHADOW STUDIES - 6TH FLOOR OPEN SPACE
G 0.06 MATERIAL PALETTE
G 0.07 MATERIAL PALETTE
G 0.08 ODS DIAGRAMS
G 0.09 ODS DIAGRAMS
G 0.10 BMR UNIT LOCATIONS
11 T-1 PRELIMINARY BOUNDARY AND TOPOGRAPHIC SURVEY
MAP
TS-1 ALTA / NSPS LAND TITLE SURVEY
TS-2 ALTA / NSPS LAND TITLE SURVEY
3 C 1.0 TITLE SHEET
C 2.0 EXISTING CONDITIONS
C 3.0 VESTING TENTATIVE MAP
C 4.0 PRELIMINARY SITE PLAN
C 5.0 PRELIMINARY GRADING PLAN
C 6.0 PRELIMINARY UTILITY PLAN
C 7.0 PRELIMINARY STORMWATER CONTROL PLAN
7 1 OF 2 FIRE TRUCK TURNING EXHIBIT
2 OF 2 COMMERCIAL TRUCK TURNING EXHIBIT
2 L-101A LANDSCAPE PLAN LEVEL 1A
L-101B LANDSCAPE PLAN LEVEL 1B
L-102 LANDSCAPE PLAN LEVEL 2
L-106 LANDSCAPE PLAN LEVEL 6
L-112 PARKCREDIT EXHIBIT LEVEL 2
L-116 PARKCREDIT EXHIBIT LEVEL 6
L-151A PLANTING PLAN LEVEL 1A
L-151B PLANTING PLAN LEVEL 1B
L-152 PLANTING PLAN LEVEL 2
L-156 PLANTING PLAN LEVEL 6
L-157 PLANT PALETTE
L-158 PLANT PALETTE
L-159 WUCOLS REQUIREMENTS
L-301 SITE SECTIONS 1
14 A 0.00 CODE ANALYSIS
A 0.01 FAR AND LOT COVERAGE
A 0.02 AREA PLANS
A 0.03 OCCUPANCY AND EGRESS ANALYSIS
A 0.04 EGRESS ANALYSIS STAIR SECTIONS
A 0.05 FIRE SEPARATION DIAGRAMS
A 0.06 AREA OF EXTERIOR WALL OPENINGS BASED ON FSD
A 0.07 AREA OF EXTERIOR WALL OPENINGS BASED ON FSD
A 0.08 PLUMBING ANALYSIS
A 0.09 BUILDING A-ALLOWABLE AREA ANALYSIS
A 0.10 BUILDING B-ALLOWABLE AREA ANALYSIS
A 0.11 BUILDING C-ALLOWABLE AREA ANALYSIS
A 2.00 SITE PLAN
A 2.0B BASEMENT FLOOR PLAN
A 2.01 1ST FLOOR PLAN
A 2.02 2ND FLOOR PLAN
A 2.03 3RD FLOOR PLAN
A 2.04 4TH FLOOR PLAN
A 2.05 5TH FLOOR PLAN
A 2.06 6TH FLOOR PLAN
A 2.07 ROOF PLAN
A 3.00 BUILDING ELEVATIONS
A 3.01 BUILDING ELEVATIONS
A 3.02 BUILDING ELEVATIONS
A 3.50 LONGITUDINAL SECTIONS
A 3.60 TRANSVERSE SECTIONS
A 6.40 UNIT TYPES - ALL
A 6.50 UNIT TYPES S AND UA
A 6.51 UNIT TYPES UB AND UC
A 6.52 UNIT TYPES 1A1 AND 1A2
A 6.53 UNIT TYPES 1A3 AND 1B1
A 6.54 UNIT TYPES 1C1 AND 1C2
A 6.55 UNIT TYPES 1C3 AND 1C4
A 6.56 UNIT TYPES 2A1 AND 2A2
A 6.57 UNIT TYPES 2A3 AND 2B1
A 6.58 UNIT TYPES 2B2 AND 2B3
A 6.59 UNIT TYPES 2C1 AND 2C2
A 6.60 UNIT TYPES 2C3 AND 2C4
A 6.61 UNIT TYPES 2D AND 2E
A 6.62 UNIT TYPES 2F AND 2G
A 6.63 UNIT TYPES 2H AND 3A
A 6.B1 BATH TYPES 1 AND 2
A 6.K1 KITCHEN TYPES 1 AND 2
A 8.00 EXTERIOR DOOR AND WINDOW KEY PLANS
A 8.01 EXTERIOR WINDOW SCHEDULE
A 8.02 EXTERIOR DOOR SCHEDULE
A 8.03 EXTERIOR STOREFRONT SCHEDULE
A 9.00 AXONOMETRIC VIEWS
A 9.01 PROJECT VISUALIZATION
A 9.02 PROJECT VISUALIZATION
A 9.03 PROJECT VISUALIZATION
A 9.04 PROJECT VISUALIZATION
A 9.05 PROJECT VISUALIZATION
A 9.06 PROJECT VISUALIZATION
A 9.07 LANDSCAPE VISUALIZATION
A 9.08 LANDSCAPE VISUALIZATION
56 PK 2.00B BASEMENT LEVEL PARKING
PK 2.01 1ST LEVEL PARKING
2 BK 2.00 BIKE PARKING INFORMATION
1 TR0.1 1ST FLOOR PLAN
TR0.2 2ND FLOOR PLAN
TR1.0 TRASH COLLECTION AREA
TR 2.0 CHUTE DETAILS
4 E 2.00 EXTERIOR LIGHTING SPECIFICATIONS
E 2.01 EXTERIOR LIGHTING PLANS
E 2.02 EXTERIOR LIGHTING PLANS
E 2.03A LANDSCAPE LIGHTING PLAN LEVEL 1A
E 2.03B LANDSCAPE LIGHTING PLAN LEVEL 1B
E 2.04 LANDSCAPE LIGHTING PLAN LEVEL 2
E 2.05 LANDSCAPE LIGHTING PLAN LEVEL 6
7 TOTAL NUMBER OF SHEETS: 107
4 92.47%

RESIDENTIAL UNIT TYPE BREAKDOWN
UNIT TYPE COUNT % TYPE AREA ALLOCATED % AREA AVG SF MIN .. MAX SF BEDROOMS STUDIO 9 5.0% 5267 SF 3% 585 SF 533 ... 607 9
URBAN 1 BED 37 20.4% 25038 SF 16% 677 SF 614 ... 838 37 1 BEDROOM 79 43.6% 60548 SF 40% 766 SF 582 ... 954 79
2 BEDROOM 52 28.7% 55587 SF 36% 1069 SF 814 ... 1427 104 3 BEDROOM 4 2.2% 5975 SF 4% 1494 SF 1491 ... 1500 12
TOTALS 181 100.0% 152415 SF 100% 241

STATE STREET SAN MATEO DRIVE SAN MATEO DRIVE

CORNER OF SAN MATEO DRIVE & STATE STREET VILLA TERRACE CORNER OF SAN MATEO DRIVE & VILLA TERRACE

N SAN MATEO DR

STATE ST

VILLA TERRACE
PL
PL
PL PL

PL PL (E) SHORT-TERM RENTAL BUILDING

TO BE REMOVED
(E) VACANT PARKING LOT

COMMERCIAL

COMMERCIAL
2-UNIT RESIDENTIAL

RESIDENTIAL

OVERALL SITE WIDTH
339' - 0"
150' - 0" 184' - 4"
334' - 4"
146' - 8" 15' - 0" OVERALL SITE DEP
TH
165' - 1" 14
9'-
6"
16 6'-
3"

PARCEL A

PARCEL B
PL
PL
PL
PARCEL A3 PARCEL A2 PARCEL A1
(E) COMMERCIAL BUILDINGTO BE REMOVED
(E) COMMERCIAL BUILDINGTO BE REMOVED

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
G 0.01
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
(E) SITE PLAN AND PHOTOS
1/16" = 1'-0"
(E) SITE PLAN
397 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
G 0.02
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
(N) SITE PLAN OVERSATELLITE IMAGE
1/64" = 1'-0"
SITE PLAN OF 715 N SAN MATEO DR. OVER SATELLITE IMAGE

N SAN MATEO DR

VILLA TERRACE

STATE ST

HIGHLAND AVE
NORTH
398 of 833

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

SAN MATEO DRIVE

STATE ST

VILLA TERRACE

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
G 0.03
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

SHADOW STUDIES - OVERALL
1 WINTER SOLSTICE - 9AM 2 WINTER SOLSTICE - 11AM 3 WINTER SOLSTICE - 1PM 4 WINTER SOLSTICE - 3PM 5 WINTER SOLSTICE - 5PM6 SPRING/FALL EQUINOX - 9AM 7 SPRING/FALL EQUINOX - 11AM 8 SPRING/FALL EQUINOX - 1PM 9 SPRING/FALL EQUINOX - 3PM 10 SPRING/FALL EQUINOX - 5PM 11 SUMMER SOLSTICE - 9AM 12 SUMMER SOLSTICE - 11AM 13 SUMMER SOLSTICE - 1PM 14 SUMMER SOLSTICE - 3PM 15 SUMMER SOLSTICE - 5PM 399 of 833

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
G 0.04
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
SHADOW STUDIES - 2NDFLOOR OPEN SPACE
SUMMER SOLSTICE - 11AM - COURTYARD
SUMMER SOLSTICE (JUNE 20) 11AM - 5PMSUN/SHADE AT 2ND FLOOR SPRING/FALL EQUINOX (MAR 20)/SEPTEMBER EQUINOX (SEP 22)9AM - 5PMSUN/SHADE AT 2ND FLOOR SUMMER SOLSTICE - 12PM - COURTYARDSUMMER SOLSTICE - 1PM - COURTYARDSUMMER SOLSTICE - 2PM - COURTYARDSUMMER SOLSTICE - 3PM - COURTYARD SUMMER SOLSTICE - 4PM - COURTYARDSUMMER SOLSTICE - 5PM - COURTYARD MAR/SEP EQUINOX - 10AM - COURTYARD MAR/SEP EQUINOX - 11AM - COURTYARDMAR/SEP EQUINOX - 12PM - COURTYARDMAR/SEP EQUINOX - 1PM - COURTYARD MAR/SEP EQUINOX - 2PM - COURTYARDMAR/SEP EQUINOX - 3PM - COURTYARDMAR/SEP EQUINOX - 4PM - COURTYARDMAR/SEP EQUINOX - 5PM - COURTYARD MAR/SEP EQUINOX - 9AM - COURTYARD
SWIMMING POOL AREA 6% SHADED 2ND FLOOR TERRACE 94% SHADEDSWIMMING POOL AREA 3% SHADED 2ND FLOOR TERRACE 100% SHADED SWIMMING POOL AREA 4% SHADED 2ND FLOOR TERRACE 100% SHADED LEGEND

USABLE OUTDOOR SPACE
23% OF THE TOTAL USABLE OUTDOOR SPACE AREA IS UNSHADED BETWEEN 12PM & 2PM AT THE SPRING/FALL EQUINOX. (SEE G 0.05) 400 of 833

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
G 0.05
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
SHADOW STUDIES - 6THFLOOR OPEN SPACE
SUMMER SOLSTICE - 11AM
SUMMER SOLSTICE (JUNE 20) 11AM - 5PMSUN/SHADE AT 6TH FLOOR SPRING/FALLEQUINOX (MAR 20)/SEPTEMBER EQUINOX (SEP 22)9AM - 5PMSUN/SHADE AT 6TH FLOOR SUMMER SOLSTICE - 12PMSUMMER SOLSTICE - 1PMSUMMER SOLSTICE - 2PMSUMMER SOLSTICE - 3PM SUMMER SOLSTICE - 4PMSUMMER SOLSTICE - 5PM MAR/SEP EQUINOX - 10AM MAR/SEP EQUINOX - 11AMMAR/SEP EQUINOX - 12PMMAR/SEP EQUINOX - 1PM MAR/SEP EQUINOX - 2PMMAR/SEP EQUINOX - 3PMMAR/SEP EQUINOX - 4PMMAR/SEP EQUINOX - 5PM MAR/SEP EQUINOX - 9AM
6TH FLOOR SKY LOUNGE 32% SHADED
6TH FLOOR TERRACE
26% SHADED
6TH FLOOR SKY LOUNGE 31% SHADED
6TH FLOOR TERRACE
44% SHADED
6TH FLOOR SKY LOUNGE 26% SHADED
6TH FLOOR TERRACE
52% SHADED
SWIMMING POOL AREA 6% SHADED 2ND FLOOR TERRACE (SEE G 0.04) 94% SHADED
SWIMMING POOL AREA 3% SHADED 2ND FLOOR TERRACE (SEE G 0.04) 100% SHADED
SWIMMING POOL AREA 4% SHADED 2ND FLOOR TERRACE (SEE G0.04) 100% SHADED
LEGEND

USABLE OUTDOOR SPACE
23% OF THE TOTAL USABLE OUTDOOR SPACE AREA IS UNSHADED BETWEEN 12PM & 2PM AT THE SPRING/FALL EQUINOX. 401 of 833
1 7 3 8
10 8
2 5
7 2 6 3
2 3 1 6
5 10 8 2 6 8 1
1 STUCCO 2 THIN BRICK CLADDING 3 4 WOOD APPEARANCE CLADDING6 STUCCO 7 THIN BRICK CLADDING GALVANIZED & PAINTED STEEL

RAILINGS
8 BIRD-SAFE GLASS

RAILING/WINDSCREEN
9 5 VINYL RESIDENTIAL WINDOW &

DOOR SYSTEMS
10 COMMERCIAL GARAGE DOORS

COMMERCIAL STOREFRONT SYSTEMS
3 7
5 8
1 6
10 8
4 6 2 8
3 10 1 6 2
9 9
4 2 1
8 7 5
9 3 6
6 7 6
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
G 0.06
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

MATERIAL PALETTE
3/64" = 1'-0"

EAST ELEVATION - MATERIAL PALETTE
3/64" = 1'-0"

EAST ELEVATION - COURTYARD - MATERIAL PALETTE
3/64" = 1'-0"

SOUTH ELEVATION - MATERIAL PALETTE
3/64" = 1'-0"

NORTH ELEVATION - MATERIAL PALETTE

ALL MATERIALS AND FINISHES ARE SUBJECT TO SUBSTITUTION WITH SIMILAR DUE TO COST AND AVAILABILITY AT THE TIME OF CONSTRUCTION. 402 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
G 0.07
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

MATERIAL PALETTE
WOOD APPEARANCE CLADDINGMILLBOARD - SHADOW LINE+ - GOLDEN OAK 3

THIN BRICK CLADDING
H.C. MUDDOX - TULE FOG, WIRE CUT 2

THIN BRICK CLADDING
H.C. MUDDOX - EBONY, WIRE CUT 7
STUCCOTO MATCH: SHERWIN WILLIAMS - SHOJI WHITE, SW 7042 1 STUCCO
TO MATCH: SHERWIN WILLIAMS - GAUNTLET GRAY, SW 7019 6
PAINTED STEEL RAILINGS TO MATCH: SHERWIN WILLIAMS - TRICORN BLACK, SW 6258 5 8
10 ALL MATERIALS AND FINISHES ARE SUBJECT TO SUBSTITUTION WITH SIMILAR DUE TO COST AND AVAILABILITY AT THE TIME OF CONSTRUCTION.

RESIDENTIAL WINDOW/DOOR SYSTEMSVPI QUALITY WINDOWS - BLACKCOMMERCIAL STOREFRONT SYSTEMSVPI QUALITY WINDOWS - BLACK 403 of 833

CORNICE

METAL AWNING

CORNICE

OVERHANG

RECESSED ROOM
5 UNITS

RECESSED ROOMS
1 UNIT

RECESSED ROOM
1 UNIT

RECESSED ROOMS
1 UNIT

RECESSED ROOM
1 UNIT

RECESSED ROOM
5 UNITS

RECESSED ROOM
5 UNITS
2' - 0" TYP. CORNICE

OVERHANG
N SAN MATEO (EAST) FACADE80 TOTAL UNITS 48 UNITS WITH RECESSED ROOM/ROOMS 60% OF UNITS WITH RECESSED ROOM/ROOMS

RECESSED ROOM
1 UNIT

CORNICE

OVERHANG

RECESSED ROOM
5 UNITS

RECESSED ROOMS
3 UNITS

RECESSED ROOMS
1 UNIT
STATE ST (NORTH) FACADE18 TOTAL UNITS 9 UNITS WITH RECESSED ROOM/ROOM 50% OF UNITS WITH RECESSED ROOM/ROOMS

CORNICE

AWNING OVERHANG
VILLA TERRACE(SOUTH) FACADE13 TOTAL UNITS 5 UNITS WITH RECESSED ROOM/ROOMS 38.5% OF UNITS WITH RECESSED ROOM/ROOMS

RECESSED ROOMS
1 UNIT

RECESSED ROOM
1 UNIT

4.1.2 ARTICULATION DETAILSCITY OF SAN MATEO | OBJECTIVE DESIGN STANDARDS SUMMARY - % OF UNITS WITH RECESSED ROOMSN SAN MATEO (EAST) FACADE60% / 48 UNITSVILLA TERRACE (SOUTH) FACADE38.5% / 5 UNITSSTATE ST (NORTH) FACADE50% / 9 UNITSLEGEND A. ARCHITECTURAL PROJECTSIONS NOTED IN PURPLE

RECESSED ROOMUNIT DEMISING WALL
E. RECESSED ROOMS NOTED IN ELEVATION AND TYP. FLOOR PLANS:
5' - 2" RECESS TYP.

RECESSED BEDROOM

RECESSED BEDROOM RECESSED

BEDROOM

RECESSED BEDROOM RECESSED

BEDROOM
2' - 0"
4' - 8"

RECESSED BEDROOM RECESSED KITCHEN/LIVING/DINING
RECESSED 4' - 8" BEDROOM
3' - 11"
6' - 0" RECESS TYP.

RECESSED LIVING ROOM

RECESSED BEDROOM

RECESSED LIVING ROOM

RECESSED BEDROOM

RECESSED LIVING ROOM RECESSED

LIVING ROOM
1' - 9"

RECESSED

KITCHEN/LIVING/
DINING

RECESSED

KITCHEN/LIVING/
DINING

METAL AWNING ABOVE
7' - 10"

OVERHANG ABOVE

OVERHANG ABOVE
4' - 10"

4.1.3 BUILDING MATERIALS & COLORCITY OF SAN MATEO | OBJECTIVE DESIGN STANDARDS LEGEND

CREAM STUCCOGREY STUCCOCREAM THIN BRICK CLADDINGGREY THIN BRICK CLADDINGWOOD APPEARANCE CLADDING

REVEAL AT MATERIAL
CHANGE TYP.

BANDING AT MATERIAL CHANGE

PLANE CHANGE AT

MATERIAL CHANGE
TYP.

CREAM STUCCO
42% OF EAST FACADE

GREY STUCCO
17% OF EAST FACADE

WOOD-LOOK SIDING
10% OF EAST FACADE

CREAM BRICK
14% OF EAST FACADE

GREY BRICK
17% OF EAST FACADE

PLANE CHANGE AT

MATERIAL CHANGE,
TYP.
3' - 6"
TYP.

BLACK PAINTED STEEL
RAILINGS, TYP.

SLATS TO BE AT LEAST
50% VISUALLY OPEN
BLACK PAINTED STEEL RAILINGS, TYP.

SLATS TO BE AT LEAST 50% VISUALLY OPEN
3' - 6"
TYP.

REVEAL AT MATERIAL CHANGE TYP.

BANDING AT

MATERIAL CHANGE

PLANE CHANGE AT MATERIAL CHANGE

CREAM STUCCO
44% OF NORTH FACADE

GREY STUCCO
CREAM BRICK 21% OF NORTH FACADE
21% OF NORTH FACADE

GREY BRICK
14% OF NORTH FACADE

PLANE CHANGE AT MATERIAL CHANGE

REVEAL AT MATERIAL
CHANGE TYP.

BANDING AT MATERIAL CHANGE

PLANE CHANGE AT

MATERIAL CHANGE
TYP.

CREAM STUCCO
42% OF SOUTH FACADE

GREY STUCCO
24% OF SOUTH FACADE

WOOD-LOOK SIDING
10% OF SOUTH FACADE

CREAM BRICK
24% OF SOUTH FACADE

4.1.6 MASSING BREAKS -MID-RISE BUILDINGSCITY OF SAN MATEO | OBJECTIVE DESIGN STANDARDS LEGEND3. SPECIAL TREATMENTS AT BUILDING CORNER NOTED IN PURPLE

N SAN MATEO DR

VILLA TERRACE

MATERIAL CHANGE

MATERIAL
CHANGE
RECESS

BANDING DETAIL

BANDING
DETAIL

RECESSED
CORNER

BALCONIES

STATE ST N SAN MATEO DR

MATERIAL
CHANGE
RECESS

MATERIAL CHANGE

BANDING DETAIL

RECESSED CORNER BALCONIES
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
G 0.08
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

ODS DIAGRAMS
1" = 20'-0"

N SAN MATEO (EAST) ELEVATION - RECESSED ROOMS
1" = 20'-0"

STATE ST (NORTH) ELEVATION - RECESSED ROOMS
1" = 20'-0"

VILLA TERRACE (SOUTH) ELEVATION - RECESSED ROOMS
1" = 20'-0"

TYPICAL FLOOR PLAN - EAST ELEVATION
1" = 20'-0"
1ST FLOOR PLAN - EAST ELEVATION
1" = 30'-0"

N SAN MATEO (EAST) ELEVATION - MATERIAL & COLOR
1" = 30'-0"

STATE ST (NORTH) ELEVATION - MATERIAL & COLOR
1" = 30'-0"

VILLA TERRACE (SOUTH) ELEVATION - MATERIAL AND COLOR

VILLA TERRACE & N SAN MATEO DR - NE AXONSTATE ST & N SAN MATEO DR - NW AXON 404 of 833

4.1.6 MASSING BREAKS -
MID-RISE BUILDINGSCITY OF SAN MATEO | OBJECTIVE DESIGN STANDARDS SUMMARY N SAN MATEO (EAST) FACADE10 MAIN SEGMENTS OVER 337' - 5"33'- 9" AVERAGE MAIN SEGMENT LENGTHVILLA TERRACE (SOUTH) FACADE6 MAIN SEGMENTS OVER 122' - 2"20'- 4" AVERAGE MAIN SEGMENT LENGTHSTATE ST (NORTH) FACADE5 MAIN SEGMENTS OVER 136' - 8"26'- 9" AVERAGE MAIN SEGMENT LENGTHLEGEND MAIN BUILDING SEGMENTBUILDING SUBSEGMENT*DUE TO THE LENGTH OF EAST FACADE (337' - 5") SUBSEGMENTS ARE INTRODUCED TO FURTHER ARTICULATE MAIN BUILDING SEGMENTS

SEGMENT C
57' - 0"
VARIATIONS:

SEGMENT A TO BMATERIAL CHANGEEXCLUSION OF BANDING4'-0" WALL OFFSET 9'-6" HEIGHT CHANGE

SEGMENT D
50' - 1"

SEGMENT E
82' - 3"

OVERALL BUILDING WIDTH
337' - 5"

SEGMENT G
46' - 9"

SEGMENT F
20' - 0"
VARIATIONS:

SEGMENT C TO DMATERIAL CHANGEEXCLUSION OF BANDING1'-2" WALL OFFSET 9'-6" HEIGHT CHANGE 2' - 0"
VARIATIONS:

SEGMENT D TO EMATERIAL CHANGECHANGE TO CORNICE3'-2" WALL OFFSET 11'-0" HEIGHT CHANGE 3' - 6"
VARIATIONS:

SEGMENT E TO FMATERIAL CHANGEEXCLUSION OF CORNICE5'-1" WALL OFFSET 3'-6" HEIGHT CHANGE 3' - 6"
2' - 0"
VARIATIONS:

SEGMENT F TO GMATERIAL CHANGECHANGE TO CORNICE5'-1" WALL OFFSET 2'-0" HEIGHT CHANGE VARIATIONS:

SEGMENT G TO HMATERIAL CHANGEEXCLUSION OF CORNICE3'-11" WALL OFFSET 0'-6" HEIGHT CHANGE 6" 13' - 0"
9' - 6"
11' - 0"
2' - 0"
9' - 6"

SEGMENT A
35' - 10"

SEGMENT B
3' - 1"

SEGMENT H
7' - 5"

SEGMENT I
25' - 6"

SEGMENT J
9' - 8"

SUBSEGMENT A
9' - 0"

SUBSEGMENT B
9' - 0"

SUBSEGMENT C
7' - 10"

SUBSEGMENT D
9' - 0"

SUBSEGMENT E
9' - 0"

SUBSEGMENT F
9' - 0"

SUBSEGMENT G
35' - 10" 3' - 1" 10' - 5" 19' - 2" 9' - 5" 17' - 7" 24' - 9" 13' - 11" 14' - 1" 14' - 0" 13' - 3" 20' - 1" 13' - 2" 9' - 5" 24' - 0" 7' - 5" 25' - 6" 9' - 8" VARIATIONS:

SEGMENT B TO CMATERIAL CHANGECHANGE TO CORNICE2'-0" WALL OFFSET 2'-0" HEIGHT CHANGE VARIATIONS:

SEGMENT H TO IMATERIAL CHANGECHANGE TO SIMPLE BAND1'-9" WALL OFFSET 13'-0" HEIGHT CHANGE VARIATIONS:

SEGMENT I TO JMATERIAL CHANGEINCLUSION OF SIMPLE BAND1'-2" WALL OFFSET 3'-6" HEIGHT CHANGE 3' - 6"

PEDESTRIAN

ENTRANCE
1' - 2" 3' - 2" 1' - 9"
LINE OF WALL AT 6TH FLOOR
4' - 0"
LINE OF WALL AT 6TH FLOOR
5' - 8"
LINE OF WALL AT 6TH FLOOR
5' - 2" 1' - 0" 5' - 1" 5' - 1" 6' - 3"
10' - 5"
4' - 5" 5' - 2" 5' - 2" 5' - 2" 5' - 1"

WALL PLANE OFFSET,

MAIN SEGMENTS

WALL PLANE OFFSET,

SUBSEGMENTS
2' - 0" 3' - 11" 1' - 2"

SEGMENT C
35' - 0"

BUILDING SEGMENT D
30' - 9"

BUILDING SEGMENT E
34' - 3"

OVERALL BUILDING WIDTH
136' - 8"
VARIATIONS:

SEGMENT A TO BMATERIAL CHANGEEXCLUSION OF BANDING 2'-1" WALL OFFSET 9'-2" HEIGHT CHANGE 9' - 2"
VARIATIONS:

SEGMENT C TO DMATERIAL CHANGEEXCLUSION OF BANDING2'-10" WALL OFFSET 10'-6" HEIGHT CHANGE 10' - 6"
VARIATIONS:

SEGMENT D TO EMATERIAL CHANGECHANGE TO SIMPLE BANDING2'-10" WALL OFFSET 1'-0" HEIGHT CHANGE 1' - 0"

SEGMENT A
31' - 4"

SEGMENT B
5' - 5"

SUBSEGMENT A
31' - 4" 5' - 5" 1' - 5" 9' - 0" 24' - 7" 30' - 9" 34' - 3" VARIATIONS:

SEGMENT B TO CMATERIAL CHANGEINCLUSION OF BANDING 2'-1" WALL OFFSET 0'-6" HEIGHT CHANGE 6"

PEDESTRIAN

ENTRANCE
LINE OF WALL AT 6TH FLOOR
2' - 1" 2' - 10" 2' - 10" 5' - 7"
LINE OF WALL AT 6TH FLOOR
5' - 0"
16' - 8"
5' - 0" 2' - 1"

SEGMENT B
10' - 0"

SEGMENT C
30' - 0"

SEGMENT D
6' - 3"

SEGMENT E
35' - 8"

SUBSEGMENT A
40' - 4" 32' - 9" 10' - 0" 30' - 0" 6' - 3" 4' - 8" 16' - 1" 14' - 11"

BUILDING WIDTH
40' - 4"

BUILDING WIDTH
81' - 10"
VARIATIONS:

SEGMENT A TO BMATERIAL CHANGEINCLUSION OF SIMPLE BAND2'-1" WALL OFFSET 11'-0" HEIGHT CHANGE

SEGMENT A
40' - 4"
11' - 0"
VARIATIONS:

SEGMENT B TO CMATERIAL CHANGEINCLUSION OF SIMPLE BAND71'-10" WALL OFFSET 2'-0" HEIGHT CHANGE 2' - 0"
VARIATIONS:

SEGMENT C TO DMATERIAL CHANGEEXCLUSION OF SIMPLE BAND5'-0" WALL OFFSET 1'-6" HEIGHT CHANGE 1' - 6"
VARIATIONS:

SEGMENT D TO EMATERIAL CHANGEINCLUSION OF SIMPLE BAND8'-5" WALL OFFSET 7'-6" HEIGHT CHANGE 7' - 6"

PEDESTRIAN

ENTRANCE
5' - 0" 8' - 5" 1' - 0"
10' - 7"
71' - 10" 73' - 11"
LINE OF WALL AT 6TH FLOOR
8' - 5"
2' - 1"
326' - 10"
3-DIMENSIONAL PILASTERS FOR WALL PLANE VARIATION
21' - 5" 127' - 5" 178' - 0"
NOTE: REAR ELEVATION IS NOT A STREET FRONTAGE FACADE

TRAILING FLORA FOR VERTICAL WALL PLANE MASSING VARIATION 3-DIMENSIONAL

PILASTERS FOR WALL

PLANE VARIATION

TRAILING FLORA FOR

VERTICAL WALL PLANE

MASSING VARIATION
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
G 0.09
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

ODS DIAGRAMS
1" = 20'-0"

N SAN MATEO (EAST) ELEVATION - FLAT PLANE VARIATION
1" = 20'-0"

STATE ST (NORTH) ELEVATION - FLAT PLANE VARIATION
1" = 20'-0"

VILLA TERRACE (SOUTH) ELEVATION - FLAT PLANE VARIATION
1" = 20'-0"

WEST (REAR) ELEVATION
405 of 833
1237 SF
2 BEDROOM
942 SF
533 SF 1 BEDROOM
STUDIO
634 SF
URBAN 1 BED
708 SF
1 BEDROOM
740 SF
1 BEDROOM
965 SF
2 BEDROOM
673 SF
URBAN 1 BED
755 SF
1 BEDROOM
1101 SF
2 BEDROOM
699 SF
1 BEDROOM
757 SF
1 BEDROOM
961 SF
2 BEDROOM
673 SF
URBAN 1 BED 767 SF
1 BEDROOM
977 SF
2 BEDROOM
1177 SF
2 BEDROOM
742 SF
1 BEDROOM
669 SF
URBAN 1 BED

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1" = 40'-0"
G 0.10
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BMR UNIT LOCATIONS
1" = 40'-0"
BMR UNIT LOCATIONS - 1ST FLOOR
1" = 40'-0"
BMR UNIT LOCATIONS - 2ND FLOOR
1" = 40'-0"
BMR UNIT LOCATIONS - 3RD FLOOR
1" = 40'-0"
BMR UNIT LOCATIONS - 6TH FLOOR
1" = 40'-0"
BMR UNIT LOCATIONS - 4TH FLOOR
1" = 40'-0"
BMR UNIT LOCATIONS - 5TH FLOOR

BMR UNIT COUNT

UNIT TYPE BEDROOMS COUNT
STUDIO 1 52 BEDROOM 2 61 BEDROOM 1 8TOTAL: 19
INTERIOR FINISHES AND AMENITIES OF BMR UNITS WILL EQUAL THAT OF THE MARKET RATE UNITSBMR UNITS WILL HAVE THE SAME ACCESS AND ENJOYMENTOF COMMON SPACE, PARKING, STORAGE, AND OTHER FACILITIESIN THE RESIDENTIAL PROJECT.

ALL BMR UNITS SHALL BE RESERVED FOR OCCUPANCY
BY VERY LOW INCOME HOUSEHOLDS.

BMR UNIT LOCATIONS
406 of 833
407 of 833
408 of 833
409 of 833
C1.0

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
11/03/2025
20241881
BN
12-31-27

TITLE SHEET
OCTOBER 9, 2025410 of 833

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
11/03/2025
20241881
BN
12-31-27
C2.0

EXISTING CONDITIONS
411 of 833

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
11/03/2025
20241881
BN
12-31-27
C3.0

VESTING TENTATIVE PARCEL
MAP
412 of 833

CORRIDOR

CORRIDOR
ELEV 1
202 SF
FIRE

COMMAND
536 SF

MAIL/PACKAGE
1046 SF
LOBBY
921 SF

COWORKING
816 SF

ND/LEASING
25001 SF
ELEV 2 PARKING
1574 SF

BIKE PARKING
945 SF

TRASH ROOM
175 SF
MUDDY
PAWS
250 SF

POOL EQUIPMENT
1086 SF

MAINTENANCE
656 SF
1 BEDROOM
TYPE: 1C4
668 SF
URBAN 1 BED
TYPE: UA
838 SF
URBAN 1 BED
TYPE: UC
942 SF
1 BEDROOM
TYPE: 1A2
954 SF
1 BEDROOM
TYPE: 1A2
773 SF
URBAN 1 BED
TYPE: UB
753 SF
URBAN 1 BED
TYPE: UA
735 SFURBAN 1 BED
TYPE: UA
741 SF
URBAN 1 BED
TYPE: UA
1427 SF
2 BEDROOM
TYPE: 2G
667 SF
URBAN 1 BED
TYPE: UA614 SF
URBAN 1 BED
TYPE: UA
1237 SF
2 BEDROOMTYPE: 2D
66 SF
IDF
STAIR 2
STAIR 1
533 SFSTUDIOTYPE: SB

ELECTRIC

CORRIDOR
MPOE
1325 SF

ELECTRICELECTRIC
193 SF

RESTROOMS

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
11/03/2025
20241881
BN
12-31-27
C4.0

PRELIMINARY SITE PLAN
413 of 833

CORRIDOR

CORRIDOR
ELEV 1
202 SF
FIRE

COMMAND
536 SF

MAIL/PACKAGE
1046 SF
LOBBY
921 SF

COWORKING
816 SF

ND/LEASING
25001 SF
ELEV 2 PARKING
1574 SF

BIKE PARKING
945 SF

TRASH ROOM
175 SF
MUDDY
PAWS
250 SF

POOL EQUIPMENT
1086 SF

MAINTENANCE
656 SF
1 BEDROOM
TYPE: 1C4
668 SF
URBAN 1 BED
TYPE: UA
838 SFURBAN 1 BED
TYPE: UC
942 SF
1 BEDROOM
TYPE: 1A2
954 SF
1 BEDROOM
TYPE: 1A2
773 SF
URBAN 1 BED
TYPE: UB
753 SF
URBAN 1 BED
TYPE: UA
735 SF
URBAN 1 BED
TYPE: UA
741 SF
URBAN 1 BED
TYPE: UA
1427 SF
2 BEDROOMTYPE: 2G
667 SF
URBAN 1 BED
TYPE: UA
614 SF
URBAN 1 BED
TYPE: UA
1237 SF
2 BEDROOMTYPE: 2D
66 SF
IDF
STAIR 2
STAIR 1
533 SFSTUDIOTYPE: SB

ELECTRIC

CORRIDOR
MPOE
1325 SF

ELECTRICELECTRIC
193 SF

RESTROOMS

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
11/03/2025
20241881
BN
12-31-27
C5.0

PRELIMINARY GRADING PLAN
RESPONSIBILITY TO INDEPENDENTLY ESTIMATEAPPROXIMATE. IT SHALL BE THE CONTRACTOR'SNOTE: EARTHWORK QUANTITIES SHOWN ARE

EARTH WORK QUANTITIES
FILL (ON & OFF SITE):CUT (ON & OFF SITE):

QUANTITIES FOR HIS/HER OWN USE.
200 CY
21,932 CY
NET (ON & OFF SITE): 21,732 CY (EXPORT)
414 of 833

CORRIDOR

CORRIDOR
ELEV 1
202 SF
FIRE

COMMAND
536 SF

MAIL/PACKAGE
1046 SF
LOBBY
921 SF

COWORKING
816 SF

ND/LEASING
25001 SF
ELEV 2 PARKING
1574 SF

BIKE PARKING
945 SF

TRASH ROOM
175 SF
MUDDY
PAWS
250 SF

POOL EQUIPMENT
1086 SF

MAINTENANCE
656 SF
1 BEDROOM
TYPE: 1C4
668 SF
URBAN 1 BED
TYPE: UA
838 SFURBAN 1 BED
TYPE: UC
942 SF
1 BEDROOM
TYPE: 1A2
954 SF
1 BEDROOM
TYPE: 1A2
773 SF
URBAN 1 BED
TYPE: UB
753 SF
URBAN 1 BED
TYPE: UA
735 SF
URBAN 1 BED
TYPE: UA
741 SF
URBAN 1 BED
TYPE: UA
1427 SF
2 BEDROOMTYPE: 2G
667 SF
URBAN 1 BED
TYPE: UA
614 SF
URBAN 1 BED
TYPE: UA
1237 SF
2 BEDROOMTYPE: 2D
66 SF
IDF
STAIR 2
STAIR 1
533 SFSTUDIOTYPE: SB

ELECTRIC

CORRIDOR
MPOE
1325 SF

ELECTRICELECTRIC
193 SF

RESTROOMS

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
11/03/2025
20241881
BN
12-31-27
C6.0

PRELIMINARY UTILITY PLAN
415 of 833
DN
1034 SF
2 BEDROOMTYPE: 2A2
606 SF
STUDIO
TYPE: S 588 SF
1 BEDROOM
TYPE: 1C1
743 SF
1 BEDROOM
TYPE: 1A2
857 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
857 SF
1 BEDROOM
TYPE: 1A2
708 SF
1 BEDROOM
TYPE: 1C2 685 SF
URBAN 1 BED
TYPE: UB 634 SF
URBAN 1 BED
TYPE: UB
731 SF
1 BEDROOM
TYPE: 1A2
1108 SF
2 BEDROOMTYPE: 2A1
742 SF
1 BEDROOM
TYPE: 1A2
1983 SF

AMENITY/GYM
1184 SF
2 BEDROOM
TYPE: 2C3
767 SF
1 BEDROOM
TYPE: 1A1
740 SF
1 BEDROOM
TYPE: 1A1
757 SF
1 BEDROOM
TYPE: 1A1
756 SF
1 BEDROOM
TYPE: 1A1
755 SF
1 BEDROOM
TYPE: 1A1
877 SF
1 BEDROOM
TYPE: 1A1
672 SF
URBAN 1 BED
TYPE: UB
672 SF
URBAN 1 BED
TYPE: UB

CORRIDOR
ELEV 1
26 SF
IDF
1500 SF
3 BEDROOMTYPE: 3A
977 SF2 BEDROOMTYPE: 2C1
965 SF2 BEDROOMTYPE: 2C1
703 SF
1 BEDROOM
TYPE: 1B1
1148 SF
2 BEDROOMTYPE: 2B2
1092 SF
2 BEDROOM
TYPE: 2C4
1066 SF
2 BEDROOMTYPE: 2B3
690 SF
URBAN 1 BED
TYPE: UB
STAIR 2
672 SF
URBAN 1 BED
TYPE: UB
101 SF

TRASH RM W/ CHUTE
55 SF
IDF ELEV 2
STAIR 3
STAIR 1 A-1
A-2 A-3 A-4 A-5
A-6
A-7
A-6
A-8
A-9
A-10
A-11
A-14a
A-14b
A-13a
A-13a
A-12
FT-1 FT-2 FT-3 FT-4 FT-5
MF-11
FT-10
FT-9 FT-7 FT-8
MF-6
BB-13
BB-14
A-13b
A-14a A-14b
A-#
BB-#
FT-#
MF-#

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
11/03/2025
20241881
BN
12-31-27
C7.0

PRELIMINARY STORMWATER

CONTROL PLAN
416 of
833

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
09/15/2025
20241881
BN
12-31-27
1 of 2

FIRE TRUCK TURNINGEXHIBIT
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PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103 715 N SAN MATEO DR 715 N San Mateo Drive, San Mateo, CA 94401

DESIGN REVIEW
09/15/2025
20241881
BN
12-31-27
2 of 2

COMMERCIAL TRUCK

TURNING EXHIBIT
418 of 833
MATERIALS SCHEDULE SITE MATERIALS SYM CALL OUT MATERIAL REFERENCE SPECIFICATION CONCRETE PAVING SEE CIVIL CONCRETE UNIT PAVERS CONCRETE STAIRS PLANTING AREA M-01 M-02 M-03 M-04 SITE FURNITURE SYM CALL OUT MATERIAL REFERENCE SPECIFICATION BIKE RACK TREE GRATE F-01 F-02UNIT TYPE # OF UNITS SPACE PER UNIT BIKE SPACE REQUIRED STUDIO 9 0.05 0.45 1 BEDROOM 116 0.05 5.8 2 BEDROOM 52 0.10 5.2 3 BEDROOM 4 0.15 0.6 TOTAL 181 12.05 BIKE PARKING REQUIRED COUNT UNIT TYPE # OF RACKS SPACE PER RACK BIKE SPACE # SINGLE BIKE RACK 6 1 6 DOUBLE BIKE RACK 3 2 6 TOTAL BIKE PARKING 9 12 BIKE PARKING PROVIDED COUNT SITE FURNITURE SYM CALL OUT MATERIAL REFERENCE SPECIFICATION S-01 FENCING V V V V STATE ST N SAN MATEO M-02 M-01 M-04 M-02 M-01 M-04 TYP. TYP. TYP. TYP. TYP. TYP. TYP. M-03 4 L-301 1 L-301 2 L-301 CURB RAMP, PER CIVIL CURB RAMP, PER CIVIL RAILING AND GATES, PER ARCH ROOT ZONE OF EXISTING TREE ROOT ZONE OF EXISTING TREE 3 L-301 S-01 PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25 L-101A LANDSCAPE PLAN LEVEL 1A SEE SHEET L-101B
419 of 833
MATERIALS SCHEDULE SITE MATERIALS SYM CALL OUT MATERIAL REFERENCE SPECIFICATION CONCRETE PAVING SEE CIVIL CONCRETE UNIT PAVERS CONCRETE STAIRS PLANTING AREA M-01 M-02 M-03 M-04 SITE FURNITURE SYM CALL OUT MATERIAL REFERENCE SPECIFICATION BIKE RACK TREE GRATE F-01 F-02UNIT TYPE # OF UNITS SPACE PER UNIT BIKE SPACE REQUIRED STUDIO 9 0.05 0.45 1 BEDROOM 116 0.05 5.8 2 BEDROOM 52 0.10 5.2 3 BEDROOM 4 0.15 0.6 TOTAL 181 12.05 BIKE PARKING REQUIRED COUNT UNIT TYPE # OF RACKS SPACE PER RACK BIKE SPACE # SINGLE BIKE RACK 6 1 6 DOUBLE BIKE RACK 3 2 6 TOTAL BIKE PARKING 9 12 BIKE PARKING PROVIDED COUNT SITE FURNITURE SYM CALL OUT MATERIAL REFERENCE SPECIFICATION S-01 FENCING

RAMP DN
VILLA TERRACE N SAN MATEO M-01 M-04 F-01 F-02 M-01 M-02 TYP. SINGLE TYP. TYP. TYP. TYP. M-03 TYP. 5 L-301 CURB RAMP, PER CIVIL RAILING AND GATES, PER ARCH M-03 TYP. F-01 SINGLE F-01 DOUBLE 6'-0" O.C. 6'-0" O.C. 6'-0" TYP. 2'-6"
TYP.
2'-6"
TYP. F-01 SINGLE PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25 L-101B LANDSCAPE PLAN LEVEL 1B SEE SHEET L-101A
420 of 833
DN M-01 TYP. M-06 TYP. M-02 TYP. M-07 TYP. M-05 TYP. M-01 TYP. S-08 S-09 S-04 F-03 TYP. M-05 TYP. M-01 TYP. M-07 TYP. S-01 TYP. S-05 S-02 TYP. S-01 TYP. M-02 TYP. M-03 TYP. TYP. S-03 TYP. S-06 S-05 S-07 F-04 F-02 TYP. F-01 S-05 S-05 S-05 S-05 MATERIALS SCHEDULE SITE MATERIALS SYM CALL OUT MATERIAL REFERENCE SPECIFICATION CONCRETE UNIT PAVER GRAVEL PAVING- TYPE 1 GRAVEL PAVING- TYPE 2 GRAVEL PAVING- TYPE 3 SPECIALTY PAVING STEEL RUNNELS PLANTING AREA M-01 M-02 M-03 M-04 M-05 M-06 M-07 SITE STRUCTURES SYM CALL OUT MATERIAL REFERENCE SPECIFICATION CONCRETE WALL- STORMWATER PLANTER - TYPE 1 SPECIALTY WALL- TYPE 1 SPECIALTY WALL- TYPE 2 POOL FENCING (5' HT) PRIVACY SCREEN TRELLIS FIRE PLACE POOL SPA S-01 S-02 S-03 S-04 S-05 S-06 S-07 S-08 S-09 GENERAL NOTES 1. ALL SITE FURNISHING IS DIAGRAMMATIC. FURNISHING TO BE SELECTED LATER. SITE FURNITURE SYM CALL OUT MATERIAL REFERENCE SPECIFICATION RAISED VEGETABLE PLANTER COMPOST BIN WASTE RECEPTACLE WORK BENCH F-01 F-02 F-03 F-04 PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-102 LANDSCAPE PLAN LEVEL 2 421 of 833 F-03 TYP. F-02 M-01 S-01 TYP. F-01 M-04 TYP. S-02 S-04 F-06 F-07 F-08 F-05 F-01 S-03 M-03 M-04 F-04 TYP. S-03 M-02 TYP. MATERIALS SCHEDULE SITE MATERIALS SYM CALL OUT MATERIAL REFERENCE SPECIFICATION CONCRETE UNIT PAVER GRAVEL PAVING- TYPE 3 WOOD DECKING PLANTING AREA M-01 SITE STRUCTURES SYM CALL OUT MATERIAL REFERENCE SPECIFICATION STEEL PLANTER FIRE PLACE SCREEN WALL SHADE STRUCTURE S-01 M-02 M-03 M-04 S-02 S-03 S-04 GENERAL NOTES 1. ALL SITE FURNISHINGS NOT SHOWN ABOVE ARE DIAGRAMMATIC. FURNISHING TO BE SELECTED LATER. SITE FURNITURE SYM CALL OUT MATERIAL REFERENCE SPECIFICATION BARBEQUE COUNTER FIRE TABLE PLANTER POT RAISED VEGETABLE PLANTER COMPOST BIN WASTE RECEPTACLE WORK BENCH GARDEN SHED F-01 F-02 F-03 F-04 F-05 F-06 F-07 F-08 PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-106 LANDSCAPE PLAN LEVEL 6 422 of 833 PARK SPACE SUMMARY SYM FACILITY TYPE AREA PROVIDED (SF) MAX ALLOWABLE AREA (SF) FINAL CALCULATED AREA NOTES OUTDOOR SEATING AREA 1,287 1267* 1267 See G0.04 and G0.05 for sun/shade studies. OUTDOOR EATING AREA 782 724* 724 See G0.04 and G0.05 for sun/shade studies. SWIMMING POOL AREA 3187 NONE 3187 POOL AREA=1288 SF RECREATIONAL BUILDING/ROOM 3547 NONE 3547 See architectural drawings. GARDEN PLOTS 877 2715* 877 See G0.04 and G0.05 for sun/shade studies. OUTDOOR TABLE TENNIS 187 3 TABLES 187 TOTAL 9789 *MAXIMUM AREAS BASED ON 181 UNITS MINIMUM PARK SPACE NEEDED: 8,233 sf PARK SPACE PROVIDED: 9,789 sf SWIMMING POOL AREA 1. POOL IS TOTALLY FENCED. 2. POOL DECK IS INCLUDED AT NO MORE THAN 2 X THE WATER SURFACE AREA. 3. ACTUAL POOL WATER DIMENSION IS NOT LESS THAN 15’ IN SMALLEST HORIZONTAL DIMENSION. POOL DECK INCLUDES THE SPA AREA. RECREATION BUILDING 1. SIZE INCLUDES HALLWAY, STORAGE, LOCKER AND RESTROOM FACILITIES THAT SERVE NO OTHER USE THAN RECREATION PURPOSES THAT TAKE PLACE WITHIN THE ROOM AT NO MORE THAN .5 X ACTUAL ACTIVITY SPACE. 2. ACTIVITY SPACE IS NOT LESS THAN 20’ IN SMALLEST DIMENSION AND AT LEAST 25% OR 250 SQUARE FEET OF THIS SPACE WHICHEVER IS GREATER IS PROVIDED WITH APPROVED EXERCISE EQUIPMENT. 3. SEE ARCHITECTURAL FLOOR PLANS FOR OVERALL RECREATION BUILDING SPACE LAYOUT AND ALLOCATION OF RESOURCES. OUTDOOR EATING AREA 1. AREA CONSISTS OF EATING TABLES INCLUDING SEATS, GRILLS, POTABLE WATER (SINKS) , TRASH/RECYCLING FEATURES BUILD INTO CABINETRY, AND CIRCULATION AREA. 2. OF AT LEAST 1 SQUARE FOOT PLUS 1 SF PER 10 EATING TABLE SEATS, TRASH AND RECYCLING CONTAINERS AND POTABLE WATER FOR EACH AREA. 3. GRILLING DOES NOT REQUIRE A COAL BIN. 4. ALL FEATURES ARE FIXED IN PLACE. 5. ALL TABLES ARE WITHIN 50’ OF GRILLING AREA & NOT SEPARATED BY GATES. 6. AT LEAST 50% OF THE EATING TABLES ARE DESIGNED TO INCLUDE PROVISIONS FOR SUN PROTECTION (BUILDINGS AND SHADE TRELLIS). SEE SHEET G0.05 FOR SHADE STUDY. OUTDOOR SEATING AREA 1. SEATING AREA INCLUDES SEAT WALLS, FIXED CHAIRS AND FIXED LOUNGERS. NO PICNIC TABLES ARE PROVIDED. 2. AT LEAST 50% OF THE EATING TABLES ARE DESIGNED TO INCLUDE PROVISIONS FOR SUN PROTECTION (BUILDINGS, TREES, AND SHADE TRELLIS). SEE SHEETS G0.04 AND G0.05 FOR SHADE STUDIES. GARDEN PLOTS 1. ALL PLANT BEDS ARE A 12” MINIMUM HEIGHT RAISED AND RETAINED PLANTING BEDS WITH IMPORT TOPSOIL SCREENED FREE OF ROCKS. SIZE IS 24" X 5'. ALL SIZES ARE EQUAL. 2. WORK BENCH IS 5’ LONG X 2.5’ WIDE. 1 PER AREA. 3. GROUND FLOOR TOOL LOCKER WILL BE A SPACE DEDICATED INSIDE THE BUILDING. SEE ARCHITECTURAL PLANS. ROOF TOOL LOCKER IS FREESTANDING: 6’ TALL X 1’ DEEP X 3’ WIDE. 4. MULCH BIN/AREA IS 4’ X 5’. 5. ONE TRASH CONTAINER IS PROVIDED PER AREA. 6. HOSE BIB(S) WILL BE PROVIDED AS PART OF THE IRRIGATION SYSTEM WITH EACH BED GROUPING HAVING A DEDICATED HOSE BIB. 7. THE GARDEN PLOTS RECEIVE A MINIMUM OF 3 HOURS OF FULL SUN DURING THE HOURS OF 9 AM TO 5PM AT THE MARCH EQUINOX AND SEPTEMBER EQUINOX. SEE SHEETS G0.04 AND G0.05 FOR SUN STUDIES. TABLE TENNIS 1. TABLE TENNIS HAS REGULATION SIZE TABLE MEASURING 5’ WIDE AND 9’ LONG AND REQUIRED UNIMPEDED PLAYABLE SPACE OF 11’ X 17’ FEET LONG. DN POOL FENCE SEATING AREA AMENITY/GYM 2,044 sf POOL DECK 1,899 sf POOL 1,288 sf SPA OUTDOOR SEATING 1,287 sf GARDEN PLOTS 437 sf SEATING AREA TABLE TENNIS 187 sf LOUNGE SEATING PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-112 PARK CREDIT EXHIBIT LEVEL 2 SCALE: 1" = 10'-0" 1 LEVEL 02 TERRACE L-112 423 of 833 OUTDOOR EATING 367 sf GARDEN PLOTS 440 sf OUTDOOR EATING 415 sf RECREATION BLDG 1503 sf BBQ, TYP BBQ OVERHEAD CANOPY DINING TABLE/CHAIRS TABLES/CHAIRS TRASH SINK OVERHEAD CANOPY TOOL LOCKER WORK BENCH MULCH BIN TRASH SINK PARK SPACE SUMMARY SYM FACILITY TYPE AREA PROVIDED (SF) MAX ALLOWABLE AREA (SF) FINAL CALCULATED AREA NOTES OUTDOOR SEATING AREA 1,287 1267* 1267 See G0.04 and G0.05 for sun/shade studies. OUTDOOR EATING AREA 782 724* 724 See G0.04 and G0.05 for sun/shade studies. SWIMMING POOL AREA 3187 NONE 3187 POOL AREA=1288 SF RECREATIONAL BUILDING/ROOM 3547 NONE 3547 See architectural drawings. GARDEN PLOTS 877 2715* 877 See G0.04 and G0.05 for sun/shade studies. OUTDOOR TABLE TENNIS 187 3 TABLES 187 TOTAL 9789 *MAXIMUM AREAS BASED ON 181 UNITS MINIMUM PARK SPACE NEEDED: 8,233 sf PARK SPACE PROVIDED: 9,789 sf SWIMMING POOL AREA 1. POOL IS TOTALLY FENCED. 2. POOL DECK IS INCLUDED AT NO MORE THAN 2 X THE WATER SURFACE AREA. 3. ACTUAL POOL WATER DIMENSION IS NOT LESS THAN 15’ IN SMALLEST HORIZONTAL DIMENSION. POOL DECK INCLUDES THE SPA AREA. RECREATION BUILDING 1. SIZE INCLUDES HALLWAY, STORAGE, LOCKER AND RESTROOM FACILITIES THAT SERVE NO OTHER USE THAN RECREATION PURPOSES THAT TAKE PLACE WITHIN THE ROOM AT NO MORE THAN .5 X ACTUAL ACTIVITY SPACE. 2. ACTIVITY SPACE IS NOT LESS THAN 20’ IN SMALLEST DIMENSION AND AT LEAST 25% OR 250 SQUARE FEET OF THIS SPACE WHICHEVER IS GREATER IS PROVIDED WITH APPROVED EXERCISE EQUIPMENT. 3. SEE ARCHITECTURAL FLOOR PLANS FOR OVERALL RECREATION BUILDING SPACE LAYOUT AND ALLOCATION OF RESOURCES. OUTDOOR EATING AREA 1. AREA CONSISTS OF EATING TABLES INCLUDING SEATS, GRILLS, POTABLE WATER (SINKS) , TRASH/RECYCLING FEATURES BUILD INTO CABINETRY, AND CIRCULATION AREA. 2. OF AT LEAST 1 SQUARE FOOT PLUS 1 SF PER 10 EATING TABLE SEATS, TRASH AND RECYCLING CONTAINERS AND POTABLE WATER FOR EACH AREA. 3. GRILLING DOES NOT REQUIRE A COAL BIN. 4. ALL FEATURES ARE FIXED IN PLACE. 5. ALL TABLES ARE WITHIN 50’ OF GRILLING AREA & NOT SEPARATED BY GATES. 6. AT LEAST 50% OF THE EATING TABLES ARE DESIGNED TO INCLUDE PROVISIONS FOR SUN PROTECTION (BUILDINGS AND SHADE TRELLIS). SEE SHEET G0.05 FOR SHADE STUDY. OUTDOOR SEATING AREA 1. SEATING AREA INCLUDES SEAT WALLS, FIXED CHAIRS AND FIXED LOUNGERS. NO PICNIC TABLES ARE PROVIDED. 2. AT LEAST 50% OF THE EATING TABLES ARE DESIGNED TO INCLUDE PROVISIONS FOR SUN PROTECTION (BUILDINGS, TREES, AND SHADE TRELLIS). SEE SHEETS G0.04 AND G0.05 FOR SHADE STUDIES. GARDEN PLOTS 1. ALL PLANT BEDS ARE A 12” MINIMUM HEIGHT RAISED AND RETAINED PLANTING BEDS WITH IMPORT TOPSOIL SCREENED FREE OF ROCKS. SIZE IS 24" X 5'. ALL SIZES ARE EQUAL. 2. WORK BENCH IS 5’ LONG X 2.5’ WIDE. 1 PER AREA. 3. GROUND FLOOR TOOL LOCKER WILL BE A SPACE DEDICATED INSIDE THE BUILDING. SEE ARCHITECTURAL PLANS. ROOF TOOL LOCKER IS FREESTANDING: 6’ TALL X 1’ DEEP X 3’ WIDE. 4. MULCH BIN/AREA IS 4’ X 5’. 5. ONE TRASH CONTAINER IS PROVIDED PER AREA. 6. HOSE BIB(S) WILL BE PROVIDED AS PART OF THE IRRIGATION SYSTEM WITH EACH BED GROUPING HAVING A DEDICATED HOSE BIB. 7. THE GARDEN PLOTS RECEIVE A MINIMUM OF 3 HOURS OF FULL SUN DURING THE HOURS OF 9 AM TO 5PM AT THE MARCH EQUINOX AND SEPTEMBER EQUINOX. SEE SHEETS G0.04 AND G0.05 FOR SUN STUDIES. TABLE TENNIS 1. TABLE TENNIS HAS REGULATION SIZE TABLE MEASURING 5’ WIDE AND 9’ LONG AND REQUIRED UNIMPEDED PLAYABLE SPACE OF 11’ X 17’ FEET LONG. PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-116 PARK CREDIT EXHIBIT LEVEL 6 SCALE: 1" = 10'-0" 1 LEVEL 06 TERRACE L-112 424 of 833

V V V V
STATE ST N SAN MATEO (8) PIS KEI (3) AFR GRA (2) LAU NOB ROOT ZONE OF EXISTING TREE ROOT ZONE OF EXISTING TREE SHRUBS, PERENNIALS, AND GROUNDCOVERS SYMBOL SPECIES QTY SIZE WUCOLS EXPOSURE STORMWATER PLANTING 747 SF CORNUS SERICEA 'KELSEYI' / KELSEY'S DWARF RED TWIG DOGWOOD 5 GAL. HIGH SUN/SHADE EQUISETUM HYEMALE / HORSETAIL 1 GAL. HIGH SUN/SHADE IRIS DOUGLASIANA / DOUGLAS IRIS 4" MODERATE SUN/SHADE JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH 1 GAL. LOW SUN/SHADE LIRIOPE MUSCARI 'MAJESTIC' / MAJESTIC LILYTURF 4" MODERATE SUN/SHADE STREETSCAPE PLANTING 4,996 SF AGAVE ATTENUATA / FOXTAIL AGAVE 5 GAL. LOW SUN ANIGOZANTHOS X 'YELLOW GEM' / YELLOW GEM KANGAROO PAW 1 GAL. LOW SUN ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. LOW SUN/SHADE BERBERIS EURYBRACTEATA 'SOFT CARESS' / SOFT CARESS MAHONIA 5 GAL. LOW SUN/SHADE BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 1 GAL. LOW SUN BULBINE FRUTESCENS 'ORANGE' / ORANGE BULBINE 1 GAL. LOW SUN/SHADE DIANELLA CAERULEA 'DCNC0' / BECCA™ FLAX LILY 1 GAL. MODERATE SHADE DIANELLA REVOLUTA 'DR5000' / LITTLE REV™ FLAX LILY 1 GAL. MODERATE SUN/SHADE DIETES X 'NOLA ALBA' / KATRINA® AFRICAN IRIS 1 GAL. LOW SUN GREVILLEA X 'NOELLII' / NOEL GREVILLEA 1 GAL. LOW SUN LOMANDRA LONGIFOLIA 'LM300' / BREEZE™ MAT RUSH 1 GAL. LOW SUN/SHADE PEROVSKIA ATRIPLICIFOLIA 'LISSLITT' / LACEY BLUE RUSSIAN SAGE 1 GAL. LOW SUN SALVIA LEUCANTHA 'SANTA BARBARA' / SANTA BARBARA MEXICAN BUSH SAGE 1 GAL. LOW SUN SARCOCOCCA RUSCIFOLIA / FRAGRANT SWEETBOX 5 GAL. LOW SUN/SHADE SENECIO TALINOIDES MANDRALISCAE / BLUE CHALK STICKS 1 GAL. LOW SUN WESTRINGIA FRUTICOSA 'WES06' / LOW HORIZON™ COAST ROSEMARY 5 GAL. LOW SUN PLANT SCHEDULE : LEVEL 1 TREES SYMBOL CODE BOTANICAL NAME COMMON NAME QTY BOX SIZE WUCOLS TREES AFR GRA AFROCARPUS GRACILIOR AFRICAN FERN PINE 3 36" BOX MODERATE LAU NOB LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 4 36" BOX LOW OLE SWA OLEA EUROPAEA 'SWAN HILL' SWAN HILL FRUITLESS OLIVE 3 36" BOX LOW PIS KEI PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE 15 36" BOX LOW 1. THE MAXIMUM ALLOWABLE SOIL WEIGHT FOR SOILS PLACED ON-STRUCTURE FOR THIS PROJECT IS 100 LBS/C.F. SATURATED. 2. ALL PLANTING AREAS TO BE IRRIGATED USING FULLY AUTOMATED DRIP IRRIGATION. 3. PROVIDE 3-INCH DEPTH ORGANIC COMPOST MULCH AT ALL PLANTING AREAS, EXCEPT WHERE NOTED. 4. WITHIN THE TRAFFIC SAFETY VISIBILITY TRIANGLES, ALL PLANTINGS (SHRUBS, BUSHES OR HEDGES) SHALL MAINTAIN 3' MAXIMUM HEIGHT AND TREES SHALL HAVE 7' MIN. CLEAR TREE CANOPY PER THE CITY OF SAN MATEO TRAFFIC SAFETY VISIBILITY AREA DESIGN GUIDELINES AND SIDE STREET/DRIVEWAY TRIANGLE OF SAFETY DESIGN GUIDELINES. 5. STREET TREES SHALL BE PLANTED A MINIMUM OF 10' FROM SANITARY SEWER LINES AND 5' FROM WATER LINES, FIRE LINES, AND DRIVEWAYS. GENERAL NOTES 1. A MINIMUM 3” LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS IN ORDER TO PREVENT EVAPORATIVE WATER LOSS FROM EXPOSED SOIL, EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION (E.G., HYDROSEED). 2. ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POSTCONSUMER SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS OR VIRGIN FOREST PROJECTS UNLESS THE RECYCLED POSTCONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. ORGANIC MULCHES ARE NOT REQUIRED WHERE PROHIBITED BY LOCAL FUEL MODIFICATION PLAN GUIDELINES OR OTHER APPLICABLE LOCAL ORDINANCES. 3. PRIOR TO THE PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THIS REQUIREMENT. 4. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF 6” INTO THE SOIL. SOILS WITH GREATER THAN 6 PERCENT ORGANIC MATTER IN THE TOP 6” OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. WATER CONSERVATION IN LANDSCAPING REGULATIONS NOTES PLANTING NOTES PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-151A PLANTING PLAN LEVEL1A SEE SHEET L-101B
425 of 833

RAMP DN
VILLA TERRACE N SAN MATEO (2) LAU NOB (3) OLE SWA (7) PIS KEI SHRUBS, PERENNIALS, AND GROUNDCOVERS SYMBOL SPECIES QTY SIZE WUCOLS EXPOSURE STORMWATER PLANTING 747 SF CORNUS SERICEA 'KELSEYI' / KELSEY'S DWARF RED TWIG DOGWOOD 5 GAL. HIGH SUN/SHADE EQUISETUM HYEMALE / HORSETAIL 1 GAL. HIGH SUN/SHADE IRIS DOUGLASIANA / DOUGLAS IRIS 4" MODERATE SUN/SHADE JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH 1 GAL. LOW SUN/SHADE LIRIOPE MUSCARI 'MAJESTIC' / MAJESTIC LILYTURF 4" MODERATE SUN/SHADE STREETSCAPE PLANTING 4,996 SF AGAVE ATTENUATA / FOXTAIL AGAVE 5 GAL. LOW SUN ANIGOZANTHOS X 'YELLOW GEM' / YELLOW GEM KANGAROO PAW 1 GAL. LOW SUN ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. LOW SUN/SHADE BERBERIS EURYBRACTEATA 'SOFT CARESS' / SOFT CARESS MAHONIA 5 GAL. LOW SUN/SHADE BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 1 GAL. LOW SUN BULBINE FRUTESCENS 'ORANGE' / ORANGE BULBINE 1 GAL. LOW SUN/SHADE DIANELLA CAERULEA 'DCNC0' / BECCA™ FLAX LILY 1 GAL. MODERATE SHADE DIANELLA REVOLUTA 'DR5000' / LITTLE REV™ FLAX LILY 1 GAL. MODERATE SUN/SHADE DIETES X 'NOLA ALBA' / KATRINA® AFRICAN IRIS 1 GAL. LOW SUN GREVILLEA X 'NOELLII' / NOEL GREVILLEA 1 GAL. LOW SUN LOMANDRA LONGIFOLIA 'LM300' / BREEZE™ MAT RUSH 1 GAL. LOW SUN/SHADE PEROVSKIA ATRIPLICIFOLIA 'LISSLITT' / LACEY BLUE RUSSIAN SAGE 1 GAL. LOW SUN SALVIA LEUCANTHA 'SANTA BARBARA' / SANTA BARBARA MEXICAN BUSH SAGE 1 GAL. LOW SUN SARCOCOCCA RUSCIFOLIA / FRAGRANT SWEETBOX 5 GAL. LOW SUN/SHADE SENECIO TALINOIDES MANDRALISCAE / BLUE CHALK STICKS 1 GAL. LOW SUN WESTRINGIA FRUTICOSA 'WES06' / LOW HORIZON™ COAST ROSEMARY 5 GAL. LOW SUN PLANT SCHEDULE : LEVEL 1 TREES SYMBOL CODE BOTANICAL NAME COMMON NAME QTY BOX SIZE WUCOLS TREES AFR GRA AFROCARPUS GRACILIOR AFRICAN FERN PINE 3 36" BOX MODERATE LAU NOB LAURUS NOBILIS 'SARATOGA' SARATOGA BAY LAUREL 4 36" BOX LOW OLE SWA OLEA EUROPAEA 'SWAN HILL' SWAN HILL FRUITLESS OLIVE 3 36" BOX LOW PIS KEI PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE 15 36" BOX LOW 1. THE MAXIMUM ALLOWABLE SOIL WEIGHT FOR SOILS PLACED ON-STRUCTURE FOR THIS PROJECT IS 100 LBS/C.F. SATURATED. 2. ALL PLANTING AREAS TO BE IRRIGATED USING FULLY AUTOMATED DRIP IRRIGATION. 3. PROVIDE 3-INCH DEPTH ORGANIC COMPOST MULCH AT ALL PLANTING AREAS, EXCEPT WHERE NOTED. 4. WITHIN THE TRAFFIC SAFETY VISIBILITY TRIANGLES, ALL PLANTINGS (SHRUBS, BUSHES OR HEDGES) SHALL MAINTAIN 3' MAXIMUM HEIGHT AND TREES SHALL HAVE 7' MIN. CLEAR TREE CANOPY PER THE CITY OF SAN MATEO TRAFFIC SAFETY VISIBILITY AREA DESIGN GUIDELINES AND SIDE STREET/DRIVEWAY TRIANGLE OF SAFETY DESIGN GUIDELINES. 5. STREET TREES SHALL BE PLANTED A MINIMUM OF 10' FROM SANITARY SEWER LINES AND 5' FROM WATER LINES, FIRE LINES, AND DRIVEWAYS. GENERAL NOTES 1. A MINIMUM 3” LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS IN ORDER TO PREVENT EVAPORATIVE WATER LOSS FROM EXPOSED SOIL, EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION (E.G., HYDROSEED). 2. ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POSTCONSUMER SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS OR VIRGIN FOREST PROJECTS UNLESS THE RECYCLED POSTCONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. ORGANIC MULCHES ARE NOT REQUIRED WHERE PROHIBITED BY LOCAL FUEL MODIFICATION PLAN GUIDELINES OR OTHER APPLICABLE LOCAL ORDINANCES. 3. PRIOR TO THE PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THIS REQUIREMENT. 4. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF 6” INTO THE SOIL. SOILS WITH GREATER THAN 6 PERCENT ORGANIC MATTER IN THE TOP 6” OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. WATER CONSERVATION IN LANDSCAPING REGULATIONS NOTES PLANTING NOTES PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-151B PLANTING PLAN LEVEL 1B SEE SHEET L-151A
426 of 833
DN TREES SYMBOL BOTANICAL NAME COMMON NAME QTY CALIPER WUCOLS TREES AFROCARPUS GRACILIOR AFRICAN FERN PINE 6 24" BOX MODERATE ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE STANDARD 4 24" BOX LOW CERCIDIUM X 'DESERT MUSEUM' DESERT MUSEUM PALO VERDE 2 24" BOX LOW CERCIS OCCIDENTALIS WESTERN REDBUD 1 24" BOX LOW CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM 1 24" BOX LOW CORDYLINE AUSTRALIS GRASS PALM 2 24" BOX LOW CUPRESSUS SEMPERVIRENS 'MONSHEL' TINY TOWER® ITALIAN CYPRESS 1 24" BOX LOW DICKSONIA ANTARCTICA TASMANIAN TREE FERN 3 24" BOX LOW FICUS MICROCARPA INDIAN LAUREL FIG 1 24" BOX MODERATE MAGNOLIA GRANDIFLORA 'LITTLE GEM' LITTLE GEM DWARF SOUTHERN MAGNOLIA 1 24" BOX MODERATE MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 24" BOX LOW OLEA EUROPAEA 'SWAN HILL' SWAN HILL FRUITLESS OLIVE 1 24" BOX LOW PLANT SCHEDULE : LEVEL 2 SHRUBS, PERENNIALS, & GROUNDCOVERS SYMBOL SPECIES QTY SIZE WUCOLS STORMWATER PLANTING 1,523 SF CORNUS SERICEA 'KELSEYI' / KELSEY'S DWARF RED TWIG DOGWOOD 5 GAL. HGH EQUISETUM HYEMALE / HORSETAIL 1 GAL. HIGH IRIS DOUGLASIANA / DOUGLAS IRIS 4" POT MODERATE JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH 1 GAL. LOW LIRIOPE MUSCARI 'MAJESTIC' / MAJESTIC LILYTURF 4" POT MODERATE FULL SUN : SHRUBS, PERENNIALS, & GROUNDCOVERS 1,830 SF ACACIA COGNATA 'ACCOG01' / COUSIN ITT LITTLE RIVER WATTLE 5 GAL. LOW ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. LOW ANIGOZANTHOS X 'YELLOW GEM' / YELLOW GEM KANGAROO PAW 1 GAL. LOW ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' / HOWARD MCMINN VINE HILL MANZANITA 1 GAL. LOW ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. LOW BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 1 GAL. LOW CEANOTHUS GLORIOSUS 'ANCHOR BAY' / ANCHOR BAY POINT REYES CEANOTHUS 1 GAL. LOW CEANOTHUS GRISEUS HORIZONTALIS 'DIAMOND HEIGHTS' / DIAMOND HEIGHTS CARMEL CREEPER 1 GAL. LOW DIANELLA REVOLUTA 'DR5000' / LITTLE REV™ FLAX LILY 1 GAL. MODERATE DIETES X 'NOLA ALBA' / KATRINA® AFRICAN IRIS 1 GAL. LOW ELEGIA ELEPHANTINA / LARGE CAPE RUSH 1 GAL. LOW EUPHORBIA CHARACIAS WULFENII / EVERGREEN SPURGE 1 GAL. LOW FESTUCA GLAUCA 'ELIJAH BLUE' / ELIJAH BLUE FESCUE 1 GAL. LOW FESTUCA MAIREI / ATLAS FESCUE 1 GAL. LOW GREVILLEA LANIGERA / WOOLY GREVILLEA 1 GAL. LOW GREVILLEA X 'NOELLII' / NOEL GREVILLEA 1 GAL. LOW LANTANA MONTEVIDENSIS / PURPLE TRAILING LANTANA 1 GAL. LOW LANTANA X 'NEW GOLD' / NEW GOLD LANTANA 1 GAL. LOW LOMANDRA LONGIFOLIA 'LM300' / BREEZE™ MAT RUSH 1 GAL. LOW OLEA EUROPAEA 'MONTRA' / LITTLE OLLIE® OLIVE 1 GAL. LOW PEROVSKIA ATRIPLICIFOLIA 'LISSLITT' / LACEY BLUE RUSSIAN SAGE 1 GAL. LOW SALVIA CHAMAEDRYOIDES / GERMANDER SAGE 1 GAL. LOW SALVIA CLEVELANDII 'WINNIFRED GILMAN' / WINNIFRED GILMAN CLEVELAND SAGE 1 GAL. LOW SALVIA LEUCANTHA 'SANTA BARBARA' / SANTA BARBARA MEXICAN BUSH SAGE 1 GAL. LOW SANTOLINA CHAMAECYPARISSUS / LAVENDER COTTON 1 GAL. LOW STRELITZIA REGINAE / BIRD OF PARADISE 5 GAL. MODERATE WESTRINGIA FRUTICOSA 'WES06' / LOW HORIZON™ COAST ROSEMARY 1 GAL. LOW SHADE : SHRUBS, PERENNIALS, & GROUNDCOVERS 2,820 SF ASPARAGUS DENSIFLORUS 'MYERS' / MYERS ASPARAGUS FERN 1 GAL. MODERATE ASPIDISTRA ELATIOR / CAST IRON PLANT 1 GAL. MODERATE BERBERIS EURYBRACTEATA 'SOFT CARESS' / SOFT CARESS MAHONIA 5 GAL. LOW CAREX DIVULSA / EUROPEAN GREY SEDGE 1 GAL. LOW CHONDROPETALUM ELEPHANTINUM / LARGE CAPE RUSH 1 GAL. MODERATE DAPHNE ODORA / WINTER DAPHNE 1 GAL. MODERATE DIANELLA CAERULEA 'DCNC0' / BECCA™ FLAX LILY 1 GAL. MODERATE DIANELLA TASMANICA 'VARIEGATA' / VARIEGATED FLAX LILY 1 GAL. MODERATE LIRIOPE MUSCARI 'MAJESTIC' / MAJESTIC LILYTURF 1 GAL. MODERATE PHILODENDRON X 'DANADU' / DANADU CUT-LEAF PHILODENDRON 1 GAL. MODERATE PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' / SILVER SHEEN TAWHIWHI 1 GAL. MODERATE PYRROSIA X 'MONBRTS' / JURASSIC™ BRONTOSAURUS TONGUE FERN 1 GAL. MODERATE SARCOCOCCA HOOKERIANA HUMILIS / TRAILING SWEETBOX 1 GAL. LOW SARCOCOCCA RUSCIFOLIA / FRAGRANT SWEETBOX 5 GAL. LOW VIBURNUM AWABUKI 'CHINDO' / CHINDO SWEET VIBURNUM 1 GAL. MODERATE WOODWARDIA FIMBRIATA / GIANT CHAIN FERN 1 GAL. MODERATE SUCCULENTS 61 SF AGAVE ATTENUATA / FOXTAIL AGAVE 5 GAL. LOW AGAVE BRACTEOSA 'CALAMAR' / CALAMAR SPIDER AGAVE 1 GAL. LOW AGAVE VILMORINIANA / OCTOPUS AGAVE 5 GAL. LOW ALOE X 'LEO 3711' / SUPER RED® ALOE 1 GAL. LOW BULBINE FRUTESCENS 'ORANGE' / ORANGE BULBINE 1 GAL. LOW DASYLIRION WHEELERI / GREY DESERT SPOON 5 GAL. LOW HESPERALOE PARVIFLORA 'PERPA' / BRAKELIGHTS® RED YUCCA 1 GAL. LOW SENECIO TALINOIDES MANDRALISCAE / BLUE CHALK STICKS 1 GAL. LOW YUCCA GLORIOSA TRISTIS 'WALBRISTAR' / BRIGHT STAR SOFT LEAF YUCCA 1 GAL. LOW YUCCA ROSTRATA / BEAKED YUCCA 5 GAL. LOW X MANGAVE X 'NAVAJO PRINCESS' / NAVAJO PRINCESS MANGAVE 1 GAL. LOW OTHER 70 SF VEGETABLE PLANTERS SPECIES TBD PER OWNER N/A N/A 1. SEE SHEETS L-151A AND L-151B FOR PLANTING NOTES. NOTES SYMBOL SPECIES QTY SIZE WUCOLS PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-152 PLANTING PLAN LEVEL 2 427 of 833 VEGETABLE PLANTERS, SPECIAL LANDSCAPE AREA, TYP. TREE SCHEDULE SYMBOL CODE BOTANICAL NAME COMMON NAME QTY CALIPER WUCOLS TREES ARB MRN ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE STANDARD 3 24" BOX LOW CIT OWA CITRUS RETICULATA 'OWARI' OWARI SATSUMA MANDARIN ORANGE 1 24" BOX MODERATE CIT OXM CITRUS X MEYERI DWARF DWARF MEYER LEMON 2 24" BOX MODERATE PLANT SCHEDULE : LEVEL 6 SHRUBS, PERENNIALS, & GROUNDCOVERS SYMBOL SPECIES QTY SIZE WUCOLS FULL SUN : SHRUBS, PERENNIALS, & GROUNDCOVERS 288 SF ACACIA COGNATA 'ACCOG01' / COUSIN ITT LITTLE RIVER WATTLE 5 GAL. LOW ACHILLEA MILLEFOLIUM / COMMON YARROW 1 GAL. LOW ANIGOZANTHOS X 'YELLOW GEM' / YELLOW GEM KANGAROO PAW 1 GAL. LOW ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' / HOWARD MCMINN VINE HILL MANZANITA 1 GAL. LOW ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. LOW BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 1 GAL. LOW CEANOTHUS GLORIOSUS 'ANCHOR BAY' / ANCHOR BAY POINT REYES CEANOTHUS 1 GAL. LOW CEANOTHUS GRISEUS HORIZONTALIS 'DIAMOND HEIGHTS' / DIAMOND HEIGHTS CARMEL CREEPER 1 GAL. LOW DIANELLA REVOLUTA 'DR5000' / LITTLE REV™ FLAX LILY 1 GAL. MODERATE DIETES X 'NOLA ALBA' / KATRINA® AFRICAN IRIS 1 GAL. LOW ELEGIA ELEPHANTINA / LARGE CAPE RUSH 1 GAL. LOW EUPHORBIA CHARACIAS WULFENII / EVERGREEN SPURGE 1 GAL. LOW FESTUCA GLAUCA 'ELIJAH BLUE' / ELIJAH BLUE FESCUE 1 GAL. LOW FESTUCA MAIREI / ATLAS FESCUE 1 GAL. LOW GREVILLEA LANIGERA / WOOLY GREVILLEA 1 GAL. LOW GREVILLEA X 'NOELLII' / NOEL GREVILLEA 1 GAL. LOW LANTANA MONTEVIDENSIS / PURPLE TRAILING LANTANA 1 GAL. LOW LANTANA X 'NEW GOLD' / NEW GOLD LANTANA 1 GAL. LOW LOMANDRA LONGIFOLIA 'LM300' / BREEZE™ MAT RUSH 1 GAL. LOW OLEA EUROPAEA 'MONTRA' / LITTLE OLLIE® OLIVE 1 GAL. LOW PEROVSKIA ATRIPLICIFOLIA 'LISSLITT' / LACEY BLUE RUSSIAN SAGE 1 GAL. LOW SALVIA CHAMAEDRYOIDES / GERMANDER SAGE 1 GAL. LOW SALVIA CLEVELANDII 'WINNIFRED GILMAN' / WINNIFRED GILMAN CLEVELAND SAGE 1 GAL. LOW SALVIA LEUCANTHA 'SANTA BARBARA' / SANTA BARBARA MEXICAN BUSH SAGE 1 GAL. LOW SANTOLINA CHAMAECYPARISSUS / LAVENDER COTTON 1 GAL. LOW STRELITZIA REGINAE / BIRD OF PARADISE 5 GAL. MODERATE WESTRINGIA FRUTICOSA 'WES06' / LOW HORIZON™ COAST ROSEMARY 1 GAL. LOW SHADE : SHRUBS, PERENNIALS, & GROUNDCOVERS 350 SF ASPARAGUS DENSIFLORUS 'MYERS' / MYERS ASPARAGUS FERN 1 GAL. MODERATE ASPIDISTRA ELATIOR / CAST IRON PLANT 1 GAL. MODERATE BERBERIS EURYBRACTEATA 'SOFT CARESS' / SOFT CARESS MAHONIA 5 GAL. LOW CAREX DIVULSA / EUROPEAN GREY SEDGE 1 GAL. LOW CHONDROPETALUM ELEPHANTINUM / LARGE CAPE RUSH 1 GAL. MODERATE DAPHNE ODORA / WINTER DAPHNE 1 GAL. MODERATE DIANELLA CAERULEA 'DCNC0' / BECCA™ FLAX LILY 1 GAL. MODERATE DIANELLA TASMANICA 'VARIEGATA' / VARIEGATED FLAX LILY 1 GAL. MODERATE LIRIOPE MUSCARI 'MAJESTIC' / MAJESTIC LILYTURF 1 GAL. MODERATE PHILODENDRON X 'DANADU' / DANADU CUT-LEAF PHILODENDRON 1 GAL. MODERATE PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' / SILVER SHEEN TAWHIWHI 1 GAL. MODERATE PYRROSIA X 'MONBRTS' / JURASSIC™ BRONTOSAURUS TONGUE FERN 1 GAL. MODERATE SARCOCOCCA HOOKERIANA HUMILIS / TRAILING SWEETBOX 1 GAL. LOW SARCOCOCCA RUSCIFOLIA / FRAGRANT SWEETBOX 5 GAL. LOW VIBURNUM AWABUKI 'CHINDO' / CHINDO SWEET VIBURNUM 1 GAL. MODERATE WOODWARDIA FIMBRIATA / GIANT CHAIN FERN 1 GAL. MODERATE SUCCULENTS 19 SF AGAVE ATTENUATA / FOXTAIL AGAVE 5 GAL. LOW AGAVE BRACTEOSA 'CALAMAR' / CALAMAR SPIDER AGAVE 1 GAL. LOW AGAVE VILMORINIANA / OCTOPUS AGAVE 5 GAL. LOW ALOE X 'LEO 3711' / SUPER RED® ALOE 1 GAL. LOW BULBINE FRUTESCENS 'ORANGE' / ORANGE BULBINE 1 GAL. LOW DASYLIRION WHEELERI / GREY DESERT SPOON 5 GAL. LOW HESPERALOE PARVIFLORA 'PERPA' / BRAKELIGHTS® RED YUCCA 1 GAL. LOW SENECIO TALINOIDES MANDRALISCAE / BLUE CHALK STICKS 1 GAL. LOW YUCCA GLORIOSA TRISTIS 'WALBRISTAR' / BRIGHT STAR SOFT LEAF YUCCA 1 GAL. LOW YUCCA ROSTRATA / BEAKED YUCCA 5 GAL. LOW X MANGAVE X 'NAVAJO PRINCESS' / NAVAJO PRINCESS MANGAVE 1 GAL. LOW OTHER VEGETABLE PLANTERS SPECIES TBD PER OWNER 120 SF N/A N/A SYMBOL SPECIES QTY SIZE WUCOLS 1. SEE SHEETS L-151A AND L-151B FOR PLANTING NOTES. NOTES PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25L-156 PLANTING PLAN LEVEL 6 428 of 833 DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 08-31-26 11-04-25L-157 PLANT PALETTE TREES SUN - SHRUBS, PERENNIALS, & GROUNDCOVERS 429 of 833 DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 08-31-26 11-04-25L-158 PLANT PALETTE SHADE - SHRUBS, PERENNIALS, & GROUNDCOVERS SUCCULENTS STORMWATER 430 of 833 DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 08-31-26 11-04-25L-159 WUCOLS REQUIREMENTS PRELIMINARY WATER USE CALCULATIONS 431 of 833 4'-6" 5'-0" THROUGH- ZONE PLANTING/ FURNITURE ZONE 5' PLANTING BUILDING FACE PROPERTY LINE BIKE LANE 4'-6" 5'-0" PLANTING/ FURNITURE ZONE 5' PLANTING BUILDING FACE PROPERTY LINE BIKE LANE STOOP THROUGH- ZONE 10'+ STORM WATER SWALE 5' SIDEWALK BUILDING FACE PROPERTY LINE PLANTING 4'-0" 5'-0" 8' PARALLEL PARKING BUILDING FACE/ENTRANCE PROPERTY LINE BIKE LANE 8'-0" FURNISHING ENTRY- ZONE ZONE THROUGH- ZONE CITY STANDARD TREE GRATE 4'-6" 5'-0" THROUGH- ZONE PLANTING ZONE 10' LOADING BUILDING FACE PROPERTY LINE 2'-6" FRONTAGE ZONE DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 08-31-26 11-04-25L-301 SITE SECTIONS 1 1/4"=1'-0" 01 SECTION 1 section 1/4"=1'-0" 03 SECTION 3 section 1/4"=1'-0" 02 SECTION 2 section 1/4"=1'-0" 04 SECTION 4 section 1/4"=1'-0" 05 SECTION 5 section 432 of 833 DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 0.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

CODE ANALYSIS

ITEM CODE RELEVANCE APPLICABLE CODE RESPONSE / NOTES

CODE ANALYSIS
BASEMENT S-2
-
FLOOR 1 S-2, R-2, B
-
FLOOR 2 R-2, B, A-3
CHAPTER 3 - OCCUPANCY GROUPS

CONSTRUCTION TYPES
BASEMENT & 1ST FLOOR TYPE IA NONCOMBUSTIBLE CONCRETE STRUCTURE AND METAL FRAMING OF INTERIOR FLOOR 2-6 TYPE IIIA HORIZONTAL BUILDING SEPARATION ALLOWANCE, 3-HOUR HORIZONTAL SEPARATION AT 2ND FLOOR 2-HOUR FRTW FRAMED EXTERIOR BEARING WALLS, 1-HOUR INTERIOR WALLS SEPARATING DWELLING UNITS 3-HOUR BUILDING SEPARATION FIRE WALLS TO COMPLY WITH TOTAL ALLOWABLE BUILDING AREAS FLOORS 3-5 R-2
FLOOR 6 R-2, B
CHAPTER 3
-
-
-
CHAPTERS 5, 6 - BLDG HEIGHT AND AREAS &

TYPES OF CONSTRUCTION
SECTIONS 510, 601, 602 SEE SHEET A 0.04 FOR FIRE SEPARATION DIAGRAMS SEE SHEET A 0.03 FOR OCCUPANCY DIAGRAMS
TABLE 601
SECTION 510.2
TABLE 601

ALLOWABLE BUILDING HEIGHT
BASEMENT & 1ST FLOOR TYPE IA S WITHOUT AREA INCREASE, SEE TABLE BELOW FLOOR 2-6 TYPE IIIA S WITHOUT AREA INCREASE, SEE TABLE BELOW TABLE 504.3

ALLOWABLE STORIES ABOVE GRADE PLANE
BASEMENT & 1ST FLOOR TYPE IA UNLIMITED ALLOWED, 1 STORY ABOVE GRADE PLANE PROPOSED FLOOR 2-6 TYPE IIIA S WITHOUT AREA INCREASE, 5 STORIES ALLOWED WITH SPECIAL PROVISIONS SECTION 510.2, 5 STORIES ABOVE GRADE PLANE PROPOSED TABLE 504.4

ALLOWABLE BUILDING AREA
BASEMENT & 1ST FLOOR TYPE IA SM WITH HEIGHT INCREASE, SEE TABLE BELOW FLOORS 2-6 TYPE IIIA
CHAPTER 7 - FIRE PROTECTION FEATURES
ALLOWABLE OPENINGS TABLE 705.8 ALL OPENINGS UNPROTECTED, SPRINKLERED. SEE A 0.06 FOR DIAGRAMS DEMONSTRATING COMPLIANCE WITH TABLE 705.8 CHAPTER 9 - FIRE PROTECTION SYSTEMS
AUTOMATIC SPRINKLER SYSTEM SECTION 903 FULLY SPRINKLERED BUILDING UNDER SEPARATE PERMIT

STANDPIPE SYSTEM CLASS III STANDPIPE SYSTEM THROUGHOUT

PORTABLE FIRE EXTINGUISHERS

FIRE ALARM SYSTEM
SECTION 905
SECTION 906
SECTION 907
CHAPTER 10 - MEANS OF EGRESS
EGRESS TRAVEL SECTIONS 1006, 1017 ALL COMMON PATH OF TRAVEL DISTANCES AND EXIT ACCESS TRAVEL DISTANCES ARE WITHIN THE ALLOWABLE RANGE

INSTALLED IN REQUIRED LOCATIONS

FIRE ALARM AND SPRINKLER MONITORING THROUGHOUT, VISUAL FIRE ALARMS IN ALL ADAPTABLE UNITS

EXIT SEPARATION
SEE A 0.03 FOR EGRESS ANALYSIS DIAGRAMS
ALL FLOORS AND SEPARATED OCCUPANCIES COMPLY WITH 1/3 MIN (SPRINKLERED BUILDING) REQUIRED EXIT SEPARATION DISTANCE CHAPTER 11 - ACCESSIBILITY GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRY AND EXIT PER SEC 1117A INTERIOR ACCESSIBLE ROUTES PER SEC 1119A
CHANGES IN LEVELS ON ACCESSIBLE ROUTES PER SEC 1121A, 1131A INTERIOR STAIRWAYS PER SEC 1123A
DOORS, GATES AND WINDOWS PER SEC 1126A
ACCESSIBLE ROUTE WITHIN COVERED MULTIFIMALY DWELLING UNITS PER SEC 1130A DOORS PER SEC 1132A
KITCHENS PER SEC 1133A
BATHING FACILITIES PER 1134A - OPTION 2
ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS PER SEC 1136A, 1142A SPACE ALLOWANCES AND REACH RANGES PER SEC 1138A
SECTION 1007
SECTION 506
SEE SHEETS A 0.09-A 0.11
433 of 833

PARKING

COURTYARD
POOL
SPA

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1" = 40'-0"
A 0.01
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

FAR AND LOT COVERAGE
1" = 40'-0"
1ST FLOOR FAR CALCULATION
1" = 40'-0"

BASEMENT FLOOR FAR CALCULATION
1" = 40'-0"
2ND FLOOR FAR CALCULATION
1" = 40'-0"
3RD, 4TH AND 5TH FLOOR FAR CALCULATION
1" = 40'-0"
6TH FLOOR FAR CALCULATION

LEVEL AREA LOT AREA FAR

LEVEL AREA LOT AREA FAR
6TH FLOOR 28,307 SF 53141 SF 0.53%

LEVEL AREA LOT AREA FAR
3RD FLOOR 32,416 SF 53141 SF 0.61%
4TH FLOOR 32,423 SF 53141 SF 0.61%
5TH FLOOR 32,418 SF 53141 SF 0.61%

LEVEL AREA LOT AREA FAR
1ST FLOOR 47,566 SF 53141 SF 0.90%

LEVEL AREA LOT AREA FAR
2ND FLOOR 31,890 SF 53141 SF 0.60%

FAR CALCULATIONS

LEVEL AREA LOT AREA FAR
1ST FLOOR 47,566 SF 53141 SF 0.90%
2ND FLOOR 31,890 SF 53141 SF 0.60%
3RD FLOOR 32,416 SF 53141 SF 0.61%
4TH FLOOR 32,423 SF 53141 SF 0.61%
5TH FLOOR 32,418 SF 53141 SF 0.61%
6TH FLOOR 28,307 SF 53141 SF 0.53%

BUILDING
TOTALS
205,020 SF 3.86%
1" = 40'-0"

LOT COVERAGE

LOT COVERAGE CALCULATION

COVERAGE AREA LOT AREA LOT COVERAGE
49140 SF 53141 SF 92.47%

LOT COVERAGE FAR CALCULATIONS
434 of 833

AREAS BY TYPE

AMENITY

CIRCULATION

CIRCULATION - EXTERIOR

PARKING

RESIDENTIAL UNIT

UTILITY

OUTDOOR LIVING AREAS
COMMON

PRIVATE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
02/09/2026
1" = 40'-0"
A 0.02
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

AREA PLANS
1" = 40'-0"

AREAS BY TYPE - BASEMENT
1" = 40'-0"
AREAS BY TYPE - 1ST FLOOR
1" = 40'-0"
AREAS BY TYPE - 2ND FLOOR
1" = 40'-0"
AREAS BY TYPE - 3RD - 5TH FLOOR
AREA TYPE BREAKDOWN - 1ST FLOOR
AMENITY 5283 SF
CIRCULATION 3366 SF
PARKING 25002 SF
RESIDENTIAL UNIT 11537 SF
UTILITY 3952 SF
TOTAL AREA 49140 SF
1" = 40'-0"
AREAS BY TYPE - 6TH FLOOR
AREA TYPE BREAKDOWN - 3RD FLOOR
CIRCULATION 2792 SF
CIRCULATION - EXTERIOR 1766 SF
RESIDENTIAL UNIT 29954 SF
UTILITY 182 SF
TOTAL AREA 34694 SF
1" = 40'-0"
OUTDOOR LIVING AREAS - 1ST FLOOR
1" = 40'-0"
OUTDOOR LIVING AREAS - 2ND FLOOR
1" = 40'-0"
OUTDOOR LIVING AREAS - 3RD - 5TH FLOOR
1" = 40'-0"
OUTDOOR LIVING AREAS - 6TH FLOOR
OUTDOOR LIVING AREAS - 2ND FLOOR
COMMON 16529 SF
PRIVATE 2208 SF
TOTAL OUTDOOR AREA 18737 SF
OUTDOOR LIVING AREAS - 3RD FLOOR
PRIVATE 1060 SF
TOTAL OUTDOOR AREA 1060 SF
OUTDOOR LIVING AREAS - 4TH FLOOR
PRIVATE 1074 SF
TOTAL OUTDOOR AREA 1074 SF
OUTDOOR LIVING AREAS - 5TH FLOOR
PRIVATE 1074 SF
TOTAL OUTDOOR AREA 1074 SF
OUTDOOR LIVING AREAS - 6TH FLOOR
COMMON 2474 SF
PRIVATE 2378 SF
TOTAL OUTDOOR AREA 4852 SF
OUTDOOR LIVING AREAS - 1ST FLOOR
PRIVATE 786 SF
TOTAL OUTDOOR AREA 786 SF
AREA TYPE BREAKDOWN - 4TH FLOOR
CIRCULATION 2799 SF
CIRCULATION - EXTERIOR 1767 SF
RESIDENTIAL UNIT 29955 SF
UTILITY 180 SF
TOTAL AREA 34701 SF
AREA TYPE BREAKDOWN - 5TH FLOOR
CIRCULATION 2788 SF
CIRCULATION - EXTERIOR 1764 SF
RESIDENTIAL UNIT 29961 SF
UTILITY 180 SF
TOTAL AREA 34693 SF
AREA TYPE BREAKDOWN - 2ND FLOOR
AMENITY 1983 SF
CIRCULATION 2955 SF
RESIDENTIAL UNIT 26153 SF
UTILITY 181 SF
TOTAL AREA 31272 SF

AREA TYPE BREAKDOWN - BASEMENT
CIRCULATION 1088 SF
PARKING 47446 SF
UTILITY 1478 SF
TOTAL AREA 50012 SF
AREA TYPE BREAKDOWN - 6TH FLOOR
AMENITY 835 SF
CIRCULATION 2916 SF
CIRCULATION - EXTERIOR 1960 SF
EXTERIOR COURTYARD 1442 SF
RESIDENTIAL UNIT 24855 SF
UTILITY 205 SF
TOTAL AREA 32213 SF

AREA TYPE BREAKDOWN TOTALS
AREA TYPE AREA %
AMENITY 8101 SF 3%
CIRCULATION 18703 SF 7%
CIRCULATION - EXTERIOR 8546 SF 3%
EXTERIOR COURTYARD 6330 SF 2%
PARKING 72448 SF 27%
RESIDENTIAL UNIT 152415 SF 56%
UTILITY 6358 SF 2%
TOTAL AREA 272902 SF 100%

OUTDOOR LIVING AREA ANALYSIS

AREA TYPE AREA TOTAL UNITS PER UNIT SF
COMMON 19003 SF 181 104.99
PRIVATE 8579 SF 115 74.60
TOTALS 27583 SF 179.59
435 of 833
DN
EGRESS WIDTH ANALYSIS - 2ND FLOOR
STAIR WIDTH REQUIRED 44"
STAIR WIDTH PROVIDED (2 EGRESS STAIRS) 88" = 44" x 2
CORRIDOR WIDTH REQUIRED 44"
CORRIDOR WIDTH PROVIDED 60"
EGRESS DOOR WIDTH MIN REQUIRED 44"
EGRESS DOOR WIDTH PROVIDED (3 EGRESS DOORS) 108" = 36" x 3 EGRESS DOOR WIDTH OF EACH ENCLOSED SPACE OR UNIT 36" (34" MIN CLR) EGRESS DOOR WIDTHS OF OUTDOOR SPACE 36" x 3 (EACH 34" MIN CLR) PA
MECHANICAL 1
MECHANICAL 2
MB
PE
MA
MC

EXIT SEPARATION
DIAGONAL DIMENSION = 362' - 2 3/4"
REQD = 120' - 9", PROVIDED = 232' - 1" 31'-0"
8'-0"
20'-0"
114'-0"
16'-8"
11'-7"
PARKING (S-2)
OCCUPANT LOAD: 124
EXIT ACCESS DOORWAYS REQD: 2
EXIT ACCESS DOORWAYS PROVIDED: 2
MAX EXIT ACCESS TRAVEL DISTANCE (PB - EXIT 2): 285' < 400' EXIT 1
EXIT 2
EXIT 3
PB
POOL

EQUIPMENT

PARKING
ELECTRIC 1
ELECTRIC 2
ELECTRIC 3

MAINTENANCE

TRASH ROOM
TRASH ROOM (S-2)
OCCUPANT LOAD: 4
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 2
COMMON PATH OF EGRESS TRAVEL DISTANCE: 54' < 400'
ELECTRIC ROOMS 1-4 (S-2)
OCCUPANT LOAD: 1-3
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX EXIT ACCESS TRAVEL DISTANCE:

ELECTRIC 1 45'
ELECTRIC 2 27'
ELECTRIC 3 28'

COWORKING

LEASING
BIKE

PARKING
RESIDENTIAL UNITS (R-2)
MAX OCCUPANT LOAD: 8
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX COMMON PATH OF EGRESS TRAVEL DISTANCE (RA-RE): 83' < 125' MAX EXIT ACCESS TRAVEL DISTANCE (RA-EXIT 3): 195' < 250' RA
RE
MAINTENANCE (S-2)
OCCUPANT LOAD: 4
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
COMMON PATH OF EGRESS TRAVEL DISTANCE: 91' < 100'
BIKE PARKING (S-2)
OCCUPANT LOAD: 8
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
COMMON PATH OF EGRESS TRAVEL DISTANCE: 84' < 100'
MUDDY
PAWS

COWORKING (B)
OCCUPANT LOAD: 18
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
COMMON PATH OF EGRESS TRAVEL DISTANCE: 58' < 100'

LEASING (B)
OCCUPANT LOAD: 7
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 2
MAIL
MAIL (S-2)
OCCUPANT LOAD: 3
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
COMMON PATH OF EGRESS TRAVEL DISTANCE: 40' < 100'
POOL EQUIPMENT (S-2)
OCCUPANT LOAD: 1
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX EXIT ACCESS TRAVEL DISTANCE (PD - EXIT 1): 274' < 400'

RESIDENTIAL
PD
PARKING DIAGONAL DIMENSION = 273' - 7"
OVERALL DIAGONAL DIMENSION = 355' - 6 1/2"

EXIT SEPARATION
REQD = 118' - 7", PROVIDED = 269' - 0"

PARKING EXIT ACCESS DOORWAY SEPARATION
REQD = 91' - 3", PROVIDED = 165' - 0"
30'-6"
23'-3"
9'-5"
19'-0"
5'-6" 69'-7"
36'-10"
STAIR 2
STAIR 1
BUILDING C DIAGONAL DIMENSION = 263' - 2"
COURTYARD (A-3)
OCCUPANT LOAD: 405
EXIT ACCESS DOORWAYS REQD: 2
EXIT ACCESS DOORWAYS PROVIDED: 2
MAX EXIT ACCESS TRAVEL DISTANCE (AA - AB): 181' < 250'
AA
AB

RESIDENTIAL
RESIDENTIAL UNITS (R-2)
OCCUPANT LOAD OF LARGEST UNIT: 8
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING A (RQ-RS): 50' < 125' MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING A (RB-RF): 95' < 125' MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING B (RC-RG): 67' < 125' RB
RF

EXERCISE ROOM (B)
OCCUPANT LOAD: 39
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 2

EXERCISE ROOM

COURTYARD
RC
RG
AG
EXIT STAIRWAY @ 2ND FLOOR

FOR BUILDING B
EXIT ACCESS TRAVEL DISTANCE FROM EXTERIOR STAIR TO EXIT STAIRWAY (AG-AB): 73'-4" SEE A 0.04 FOR MEASUREMENT OF EXTERIOR STAIR
3'-11"
3'-6"
50'-10"
15'-4"

BUILDING C EXIT ACCESS SEPARATION
REQD = 87' - 9", PROVIDED = 270' - 2"

BUILDING B EXIT SEPARATION
REQD = 68' - 0", PROVIDED = 121' - 10"

HORIZONTAL EXIT
@ FIRE WALL
BUILDING B DIAGONAL DIMENSION = 203' - 11"

BUILDING A EXIT SEPARATION
REQD = 55' - 0", PROVIDED = 124' - 9"
BUILDING A DIAGONAL DIMENSION = 164' - 3"
111'-0"

BUILDING B

BUILDING C

BUILDING A
STAIR 2
STAIR 1
STAIR 3
RQ
RS

HORIZONTAL EXIT
RESIDENTIAL UNITS (R-2) @ 3RD-5TH FLOORS
OCCUPANT LOAD OF LARGEST UNIT: 8
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING A (RQ-RS): 50' < 125' MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING B (RB-RF): 95' < 125' MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING C (RC-RG): 67' < 125' MAX EXIT ACCESS TRAVEL DISTANCE TO HORIZONTAL EXIT (AC-AD): 248' < 250' MAX EXIT ACCESS TRAVEL DISTANCE TO EXIT @ 2ND FLOOR:
5TH FLOOR TRAVEL DISTANCE (AE-BE): 45'-7"
TRAVEL DISTANCE @ EXTERIOR STAIR FROM 5TH FL TO 2ND FL (SEE A 0.04): 105'-3" 2ND FLOOR TRAVEL DISTANCE (AG-AB): 73'-4"
45'-7" + 105'-3" + 73'-4" = 224'-2" < 250'
RB
BUILDING C DIAGONAL DIMENSION = 267' - 10"
RC
RG
SEE A 0.04 FOR MEASUREMENT

OF TRAVEL DISTANCE
@ EXTERIOR STAIR
AC
AD
AE
31'-4"
5'-2"
9'-2"
BE
EXIT STAIRWAY @ 2ND FLOOR

FOR BUILDING B
AB
AG
3'-11"
3'-6"
50'-10"
RF
15'-4"

BUILDING C EXIT ACCESS SEPARATION
REQD = 89' - 4", PROVIDED = 217' - 6"

HORIZONTAL EXIT
@ FIRE WALL

BUILDING B EXIT SEPARATION
REQD = 68' - 0", PROVIDED = 121' - 10"
BUILDING B DIAGONAL DIMENSION = 203' - 11"

BUILDING A EXIT SEPARATION
REQD = 55' - 0", PROVIDED = 124' - 9"
BUILDING A DIAGONAL DIMENSION = 164' - 3"
31'-2"
70'-7"
7'-8"
100'-0"
38'-6"

BUILDING B

BUILDING C

BUILDING A
STAIR 2
STAIR 1
STAIR 3
RQ
RS

HORIZONTAL EXIT
RESIDENTIAL UNITS (R-2)
OCCUPANT LOAD OF LARGEST UNIT: 7
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING A (RP-RR): 47' < 125' MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING B (RD-RH): 93' < 125' MAX COMMON PATH OF EGRESS TRAVEL DISTANCE BUILDING C (RE-RJ): 49' < 125' MAX EXIT ACCESS TRAVEL DISTANCE (RK-RL): 212' < 250'
RD
RH
LOUNGE

LOUNGE (B)
MAX OCCUPANT LOAD: 46
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX COMMON PATH OF EGRESS TRAVEL DISTANCE: 22' < 100'
BUILDING C DIAGONAL DIMENSION = 226' - 4"
RJ
RE

ROOF DECK

ROOF DECK (B)
MAX OCCUPANT LOAD: 49
MAX EXIT ACCESS TRAVEL DISTANCE (BA-STAIR 1): 227' < 300' RK
RL
BA

BUILDING C EXIT ACCESS SEPARATION
REQD = 75' - 6", PROVIDED = 217' - 4"

HORIZONTAL EXIT

BUILDING B EXIT SEPARATION
REQD = 68' - 0", PROVIDED = 121' - 10"
BUILDING B DIAGONAL DIMENSION = 203' - 11"

BUILDING A EXIT SEPARATION
REQD = 52' - 5", PROVIDED = 124' - 9"
BUILDING A DIAGONAL DIMENSION = 157' - 1"
9'-4"
27'-11"
4'-9"
32'-3"

BUILDING B

BUILDING C

BUILDING A
99'-4"
36'-9"
RP
RR
STAIR 2
STAIR 1
STAIR 3
EGRESS WIDTH ANALYSIS - 3RD-5TH FLOOR
STAIR WIDTH REQUIRED 44"
STAIR WIDTH PROVIDED (2 EGRESS STAIRS) 88" = 44" x 2
CORRIDOR WIDTH REQUIRED 44"
CORRIDOR WIDTH PROVIDED 60"
EGRESS DOOR WIDTH MIN REQUIRED 36"
EGRESS DOOR WIDTH PROVIDED (2 EGRESS DOORS) 72" = 36" x 2 EGRESS DOOR WIDTH OF EACH ENCLOSED SPACE OR UNIT 36" (34" MIN CLR)

EGRESS WIDTH ANALYSIS - BASEMENT
STAIR WIDTH REQUIRED 50"
STAIR WIDTH PROVIDED (2 EGRESS STAIRS) 88" = 44" x 2

CORRIDOR WIDTH REQUIRED N/A

CORRIDOR WIDTH PROVIDED N/A
EGRESS DOOR WIDTH MIN REQUIRED 38"
EGRESS DOOR WIDTH PROVIDED (2 EGRESS DOORS) 72" = 36" x 2 EGRESS WIDTH ANALYSIS - 1ST FLOOR

STAIR WIDTH REQUIRED N/A

STAIR WIDTH PROVIDED N/A
CORRIDOR WIDTH REQUIRED 44
CORRIDOR WIDTH PROVIDED 60"
EGRESS DOOR WIDTH MIN REQUIRED 38"
EGRESS DOOR WIDTH PROVIDED (3 EGRESS DOORS) 144" = 48" x 3 EGRESS DOOR WIDTH OF EACH ENCLOSED SPACE OR UNIT 36" (34" MIN CLR) EGRESS WIDTH ANALYSIS - 6TH FLOOR
STAIR WIDTH REQUIRED 44"
STAIR WIDTH PROVIDED (2 EGRESS STAIRS) 88" = 44" x 2
CORRIDOR WIDTH REQUIRED 44"
CORRIDOR WIDTH PROVIDED 60"
EGRESS DOOR WIDTH MIN REQUIRED 36"
EGRESS DOOR WIDTH PROVIDED (2 EGRESS DOORS) 72" = 36" x 2 EGRESS DOOR WIDTH OF EACH ENCLOSED SPACE OR UNIT 36" (34" MIN CLR) 47384 SF 237
S-2 PARKING
200
610 SF 3
S-2 ACCESSORY
300
762 SF 3
S-2 ACCESSORY
300
24780 SF 124
S-2 PARKING
200
15993 SF 80
R-2 RESIDENTIAL
200
1101 SF 4
S-2 ACCESSORY
300
930 SF 4
S-2 ACCESSORY
300
657 SF 3
S-2 ACCESSORY
300
1009 SF 7

B OFFICE
150
879 SF 18

B READING ROOM
50 250 SF 1
S-2 ACCESSORY
300
190 SF 1
S-2 FIRE COMMAND
300
228 SF 1
S-2 ACCESSORY
300
339 SF 2
S-2 ACCESSORY
300
1574 SF 8
S-2 BIKE PARKING
200
1918 SF 39

B EXERCISE ROOM
50 11522 SF 58
R-2 RESIDENTIAL
200
7174 SF 36
R-2 RESIDENTIAL
200
6060 SF 405
A-3 COURT
15 BUILDING SEPARATION

FIRE WALL
9610 SF 49
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C

BUILDING A

BUILDING SEPARATION

FIRE WALL
11573 SF 58
R-2 RESIDENTIAL
200
8243 SF 42
R-2 RESIDENTIAL
200
12153 SF 61
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C

BUILDING A

BUILDING SEPARATION

FIRE WALL

BUILDING SEPARATION

FIRE WALL
11191 SF 56
R-2 RESIDENTIAL
200
4876 SF 25
R-2 RESIDENTIAL
200
691 SF 47

B ROOF DECK
15 688 SF 46

B SKY LOUNGE
15 509 SF 34

B ROOF DECK
15 BUILDING B

BUILDING C
11110 SF 56
R-2 RESIDENTIAL
200

BUILDING A

BUILDING SEPARATION

FIRE WALL

BUILDING SEPARATION

FIRE WALL

TYPE IIIA BUILDING COLORS
A
B
C
GROSS
SQUARE

FOOTAGE

OCCUPANT
LOAD
FACTOR

OCCUPANT
COUNT

OCCUPANCY
TYPE
XXX

XXX XXX XXX

COMMON PATH OF EGRESS TRAVEL DISTANCE

OR EXIT ACCESS TRAVEL DISTANCE

EXIT OR EXIT ACCESS

BUILDING SEPARATION LINE

ACCESSORY

ASSEMBLY

BUSINESS

FIRE COMMAND

PARKING
A
B
C

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 0.03
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

OCCUPANCY AND EGRESS

ANALYSIS
1" = 40'-0"

EGRESS PLAN - BASEMENT
1" = 40'-0"
EGRESS PLAN - 1ST FLOOR
1" = 40'-0"
EGRESS PLAN - 2ND FLOOR
1" = 40'-0"
EGRESS PLAN - 5TH FLOOR
1" = 40'-0"
EGRESS PLAN - 6TH FLOOR
PARKING (S-2)
OCCUPANT LOAD: 237
EXIT ACCESS DOORWAYS REQD: 2
EXIT ACCESS DOORWAYS PROVIDED: 2
MAX EXIT ACCESS TRAVEL DISTANCE (PA - PE): 191' < 400'

EGRESS ANALYSIS OCCUPANCY ANALYSIS
MECHANICAL 1 (S-2)
OCCUPANT LOAD: 3
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX EXIT ACCESS TRAVEL DISTANCE (MA - MC): 63' < 400'
MECHANICAL 2 (S-2)
OCCUPANT LOAD: 3
EXIT ACCESS DOORWAYS REQD: 1
EXIT ACCESS DOORWAYS PROVIDED: 1
MAX EXIT ACCESS TRAVEL DISTANCE (MB - PE): 202' < 400'

CODE COMPLIANCE - BASEMENT

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
ACCESSORY S-2 300 1372 SF 6 1.2 0.9
PARKING S-2 200 47384 SF 237 47.4 35.55
FLOOR TOTALS 48756 SF 243 48.6 36.45
CODE COMPLIANCE - 1ST FLOOR

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
ACCESSORY S-2 300 3505 SF 15 3 2.25
FIRE COMMAND S-2 300 190 SF 1 0.2 0.15
OFFICE B 150 1009 SF 7 1.4 1.05
PARKING S-2 200 26353 SF 132 26.4 19.8
READING ROOM B 50 879 SF 18 3.6 2.7
RESIDENTIAL R-2 200 15993 SF 80 16 12
FLOOR TOTALS 47930 SF 253 50.6 37.95
CODE COMPLIANCE - 2ND FLOOR BUILDING A

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH

EXERCISE
ROOM
B 50 1918 SF 39 7.8 5.85
RESIDENTIAL 200 9610 SF 49 9.8 7.35
FLOOR TOTALS 11528 SF 88 17.6 13.2
CODE COMPLIANCE - 2ND FLOOR BUILDING B

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
RESIDENTIAL R-2 200 11522 SF 58 11.6 8.7
FLOOR TOTALS 11522 SF 58 11.6 8.7
CODE COMPLIANCE - 3RD-5TH FLOOR BUILDING A

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
RESIDENTIAL R-2 200 12153 SF 61 12.2 9.15
FLOOR TOTALS 12153 SF 61 12.2 9.15
CODE COMPLIANCE - 3RD-5TH FLOOR BUILDING B

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED
EGRESS
WIDTH
RESIDENTIAL R-2 200 11573 SF 58 11.6 8.7
FLOOR TOTALS 11573 SF 58 11.6 8.7
CODE COMPLIANCE - 6TH FLOOR BUILDING A

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
RESIDENTIAL R-2 200 11110 SF 56 11.2 8.4
FLOOR TOTALS 11110 SF 56 11.2 8.4
CODE COMPLIANCE - 6TH FLOOR BUILDING B

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
RESIDENTIAL R-2 200 11191 SF 56 11.2 8.4
FLOOR TOTALS 11191 SF 56 11.2 8.4
1" = 40'-0"

CODE COMPLIANCE PLAN - BASEMENT
1" = 40'-0"
CODE COMPLIANCE PLAN - 1ST FLOOR
1" = 40'-0"
CODE COMPLIANCE PLAN - 2ND FLOOR
1" = 40'-0"
CODE COMPLIANCE PLAN - 3RD-5TH FLOOR
1" = 40'-0"
CODE COMPLIANCE PLAN - 6TH FLOOR
CODE COMPLIANCE - 6TH FLOOR BUILDING C

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
RESIDENTIAL R-2 200 4876 SF 25 5 3.75
ROOF DECK B 15 1200 SF 81 16.2 12.15
SKY LOUNGE B 15 688 SF 46 9.2 6.9
FLOOR TOTALS 6764 SF 152 30.4 22.8
CODE COMPLIANCE - 2ND FLOOR BUILDING C

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED

EGRESS WIDTH
RESIDENTIAL R-2 200 7174 SF 36 7.2 5.4
FLOOR TOTALS 7174 SF 36 7.2 5.4
CODE COMPLIANCE - 3RD-5TH FLOOR BUILDING C

FUNCTION OF

SPACE CLASSIFICATION OLF AREA OL

CALCULATED

STAIR WIDTH

CALCULATED
EGRESS
WIDTH
RESIDENTIAL R-2 200 8243 SF 42 8.4 6.3
FLOOR TOTALS 8243 SF 42 8.4 6.3

BLDG A RESIDENTIAL

BLDG B RESIDENTIAL

BLDG C RESIDENTIAL
436 of 833
13' - 7"
2' - 2"
7' - 2"
2' - 2"
3' - 1"
3' - 1"
7' - 2"
2' - 2"
5' - 0"
5' - 0"
5' - 0"
2' - 8"
8' - 3"
2' - 2"
2' - 8"
2' - 2"
2' - 2"
3' - 1"
8' - 3"
6' - 3"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
2' - 0"
5' - 0"
5' - 0"
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/4" = 1'-0"
A 0.04
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EGRESS ANALYSIS STAIR

SECTIONS
1/4" = 1'-0"

EXTERIOR STAIR - SECTION LOOKING NORTH
1/4" = 1'-0"

EXTERIOR STAIR - SECTION LOOKING EAST
1/4" = 1'-0"

EXTERIOR STAIR - SECTION LOOKING SOUTH
1/4" = 1'-0"

EXTERIOR STAIR - SECTION LOOKING WEST
TRAVEL DISTANCE @ EXTERIOR STAIR FROM 5TH FLOOR TO 2ND FLOOR 2'-0" + 2'-8" + 8'-3" + 2'-2" + 5'-0" + 2'-2" + 7'-2" + 3'-1" + 5'-0" + 2'-8" + 8'-3" + 2'-2" + 5'-0" + 2'-2" + 7'-2" + 3'-1" + 5'-0" + 3'-1" + 6'-3" + 2'-2" + 5'-0" + 2'-2" + 13'-7" = 105'-3"
(TRAVEL DISTANCE @ EXTERIOR STAIR FROM 3RD-4TH FLOOR IS LESS THAN 105'-3") 437 of 833

BUILDING SEPARATION

FIRE WALL

BUILDING B

BUILDING C

BUILDING A

BUILDING SEPARATION

FIRE WALL

BUILDING SEPARATION

FIRE WALL

BUILDING B

BUILDING C

BUILDING A

BUILDING SEPARATION

FIRE WALL

BUILDING SEPARATION

FIRE WALL

BUILDING B

BUILDING C

BUILDING A

BUILDING SEPARATION

FIRE WALL

FIRE RATED ASSEMBLIES
3-HR MIN RATED FIRE ASSEMBLY
2-HR MIN RATED FIRE ASSEMBLY
1-HR MIN RATED FIRE ASSEMBLY

UNRATED ASSEMBLY
3-HR MIN FIRE RATED ASSEMBLY (PODIUM - CONCRETE STRUCTURAL SLAB)

VILLA TERRACE

STATE ST
UNITS

UTILITY PARKING

AMENITY

PARKING
3 HR RATED ASSEMBLIES

SURROUNDING POOL
RAMP
DN
N. SAN MATEO DR

UNITS UNITS

AMENITY

PARKING

COURTYARD

PARKING

BUILDING SEPARATION LINE

PROPERTY LINE

1. FIRE WALLS TO BE DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH NFPA 221.

2. FIRE WALLS SHALL TERMINATE AT THE INTERIOR

SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING
IN ACCORDANCE WITH CBC 706.5 (EXCEPTION 3).

3. FIRE WALLS SHALL TERMINATE AT THE UNDERSIDE OF

NONCOMBUSTIBLE ROOF SHEATHING IN ACCORDANCE
WITH CBC 706.6 (EXCEPTION 3).

4. ALL OPENINGS IN FIRE WALLS SHALL BE PROTECTED
IN ACCORDANCE WITH CBC 716.

FIRE SEPARATION NOTES

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 0.05
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

FIRE SEPARATION DIAGRAMS
1" = 40'-0"
FIRE SEPARATION - 2ND FLOOR
1" = 40'-0"
FIRE SEPARATION - 1ST FLOOR
1" = 40'-0"

FIRE SEPARATION - BASEMENT
1" = 40'-0"
FIRE SEPARATION - 3RD - 5TH FLOOR
1" = 40'-0"
FIRE SEPARATION - 6TH FLOOR

FIRE SEPARATION ANALYSIS
1" = 40'-0"

FIRE RATED HORIZONTAL ASSEMBLIES
1" = 40'-0"

FIRE RATED HORIZONTAL ASSEMBLIES
438 of 833

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

PENTHOUSE
83' - 3 1/2"

HIGH POINT
75' - 11 1/2"
NO OPENINGS AT 1ST FLOOR OR BASEMENT
22'-10" TO PL 17'-10" TO PL 24'-10" TO PL 19'-10" TO PL 5TH FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1356 SF
OPENING AREA = 600 SF
OPENING AREA PERCENTAGE = 600 / 1356 = 44% < 75%
4TH FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1356 SF
OPENING AREA = 648 SF
OPENING AREA PERCENTAGE = 648 / 1356 = 48% < 75%
3RD FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1356 SF
OPENING AREA = 600 SF
OPENING AREA PERCENTAGE = 600 / 1356 = 44% < 75%
2ND FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1819 SF
OPENING AREA = 720 SF
OPENING AREA PERCENTAGE = 720 / 1819 = 40% < 75%

NO BUILDING ACROSS FROM THIS

PORTION OF ELEVATION
6TH FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 491 SF
OPENING AREA = 144 SF
OPENING AREA PERCENTAGE = 144 / 493 = 29% < 75%

UNLIMITED OPENINGS ALLOWED
@ FSD OF 20' to <25' (CBC 705.8)
20'-6" TO PL 24'-10" TO PL

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

PENTHOUSE
83' - 3 1/2"

HIGH POINT
75' - 11 1/2"
5TH FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1420 SF
OPENING AREA = 479 SF
OPENING AREA PERCENTAGE = 479 / 1420 = 34% < 75%
4TH FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1420 SF
OPENING AREA = 479 SF
OPENING AREA PERCENTAGE = 479 / 1420 = 34% < 75%
3RD FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1420 SF
OPENING AREA = 479 SF
OPENING AREA PERCENTAGE = 479 / 1420 = 34% < 75%
2ND FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1905 SF
OPENING AREA = 612 SF
OPENING AREA PERCENTAGE = 612 / 1905 = 32% < 75%
6TH FLOOR (15' to <20' TO PL)
WALL AREA 15' to <20' = 1751 SF
OPENING AREA = 555 SF
OPENING AREA PERCENTAGE = 555 / 1751 = 32% < 75%
NO OPENINGS AT 1ST FLOOR OR BASEMENT

UNLIMITED OPENINGS ALLOWED
@ FSD OF 20' to <25' (CBC 705.8)
19'-10" TO PL 26'-10" TO PL 17'-10" TO PL 18'-1" TO PL 20'-6" TO PL

EXTERIOR WALL OPENING LEGEND
FSD 5' to <10'
FSD 10' to <15'
FSD 15' to <20'
FSD 20' to <25'
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 0.06
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

AREA OF EXTERIOR WALL

OPENINGS BASED ON FSD
3/32" = 1'-0"

ALLOWABLE AREA OF EXTERIOR OPENINGS - COURTYARD WEST

ELEVATION
3/32" = 1'-0"

ALLOWABLE AREA OF EXTERIOR OPENINGS - COURTYARD EAST

ELEVATION
439 of 833

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

PENTHOUSE
83' - 3 1/2"

HIGH POINT
75' - 11 1/2"
6TH FLOOR (10'
-0" TO PL)
WALL AREA 10' to <15' = 2421 SF
OPENING AREA = 816 SF
OPENING AREA PERCENTAGE = 816 / 2421 = 33% < 45%
OPENINGS > 20' FROM PL,

NO LIMIT FOR ALLOWABLE AREA
6TH FLOOR (18'
-8" TO PL)
WALL AREA 15' to <20' = 146 SF
OPENING AREA = 72 SF
OPENING AREA PERCENTAGE = 72 / 146 = 49% < 75%
5TH FLOOR (16'
-3" TO PL)
WALL AREA 15' to <20' = 90 SF
OPENING AREA = 48 SF
OPENING AREA PERCENTAGE = 48 / 90 = 53% < 75%
5TH FLOOR (10'
-0" TO PL)
WALL AREA 10' to <15' = 2510 SF
OPENING AREA = 1128 SF
OPENING AREA PERCENTAGE = 1128 / 2510 = 44.9% < 45%
4TH FLOOR (16'
-3" TO PL)
WALL AREA 15' to <20' = 90 SF
OPENING AREA = 48 SF
OPENING AREA PERCENTAGE = 48 / 90 = 53% < 75%
4TH FLOOR (10'
-0" TO PL)
WALL AREA 10' to <15' = 2516 SF
OPENING AREA = 1128 SF
OPENING AREA PERCENTAGE = 1128 / 2516 = 44.8% < 45%
3RD FLOOR (16'
-3" TO PL)
WALL AREA 15' to <20' = 90 SF
OPENING AREA = 48 SF
OPENING AREA PERCENTAGE = 48 / 90 = 53% < 75%
3RD FLOOR (10'
-0" TO PL)
WALL AREA 10' to <15' = 2516 SF
OPENING AREA = 1128 SF
OPENING AREA PERCENTAGE = 1128 / 2516 = 44.8% < 45%
2ND FLOOR (16'
-3" TO PL)
WALL AREA 15' to <20' = 124 SF
OPENING AREA = 60 SF
OPENING AREA PERCENTAGE = 60 / 124 = 48% < 75%
2ND FLOOR (10'
-0" TO PL)
WALL AREA 10' to <15' = 3392 SF
OPENING AREA = 1422 SF
OPENING AREA PERCENTAGE = 1422 / 3392 = 42% < 45%
NO OPENINGS AT 1ST FLOOR NO OPENINGS AT 1ST FLOOR
11'-6" TO PL 11'-2" TO PL
11'-3" TO PL

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

PENTHOUSE
83' - 3 1/2"

HIGH POINT
75' - 11 1/2"
6TH FLOOR (5'
-9" TO PL)
WALL AREA 5' to <10' = 191 SF
OPENING AREA = 37 SF
OPENING AREA PERCENTAGE = 37 / 191 = 19% < 25%
5TH FLOOR (5'
-9" TO PL)
WALL AREA 5' to <10' = 151 SF
OPENING AREA = 37 SF
OPENING AREA PERCENTAGE = 37 / 151 = 24.5% < 25%
2ND FLOOR (5'
-9" TO PL)
WALL AREA 5' to <10' = 203 SF
OPENING AREA = 48 SF
OPENING AREA PERCENTAGE = 48 / 203 = 24% < 25%
4TH FLOOR (5'
-9" TO PL)
WALL AREA 5' to <10' = 151 SF
OPENING AREA = 37 SF
OPENING AREA PERCENTAGE = 37 / 151 = 24.5% < 25%
3RD FLOOR (5'
-9" TO PL)
WALL AREA 5' to <10' = 151 SF
OPENING AREA = 37 SF
OPENING AREA PERCENTAGE = 37 / 151 = 24.5% < 25%
NO OPENINGS AT 1ST FLOOR

EXTERIOR WALL OPENING LEGEND
FSD 5' to <10'
FSD 10' to <15'
FSD 15' to <20'
FSD 20' to <25'
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 0.07
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

AREA OF EXTERIOR WALL

OPENINGS BASED ON FSD
3/32" = 1'-0"

ALLOWABLE AREA OF EXTERIOR OPENINGS - WEST ELEVATION
3/32" = 1'-0"

ALLOWABLE AREA OF EXTERIOR OPENINGS - NORTH ELEVATION

REAR PL
440 of 833
1" = 40'-0"
2 PLUMBING ANALYSIS - 1ST FLOOR
1" = 40'-0"
3 PLUMBING ANALYSIS - 2ND FLOOR
1" = 40'-0"
4 PLUMBING ANALYSIS - 3RD - 5TH FLOOR
1" = 40'-0"
5 PLUMBING ANALYSIS - 6TH FLOOR
1" = 40'-0"
1 PLUMBING ANALYSIS - BASEMENT

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1" = 40'-0"
A 0.08
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

PLUMBING ANALYSIS

PLUMBING ANALYSIS
REFER TO A 0.03 FOR OCCUPANCY ANALYSIS

AND DETERMINATION OF OCCUPANT LOADS USED

TO CALCULATE MINIMUM NUMBER OF REQUIRED FIXTURES
FIXTURE CALCULATIONS - 1ST FLOOR
SPACE

OCCUPANCY

TYPE AREA OLF
TOTAL

OCCUPANTS
TOTAL

OCCUPANTS - M
TOTAL

OCCUPANTS - F

REQ'D WC -
M

REQ'D WC
- F
REQ'D
URINAL

REQ'D LAV
- M

REQ'D LAV
- F
REQ'D

DRINKING

FOUNTAIN PROPOSED

B READING
ROOM
S-2, R-2, B 879 SF 50 18 9 9 1: 1-50 1: 1-15 1: 1-100 1: 1-75 1: 1-50 1 PER 150 B OFFICE S-2, R-2, B 1009 SF 150 7 4 4 1: 1-50 1: 1-15 1: 1-100 1: 1-75 1: 1-50 1 PER 150 The project proposes (3) all-gender bathrooms serving the Office and
Reading Room. CPC 422.2(3) states In
business and mercantile occupancies
with a total occupant load of 50 or less
including customers and employees, one
toilet facility, designed for use by no
more than one person at a time, shall be
permitted for use by both sexes. 2
all-gender toilet facilities are required to
serve the Office and Reading Room, a
3rd facility is proposed for convenience.

N/A - NO FIXTURES REQUIRED AT BASEMENT
N/A - NO PUBLIC SPACE AT 3RD-5TH FLOOR
FIXTURE CALCULATIONS - 2ND FLOOR
SPACE

OCCUPANCY

TYPE AREA OLF
TOTAL

OCCUPANTS
TOTAL

OCCUPANTS -
M
TOTAL

OCCUPANTS -
F

REQ'D WC -
M

REQ'D WC
- F
REQ'D
URINAL

REQ'D LAV
- M
REQ'D

LAV - F
REQ'D

DRINKING

FOUNTAIN PROPOSED

B EXERCISE
ROOM
R-2, B, A-3 1918 SF 50 39 20 20 1: 1-50 2: 16-30 1: 1-100 1: 1-75 1: 1-50 1 PER 150 The project proposes (2) all-gender bathrooms serving the Exercise Room.

CPC 422.2(3) states In business and
mercantile occupancies with a total
occupant load of 50 or less including
customers and employees, one toilet
facility, designed for use by no more than
one person at a time, shall be permitted
for use by both sexes. 1 all-gender toilet
facility is required to serve the exercise
room, a 2nd facility is provided for
convenience.
3 PROPOSED

TOILET FACILITIES
2 PROPOSED

TOILET FACILITIES
1 PROPOSED

TOILET FACILITY
FIXTURE CALCULATIONS - 6TH FLOOR
SPACE

OCCUPANCY

TYPE AREA OLF
TOTAL

OCCUPANTS
TOTAL

OCCUPANTS -
M
TOTAL

OCCUPANTS -
F

REQ'D WC -
M

REQ'D WC
- F
REQ'D
URINAL

REQ'D LAV
- M
REQ'D

LAV - F
REQ'D

DRINKING

FOUNTAIN PROPOSED
B SKY
LOUNGE
R-2, B 688 SF 15 46 23 23 1: 1-50 2: 16-30 1: 1-100 1: 1-75 1: 1-50 1 PER 150 The project proposes (1) all-gender bathroom serving the Sky Lounge. CPC
422.2(3) states In business and
mercantile occupancies with a total
occupant load of 50 or less including
customers and employees, one toilet
facility, designed for use by no more than
one person at a time, shall be permitted
for use by both sexes.
441 of 833
1918 SF 39

B EXERCISE ROOM
9610 SF 49 50
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C
BUILDING A PERIMETER: 517'-6"
BUILDING A PERIMETER: 517'-6"
LENGTH OF PERIMETER FACING OPEN SPACE: 251'-3"

BUILDING A

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
12153 SF 61
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C

BUILDING A
BUILDING A PERIMETER: 517'-6"
BUILDING A PERIMETER: 517'-6"
LENGTH OF PERIMETER FACING OPEN SPACE: 251'-3"

HORIZONTAL EXIT
@ FIRE WALL

BUILDING B

BUILDING C
11110 SF 56
R-2 RESIDENTIAL
200

BUILDING A
BUILDING A PERIMETER: 517'-6"
BUILDING A PERIMETER: 517'-6"
LENGTH OF PERIMETER FACING OPEN SPACE: 251'-3"

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
GROSS
SQUARE

FOOTAGE

OCCUPANT
LOAD
FACTOR

OCCUPANT
COUNT

OCCUPANCY
TYPE
XXX

XXX XXX XXX

BUILDING SEPARATION
LINE

RESIDENTIAL OCCUPANCY

BUSINESS OCCUPANCY

BUILDING PERIMETER

BUILDING PERIMETER
FACING OPEN SPACE >30'

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 0.09
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BUILDING A-ALLOWABLE

AREA ANALYSIS
3/64" = 1'-0"
BUILDING A AREA PLAN - 2ND FLOOR
3/64" = 1'-0"
BUILDING A AREA PLAN - 3RD-5TH FLOOR
3/64" = 1'-0"
BUILDING A AREA PLAN - 6TH FLOOR
CBC 508.4.2 (SEPARATED OCCUPANCIES): IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM

OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1.

ALLOWABLE AREA OF EACH STORY (EQUATION 5-3) PER 506.2.2: Aa = At + (NS x If) Aa = ALLOWABLE AREA OF EACH STORY
At = ALLOWABLE AREA FACTOR (SM or SM WITH HEIGHT INCREASE) NS = ALLOWABLE AREA FACTOR FOR NONSPRINKLERED BUILDING
If = 0.25 (PER TABLE 506.3.3 FOR OPEN SPACE >30 AT 25-50% OF BUILDING PERIMETER) PER CBC 506.2.2, THE AGGREGATE SUM OF THE RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE ALLOWABLE AREA OF SUCH STORIES SHALL NOT EXCEED 2.
2ND FLOOR RATIO: 0.34
3RD-5TH FLOOR RATIO: 0.41
6TH FLOOR RATIO: 0.37
AGGREGATE SUM OF RATIOS (BUILDING A): 0.34 + 0.41 + 0.41 + 0.41 + 0.37 = 1.94 < 2.00 2ND FLOOR ALLOWABLE AREA (BUILDING A):

EXERCISE ROOM (B OCCUPANCY) Aa = 85,500 + (28,500 x 0.25) Aa = 92,625
1,918 / 92,625 = 0.02
RESIDENTIAL (R-2 OCCUPANCY) Aa = 24,000 + (24,000 x 0.25) Aa = 30,000
9,610 / 30,000 = 0.32

SUM OF RATIOS OF EACH
SEPARATED OCCUPANCY (2ND FLOOR): 0.02 + 0.32 = 0.34
3RD-5TH FLOOR ALLOWABLE AREA (BUILDING A):

RESIDENTIAL (R-2 OCCUPANCY) Aa = 24,000 + (24,000 x 0.25) Aa = 30,000
12,153 / 30,000 = 0.41

SUM OF RATIOS OF EACH
SEPARATED OCCUPANCY (3RD-5TH FLOOR): 0.41
6TH FLOOR ALLOWABLE AREA (BUILDING A):

RESIDENTIAL (R-2 OCCUPANCY) Aa = 24,000 + (24,000 x 0.25) Aa = 30,000
11,110 / 30,000 = 0.37

SUM OF RATIOS OF EACH
SEPARATED OCCUPANCY (6TH FLOOR): 0.37

BUILDING A - ALLOWABLE AREA ANALYSIS (MIXED OCCUPANCY)
442 of 833
11522 SF 58
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C
BUILDING B PERIMETER: 497'-7"
BUILDING B PERIMETER: 497'-7"
LENGTH OF PERIMETER FACING OPEN SPACE: 243'-3"

BUILDING A

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
11573 SF 58
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C

BUILDING A
BUILDING B PERIMETER: 497'-7"
BUILDING B PERIMETER: 497'-7"
LENGTH OF PERIMETER FACING OPEN SPACE: 243'-3"

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
11191 SF 56
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C

BUILDING A
BUILDING B PERIMETER: 497'-7"
BUILDING B PERIMETER: 497'-7"
LENGTH OF PERIMETER FACING OPEN SPACE: 243'-3"

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
GROSS
SQUARE

FOOTAGE

OCCUPANT
LOAD
FACTOR

OCCUPANT
COUNT

OCCUPANCY
TYPE
XXX

XXX XXX XXX

BUILDING SEPARATION
LINE

RESIDENTIAL OCCUPANCY

BUSINESS OCCUPANCY

BUILDING PERIMETER

BUILDING PERIMETER
FACING OPEN SPACE >30'

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 0.10
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BUILDING B-ALLOWABLE

AREA ANALYSIS
3/64" = 1'-0"
BUILDING B AREA PLAN - 2ND FLOOR
3/64" = 1'-0"
BUILDING B AREA PLAN - 3RD-5TH FLOOR
3/64" = 1'-0"
BUILDING B AREA PLAN - 6TH FLOOR
ALLOWABLE AREA OF EACH STORY FOR SINGLE OCCUPANCY BUILDINGS (EQUATION 5-1): Aa = At + (NS x If) Aa = ALLOWABLE AREA OF EACH STORY
At = 24,000 PER TABLE 506.2 (SM WITH HEIGHT INCREASE)
NS = 24,000 PER TABLE 506.2
If = 0.25 (PER TABLE 506.3.3 FOR OPEN SPACE >30 AT 25-50% OF BUILDING PERIMETER) Aa = 24,000 + (24,000 x 0.25)
Aa = 30,000 PER STORY
TOTAL ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING (EQUATION 5-2): Aa = [At + (NS x If)] x Sa Sa = 2 FOR GROUP R OCCUPANCIES
Aa = [24,000 + (24,000 x 0.25)] x 2
Aa = 60,000 TOTAL ALLOWABLE BUILDING AREA
TOTAL BUILDING AREA (BUILDING B): 11,522 + 11,573 + 11,573 + 11,573 + 11,191 = 57,433 SF < 60,000 6TH FLOOR ALLOWABLE AREA (BUILDING B):

ALLOWABLE AREA PER STORY Aa = 24,000 + (24,000 x 0.25)
Aa = 30,000
PROPOSED 6TH FLOOR AREA 11,191

BUILDING B - ALLOWABLE AREA ANALYSIS (SINGLE OCCUPANCY) 3RD-5TH FLOOR ALLOWABLE AREA (BUILDING B):

ALLOWABLE AREA PER STORY Aa = 24,000 + (24,000 x 0.25)
Aa = 30,000
PROPOSED 3RD-5TH FLOOR AREA 11,573
2ND FLOOR ALLOWABLE AREA (BUILDING B):

ALLOWABLE AREA PER STORY Aa = 24,000 + (24,000 x 0.25)
Aa = 30,000
PROPOSED 2ND FLOOR AREA 11,522
443 of 833
7174 SF 36
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C

BUILDING A

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
8243 SF 42
R-2 RESIDENTIAL
200

BUILDING B

BUILDING C

BUILDING A

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
4876 SF 25
R-2 RESIDENTIAL
200
688 SF 46

B SKY LOUNGE
15 509 SF 34

B ROOF DECK
15 BUILDING B

BUILDING C

BUILDING A

HORIZONTAL EXIT
@ FIRE WALL

HORIZONTAL EXIT
@ FIRE WALL
GROSS
SQUARE

FOOTAGE

OCCUPANT
LOAD
FACTOR

OCCUPANT
COUNT

OCCUPANCY
TYPE
XXX

XXX XXX XXX

BUILDING SEPARATION
LINE

RESIDENTIAL OCCUPANCY

BUSINESS OCCUPANCY

BUILDING PERIMETER

BUILDING PERIMETER
FACING OPEN SPACE >30'

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 0.11
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BUILDING C-ALLOWABLE

AREA ANALYSIS
3/64" = 1'-0"
BUILDING C AREA PLAN - 2ND FLOOR
3/64" = 1'-0"
BUILDING C AREA PLAN - 3RD-5TH FLOOR
3/64" = 1'-0"
BUILDING C AREA PLAN - 6TH FLOOR
CBC 508.4.2 (SEPARATED OCCUPANCIES): IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM

OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1.

ALLOWABLE AREA OF EACH STORY (EQUATION 5-3) PER 506.2.2: Aa = At + (NS x If) Aa = ALLOWABLE AREA OF EACH STORY
At = ALLOWABLE AREA FACTOR (SM or SM WITH HEIGHT INCREASE) NS = ALLOWABLE AREA FACTOR FOR NONSPRINKLERED BUILDING
If = N/A (BUILDING C DOES NOT REQUIRE A FRONTAGE INCREASE) PER CBC 506.2.2, THE AGGREGATE SUM OF THE RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE ALLOWABLE AREA OF SUCH STORIES SHALL NOT EXCEED 2.
2ND FLOOR RATIO: 0.30
3RD-5TH FLOOR RATIO: 0.34
6TH FLOOR RATIO: 0.21
AGGREGATE SUM OF RATIOS (BUILDING A): 0.30 + 0.34 + 0.34 + 0.34 + 0.21 = 1.53 < 2.00 2ND FLOOR ALLOWABLE AREA (BUILDING C):

RESIDENTIAL (R-2 OCCUPANCY) Aa = 24,000
7,174 / 24,000 = 0.30

SUM OF RATIOS OF EACH
SEPARATED OCCUPANCY (2ND FLOOR): 0.30
3RD-5TH FLOOR ALLOWABLE AREA (BUILDING C):

RESIDENTIAL (R-2 OCCUPANCY) Aa = 24,000
8,243 / 24,000 = 0.34

SUM OF RATIOS OF EACH
SEPARATED OCCUPANCY (3RD-5TH FLOOR): 0.34

BUILDING C - ALLOWABLE AREA ANALYSIS (MIXED OCCUPANCY)
6TH FLOOR ALLOWABLE AREA (BUILDING C):

SKY LOUNGE/ROOF DECK (B OCCUPANCY) Aa = 85,500
1,197 / 85,500 = 0.01
RESIDENTIAL (R-2 OCCUPANCY) Aa = 24,000
4,876 / 24,000 = 0.2

SUM OF RATIOS OF EACH
SEPARATED OCCUPANCY (6TH FLOOR): 0.2 + 0.01 = 0.21
444 of 833

36.93 37.18 37.50 37.57 37.64 37.83 37.93 37.98

36.69 36.74 38.25

38.61 38.91

39.41 38.74

STATE ST

N SAN MATEO

VILLA TERRACE

N SAN MATEO

N SAN MATEO DR

STATE STVILLA TERRACE
2' - 0" TO PL 148' - 1"
FLAT ROOF OVER 6TH FLOOR
COURTYARD AT 2ND FLOOR
EXTERIOR POOL AT 2ND FLOOR
STAIR
FLAT ROOF OVER 6TH FLOOR
EXTERIOR WALKWAY AT 6TH FLOOR

EXTERIOR PLATFORM AND
WALKWAY AT 6TH FLOOR
ROOF OVER 6TH FLOOR

TERRACE AT
6TH FLOOR

EXTERIOR STAIR
TO PL
2' - 0"
5' - 8" 31' - 6"
TO PL
2' - 6"
35' - 5" 44' - 7" 108' - 3" 44' - 8"
PL
PL
PL
PL
PL
PL

STAIR TO
ROOF

ELEVATOR

PENTHOUSE

ELEVATOR

PENTHOUSE
RESIDENTIAL ENTRY AT 1ST FLOOR

AUTO ENTRY AND EXIT AT STREET LEVEL

ON STREET LOADING/TRASH
TERRACE AT 6TH FLOOR
TERRACES AT 2ND FLOOR
TERRACE AT 2ND FLOOR
EXTERIOR TERRACES AT 6TH FLOOR
BRIDGE AT 6TH FLOOR
TO PL
5' - 7"
29' - 7" 7' - 6" 46' - 7" 20' - 0" 82' - 3" 50' - 1" 57' - 0" 30' - 6" 8' - 5" 31' - 8" 35' - 0" 30' - 9" 32' - 9" 9' - 6"
65' - 7" 73' - 7" 34' - 11" 44' - 8"
2' - 0"
TO PL
16' - 8"
8' - 6"
TO PL

NEIGHBOR BUILDING NEIGHBOR BUILDING NEIGHBOR BUILDING
162' - 10" - OVERALL BUILDING DEPTH
73' - 3 1/2"
73' - 3 1/2"
73' - 3 1/2"
74' - 9 1/2"
75' - 11 1/2"
17' - 9 1/2"
62' - 3 1/2"
62' - 3 1/2"
62' - 3 1/2"
62' - 3 1/2"
62' - 3 1/2"
62' - 3 1/2"
337' - 5" - OVERALL BUILDING WIDTH
TO PL
1' - 7"
4' - 0" 67' - 10" 49' - 8" 33' - 5" 8' - 0"
235' - 4"
TO PL
99' - 0"
38' - 5" 77' - 5" 218' - 3" 41' - 0" 44' - 8"

SEE LANDSCAPE PLANS FOR DETAILS
SPA AT
2ND FLOOR
(N) CURB CUT

AND DRIVEWAY
TO PL
24' - 11"
10' - 0"
TO PL

REQUIRED SETBACKS PER SAN

MATEO MUNICIPAL CODE TITLE

27.48.090 AND 27.48.100

PROPERTY LINE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/16" = 1'-0"
A 2.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

SITE PLAN
1/16" = 1'-0"

SITE PLAN
445 of 833

RAMP UP
827 SF
BOILER
47446 SF

PARKING
STAIR 2
ELEV 1
ELEV 2
STAIR 1

FOR PARKING LAYOUT
REFER TO SHEET PK 2.0B
TO PL
2' - 6" 332' - 0" - OVERALL BUILDING WIDTH @ BASEMENT
TO PL
4' - 6"
2' - 9"

TO PL TO PL
162' - 4"
22' - 1" 179' - 10"
TO PL
2' - 6" 329' - 4"
TO PL
2' - 6"
TO PL
2' - 0"
40' - 8" 291' - 5"

BFPS AND PUMPS

ELEVATOR LOBBY
TO PL
150' - 0"
28'-1"
19'-6" 18'-7"
22'-10"
28'-5"
25'-2"
22'-1" 127'-5" 177'-10"
2' - 0"
TO PL

SECURITY LIGHTING AND

SURVEILLANCE CAMERS TO BE

INSTALLED THROUGOUT

PARKING GARAGE
18" X 30", TYP
TREE 18 - 6x

ESTIMATED DBH
TREE 20 - 8x
ø 40" ESTIMATED DBH
ø 16"
TREE 18 - 6x
ø 40" ESTIMATED DBH
1' - 6"
1' - 6"
1' - 6"
4' - 0"
3' - 1"
7' - 0"
118' - 7" 41' - 10"
3' - 1" 128' - 6" 14' - 0"
16' - 0"
TO PL
127' - 5"

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
3/32" = 1'-0"
A 2.0B
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BASEMENT FLOOR PLAN
3/32" = 1'-0"

BASEMENT FLOOR PLAN (DESIGN REVIEW PLANS)
446 of 833

RAMP DN
V
V

CORRIDOR

CORRIDOR
ELEV 1
202 SF
FIRE

COMMAND
533 SF

MAIL/PACKAGE
1105 SF
LOBBY
921 SF

COWORKING
782 SF

ND/LEASING
25002 SF
ELEV 2

PARKING
1574 SF

BIKE PARKING
946 SF

TRASH ROOM
175 SF
MUDDY
PAWS
250 SF

POOL EQUIPMENT
1086 SF

MAINTENANCE
656 SF
1 BEDROOM
TYPE: 1C4
668 SF
URBAN 1 BED
TYPE: UA
838 SF
URBAN 1 BED
TYPE: UC
942 SF
1 BEDROOM
TYPE: 1A2
954 SF
1 BEDROOM
TYPE: 1A2
773 SF
URBAN 1 BED
TYPE: UB
753 SF
URBAN 1 BED
TYPE: UA
735 SF
URBAN 1 BED
TYPE: UA
741 SF
URBAN 1 BED
TYPE: UA
1427 SF
2 BEDROOM
TYPE: 2G
667 SF
URBAN 1 BED
TYPE: UA
614 SF
URBAN 1 BED
TYPE: UA
1237 SF
2 BEDROOM
TYPE: 2D
65 SF
IDF
STAIR 2
STAIR 1

N SAN MATEO

STATE ST

VILLA TERRACE
533 SF
STUDIO
TYPE: SB

DN DN DN
DN
DN

RESIDENTIAL ENTRY

AUTO ENTRY AND EXIT
334' - 0" - OVERALL BUILDING WIDTH @ N. 1ST FLOOR
0' - 3" TO PL 162' - 10" - OVERALL BUILDING DEPTH @ 1ST FLOOR 2' - 0" TO PL

ELECTRIC
89' - 3" 19' - 11" 82' - 3" 87' - 10"
158' - 0" 4' - 6"
21' - 5" 56' - 7" 9' - 4" 10' - 11" 9' - 4" 41' - 2" 178' - 0" 4' - 0" 3' - 2" TO PL 330' - 11" 0' - 3" TO PL
16' - 0"
TO PL
118' - 7" 12' - 0" TO PL

CORRIDOR
DN

DN DN DN
DN
196 BIKES

TRANSFORMER
TO PL
2' - 0"
MPOE
TO PL
5' - 0"
DERO BIKE FILE (36)
DERO DUPLEX (82)DERO DECKER (70) DERO SWERVE RACK (8)
1' - 6 1/2"
1' - 6 1/2"
TREE 18 - 6x

ESTIMATED DBH
TREE 20 - 8x

ESTIMATED DBH
DN
1303 SF

ELECTRIC

SWITCH GEAR

SWITCH GEAR
15'-6" 10'-0" 30'-0"
1 1
21'-1"
23'-0"
38'-1"
23'-0"
45'-10"
220'-5"
94'-5"
109'-3"
8'-10"
9'-6" 47'-6"

KNOX BOX

LOCATION
(PV

OVERRIDE)
7'-0"
48'-1"
68'-6"
19'-0" 13'-0"
11'-10"
13'-0" 7'-9"
18'-5"
36'-9"
2 ELEC METER BANKS

ON EXT WALLS
9' - 4"
0' - 3" 1' - 6 1/2" 2' - 11" 6' - 0" TO PL STOOP, TYP.

TO PL
7"
3' - 3"
TO PL
TO PL
8' - 1"
TO PL
4' - 11"
TO PL
7"
TO PL
4' - 3"
TO PL
2' - 2"
TO PL
3' - 2"
TO PL
2' - 4"
193 SF

RESTROOMS
T
O
P
L
2' - 0"

TOOL LOCKER
4' - 0"
2' - 0"
3/4" / 1'-0" 1/8" / 1'-0" 3/8" / 1'-0"

SECURITY LIGHTING AND SECURITY GRILLE

SURVEILLANCE CAMERS TO BE

INSTALLED THROUGOUT

PARKING GARAGE

FOR PARKING LAYOUT
REFER TO SHEET PK 2.01
ø 40"
ø 16"
4' - 0" 3' - 2"
7' - 0"
1' - 6"
1'
1' - 6"
- 6"
R 21' - 8"
R 11' - 8"
DN
32' - 11 1/2"
25' - 2 1/4"
12' - 9"
9' - 7 1/2"
50' - 1"

EXTERIOR ACCESSIBLE ROUTE

PROPERTY LINE
45-DEG VISION TRIANGLE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 2.01
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
1ST FLOOR PLAN
3/32" = 1'-0"
1ST FLOOR PLAN (DESIGN REVIEW PLANS)
RESIDENTIAL UNIT TYPE BREAKDOWN - 1ST FLOOR

UNIT TYPE AREA COUNT
STUDIO 533 SF 1
URBAN 1 BED 5789 SF 8
1 BEDROOM 2551 SF 3
2 BEDROOM 2664 SF 2
RESIDENTIAL UNIT TOTALS 11537 SF 14

PLAN NOTES
1 CAST METAL BUILDING SIGNAGE, HT 18", DEPTH 2"
2 FIRE CONTROL ROOM SIGNAGE
447 of 833
DN

COURTYARD
POOL
SPA

WALKWAY ABOVE

LINE OF BLDG ABOVE
1034 SF
2 BEDROOM
TYPE: 2A2
606 SF
STUDIO
TYPE: S 588 SF
1 BEDROOM
TYPE: 1C1
743 SF
1 BEDROOM
TYPE: 1A2
857 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
857 SF
1 BEDROOM
TYPE: 1A2
708 SF
1 BEDROOM
TYPE: 1C2 692 SF
URBAN 1 BED
TYPE: UB 634 SF
URBAN 1 BED
TYPE: UB
731 SF
1 BEDROOM
TYPE: 1A2
1108 SF
2 BEDROOM
TYPE: 2A1
742 SF
1 BEDROOM
TYPE: 1A2
1983 SF

CORRIDOR
ELEV 1
26 SF
IDF
1500 SF
3 BEDROOM
TYPE: 3A
977 SF
2 BEDROOM
TYPE: 2C1
965 SF
2 BEDROOM
TYPE: 2C1
703 SF
1 BEDROOM
TYPE: 1B1
1148 SF
2 BEDROOM
TYPE: 2B2
1092 SF
2 BEDROOM
TYPE: 2C4
1066 SF
2 BEDROOM
TYPE: 2B3
690 SF
URBAN 1 BED
TYPE: UB
STAIR 2
672 SF
URBAN 1 BED
TYPE: UB
101 SF

TRASH RM W/ CHUTE
55 SF
IDF ELEV 2
STAIR 3

N SAN MATEO

STATE ST

VILLA TERRACE

OPEN TO BELOW
STAIR 1
337' - 5" - OVERALL BUILDING WIDTH @ 2ND FLOOR 1' - 7" TO PL 0' - 2" TO PL 154' - 10" - OVERALL BUILDING DEPTH @ 2ND FLOOR 10' - 0" TO PL 9' - 8" 25' - 6" 7' - 6" 46' - 7" 20' - 0" 82' - 3" 50' - 1" 57' - 0" 3' - 1" 35' - 10" 31' - 4" 5' - 5" 35' - 0" 30' - 9" 34' - 3"
82' - 3" 10' - 5" 63' - 1" 34' - 11" 9' - 11" 36' - 8" 4' - 8" 18' - 3" 93' - 0" TO PL 36' - 2" 35' - 8"
30' - 0" 9' - 10" 37' - 6" 48' - 0" 98' - 6"
9' - 0"
260' - 2" 74' - 2" TO PL
10' - 0" TO PL 136' - 8"
71' - 10"
37' - 11"
38' - 5"
23' - 2" 10' - 3" 39' - 8" 10' - 0"
TO PL
5' - 9"
10' - 2"
GYM
WC

CANOPY CANOPY

LINE OF

BUILDING
BELOW
8'-11"
9'-8"
64'-10"
29'-1"
7'-0"
24' - 7"
6' - 11"
7'-4" 7'-4"
16' - 3"
10' - 0"
11' - 6"
10' - 0"
11' - 2"
10' - 0"
10' - 0"
11' - 2"
41' - 0"
35' - 9"
44' - 8"
39' - 8"
41' - 0"
41' - 4"
36' - 1"
44' - 8"
39' - 8"

BUILDING SEPARATION LINE

PROPERTY LINE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 2.02
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
2ND FLOOR PLAN
3/32" = 1'-0"
2ND FLOOR PLAN (DESIGN REVIEW PLANS)
RESIDENTIAL UNIT TYPE BREAKDOWN - 2ND FLOOR

UNIT TYPE AREA COUNT
STUDIO 606 SF 1
URBAN 1 BED 4034 SF 6
1 BEDROOM 11438 SF 15
2 BEDROOM 8575 SF 8
3 BEDROOM 1500 SF 1
RESIDENTIAL UNIT TOTALS 26153 SF 31
448 of 833
1491 SF
3 BEDROOM
TYPE: 3A
977 SF
2 BEDROOM
TYPE: 2C1
965 SF
2 BEDROOM
TYPE: 2C1
699 SF
1 BEDROOM
TYPE: 1B1
1152 SF
2 BEDROOM
TYPE: 2B2
1092 SF
2 BEDROOM
TYPE: 2C4
1066 SF
2 BEDROOM
TYPE: 2B3
1034 SF
2 BEDROOM
TYPE: 2A2
1179 SF
2 BEDROOM
TYPE: 2C3
607 SF
STUDIO
TYPE: S
582 SF
1 BEDROOM
TYPE: 1C1
766 SF
1 BEDROOM
TYPE: 1A1
743 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
740 SF
1 BEDROOM
TYPE: 1A1
758 SF
1 BEDROOM
TYPE: 1A1
756 SF
1 BEDROOM
TYPE: 1A1
857 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
785 SF
1 BEDROOM
TYPE: 1C2
669 SF
URBAN 1 BED
TYPE: UB
632 SF
URBAN 1 BED
TYPE: UB
733 SF
1 BEDROOM
TYPE: 1A2
1099 SF
2 BEDROOM
TYPE: 2A1
755 SF
1 BEDROOM
TYPE: 1A1
876 SF
1 BEDROOM
TYPE: 1A1
673 SF
URBAN 1 BED
TYPE: UB
673 SF
URBAN 1 BED
TYPE: UB
675 SF
URBAN 1 BED
TYPE: UB
1062 SF
2 BEDROOM
TYPE: 2C2
982 SF
2 BEDROOM
TYPE: 2A3
1101 SF
2 BEDROOM
TYPE: 2B1
643 SF
URBAN 1 BED
TYPE: UA
673 SF
URBAN 1 BED
TYPE: UB
742 SF
1 BEDROOM
TYPE: 1A2

CORRIDOR
29 SF
IDF
ELEV 1
99 SF

TRASH RM W/ CHUTE
55 SF
IDF ELEV 2

COURTYARD BELOW

N SAN MATEO

STATE ST

VILLA TERRACE
STAIR 1
STAIR 2
STAIR 3

EXTERIOR WALKWAY

EXTERIOR WALKWAY
9' - 8" 25' - 6" 7' - 6" 46' - 7" 20' - 0" 82' - 3" 50' - 1" 57' - 0" 3' - 1" 35' - 10" 30' - 0" 9' - 10" 37' - 6" 48' - 0" 98' - 6" 14' - 4" 9' - 10" 47' - 8" 212' - 10" 9' - 0"
41' - 0"
337' - 5" - OVERALL BUILDING WIDTH @ 3RD FLOOR 1' - 7" TO PL 0' - 2" TO PL 154' - 10" - OVERALL BUILDING DEPTH @ 3RD FLOOR 10' - 0" TO PL 31' - 4" 5' - 5" 35' - 0" 30' - 9" 34' - 3"
82' - 3" 10' - 5" 63' - 1" 34' - 11" 9' - 11" 36' - 8" 4' - 8" 18' - 3" 93' - 1" TO PL 29' - 11" 6' - 3" 35' - 8"
260' - 2" 74' - 2" TO PL
10' - 0" TO PL 136' - 8"
TO PL
5' - 9"
23' - 2" 10' - 3" 39' - 8" 10' - 0"
8'-11"
9'-8"
16' - 3"
44' - 8"
39' - 8"
44' - 8"
20' - 6" 20' - 6"
22' - 10" 18' - 0"
17' - 10" 18' - 0"
24' - 10" 19' - 10"
19' - 10" 19' - 10"

BUILDING SEPARATION LINE

PROPERTY LINE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 2.03
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
3RD FLOOR PLAN
3/32" = 1'-0"
3RD FLOOR PLAN (DESIGN REVIEW PLANS)
RESIDENTIAL UNIT TYPE BREAKDOWN - 3RD FLOOR

UNIT TYPE AREA COUNT
STUDIO 607 SF 1
URBAN 1 BED 4638 SF 7
1 BEDROOM 11509 SF 15
2 BEDROOM 11709 SF 11
3 BEDROOM 1491 SF 1
RESIDENTIAL UNIT TOTALS 29954 SF 35
449 of 833

CORRIDOR
26 SF
IDF
ELEV 1
100 SF

TRASH RM W/ CHUTE
55 SF
IDF ELEV 2

EXTERIOR WALKWAY

COURTYARD BELOW

N SAN MATEO

STATE ST

VILLA TERRACE
STAIR 1
STAIR 2
STAIR 3
337' - 5" - OVERALL BUILDING WIDTH @ 4TH FLOOR 1' - 7" TO PL 0' - 2" TO PL 154' - 10" - OVERALL BUILDING DEPTH @ 4TH FLOOR 10' - 0" TO PL 9' - 8" 25' - 6" 7' - 6" 46' - 7" 20' - 0" 82' - 3" 50' - 1" 57' - 0" 3' - 1" 35' - 10" 31' - 4" 5' - 5" 35' - 0" 30' - 9" 34' - 3"
82' - 3" 10' - 5" 63' - 1" 34' - 11" 9' - 11" 36' - 8" 4' - 8" 18' - 3" 93' - 1" TO PL 29' - 11" 6' - 3" 35' - 8"
30' - 0" 9' - 10" 37' - 6" 48' - 0" 98' - 6" 14' - 4" 9' - 10" 47' - 8" 212' - 10" 9' - 0"
41' - 0"
260' - 2" 74' - 2" TO PL
10' - 0" TO PL 136' - 8"
1491 SF
3 BEDROOM
TYPE: 3A
977 SF
2 BEDROOM
TYPE: 2C1
965 SF
2 BEDROOM
TYPE: 2C1
703 SF
1 BEDROOM
TYPE: 1B1
1148 SF
2 BEDROOM
TYPE: 2B2
1092 SF
2 BEDROOM
TYPE: 2C4
1066 SF
2 BEDROOM
TYPE: 2B3
1033 SF
2 BEDROOM
TYPE: 2A2
1177 SF
2 BEDROOM
TYPE: 2C3
606 SF
STUDIO
TYPE: S
597 SF
1 BEDROOM
TYPE: 1C1
767 SF
1 BEDROOM
TYPE: 1A1
743 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
740 SF
1 BEDROOM
TYPE: 1A1
758 SF
1 BEDROOM
TYPE: 1A1
756 SF
1 BEDROOM
TYPE: 1A1
857 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
775 SF
1 BEDROOM
TYPE: 1C2
669 SF
URBAN 1 BED
TYPE: UB
632 SF
URBAN 1 BED
TYPE: UB
733 SF
1 BEDROOM
TYPE: 1A2
1099 SF
2 BEDROOM
TYPE: 2A1
755 SF
1 BEDROOM
TYPE: 1A1
876 SF
1 BEDROOM
TYPE: 1A1
673 SF
URBAN 1 BED
TYPE: UB
673 SF
URBAN 1 BED
TYPE: UB
675 SF
URBAN 1 BED
TYPE: UB
1062 SF
2 BEDROOM
TYPE: 2C2
982 SF
2 BEDROOM
TYPE: 2A3
1099 SF
2 BEDROOM
TYPE: 2B1
643 SF
URBAN 1 BED
TYPE: UA
673 SF
URBAN 1 BED
TYPE: UB
742 SF
1 BEDROOM
TYPE: 1A2
23' - 2" 10' - 3" 39' - 8" 10' - 0"
9'-8"
16' - 3"
36' - 0"
44' - 8"
39' - 8"
41' - 0"
20' - 6" 20' - 6"
22' - 10" 18' - 1"
17' - 10" 18' - 1"
24' - 10" 19' - 10"
19' - 10" 19' - 10"

BUILDING SEPARATION LINE

PROPERTY LINE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 2.04
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
4TH FLOOR PLAN
3/32" = 1'-0"
4TH FLOOR PLAN (DESIGN REVIEW PLANS)
RESIDENTIAL UNIT TYPE BREAKDOWN - 4TH FLOOR

UNIT TYPE AREA COUNT
STUDIO 606 SF 1
URBAN 1 BED 4638 SF 7
1 BEDROOM 11519 SF 15
2 BEDROOM 11700 SF 11
3 BEDROOM 1491 SF 1
RESIDENTIAL UNIT TOTALS 29955 SF 35
450 of 833

CORRIDOR
26 SF
IDF
ELEV 1
100 SF

TRASH RM W/ CHUTE
55 SF
IDF ELEV 2

COURTYARD BELOW

EXTERIOR WALKWAY

N SAN MATEO

STATE ST

VILLA TERRACE
STAIR 1
STAIR 2
STAIR 3
9' - 8" 25' - 6" 7' - 6" 46' - 7" 20' - 0" 82' - 3" 50' - 1" 57' - 0" 3' - 1" 35' - 10" 31' - 4" 5' - 5" 35' - 0" 30' - 9" 34' - 3"
82' - 3" 10' - 5" 63' - 1" 34' - 11" 9' - 11" 36' - 8" 4' - 8" 18' - 3" 93' - 1" TO PL 29' - 11" 6' - 3" 35' - 8"
30' - 0" 9' - 10" 37' - 6" 48' - 0" 98' - 6" 14' - 4" 9' - 10" 47' - 8" 212' - 9" 9' - 0"
41' - 0"
337' - 5" - OVERALL BUILDING WIDTH @ 5TH FLOOR 1' - 7" TO PL 154' - 10" - OVERALL BUILDING DEPTH @ 5TH FLOOR 10' - 0" TO PL 260' - 2" 74' - 2" TO PL
10' - 0" TO PL 136' - 8"
1492 SF
3 BEDROOM
TYPE: 3A
978 SF
2 BEDROOM
TYPE: 2C1
965 SF
2 BEDROOM
TYPE: 2C1
704 SF
1 BEDROOM
TYPE: 1B1
1147 SF
2 BEDROOM
TYPE: 2B2
1092 SF
2 BEDROOM
TYPE: 2C4
1067 SF
2 BEDROOM
TYPE: 2B3
1028 SF
2 BEDROOM
TYPE: 2A2
1177 SF
2 BEDROOM
TYPE: 2C3
606 SF
STUDIO
TYPE: S
597 SF
1 BEDROOM
TYPE: 1C1
767 SF
1 BEDROOM
TYPE: 1A1
743 SF
1 BEDROOM
TYPE: 1A2
859 SF
1 BEDROOM
TYPE: 1A2
740 SF
1 BEDROOM
TYPE: 1A1
758 SF
1 BEDROOM
TYPE: 1A1
756 SF
1 BEDROOM
TYPE: 1A1
858 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
775 SF
1 BEDROOM
TYPE: 1C2
669 SF
URBAN 1 BED
TYPE: UB
632 SF
URBAN 1 BED
TYPE: UB
733 SF
1 BEDROOM
TYPE: 1A2
1102 SF
2 BEDROOM
TYPE: 2A1
755 SF
1 BEDROOM
TYPE: 1A1
876 SF
1 BEDROOM
TYPE: 1A1
673 SF
URBAN 1 BED
TYPE: UB
673 SF
URBAN 1 BED
TYPE: UB
675 SF
URBAN 1 BED
TYPE: UB
1062 SF
2 BEDROOM
TYPE: 2C2
982 SF
2 BEDROOM
TYPE: 2A3
1102 SF
2 BEDROOM
TYPE: 2B1
643 SF
URBAN 1 BED
TYPE: UA
673 SF
URBAN 1 BED
TYPE: UB
742 SF
1 BEDROOM
TYPE: 1A2
23' - 2" 10' - 3" 39' - 8" 10' - 0"
TO PL
5' - 9"
9'-8"
16' - 3"
11' - 6"
11' - 2"
11' - 3"
10' - 0"
10' - 2"
36' - 0"
44' - 8"
39' - 8"
41' - 1"
20' - 6" 20' - 7"
22' - 10" 18' - 1"
17' - 10" 17' - 10"
24' - 10" 19' - 10"
19' - 10" 19' - 10"

BUILDING SEPARATION LINE

PROPERTY LINE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 2.05
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
5TH FLOOR PLAN
3/32" = 1'-0"
5TH FLOOR PLAN (DESIGN REVIEW PLANS)
RESIDENTIAL UNIT TYPE BREAKDOWN - 5TH FLOOR

UNIT TYPE AREA COUNT
STUDIO 606 SF 1
URBAN 1 BED 4638 SF 7
1 BEDROOM 11522 SF 15
2 BEDROOM 11703 SF 11
3 BEDROOM 1492 SF 1
RESIDENTIAL UNIT TOTALS 29961 SF 35
451 of 833

COURTYARD BELOW

EXTERIOR WALKWAY

EXTERIOR WALKWAY
750 SF

SKY LOUNGE
85 SF
ADA BA
1164 SF
2 BEDROOM
TYPE: 2C3
766 SF
1 BEDROOM
TYPE: 1A1
740 SF
1 BEDROOM
TYPE: 1A1
757 SF
1 BEDROOM
TYPE: 1A1
755 SF
1 BEDROOM
TYPE: 1A1
755 SF
1 BEDROOM
TYPE: 1A1
755 SF
1 BEDROOM
TYPE: 1A1
1061 SF
2 BEDROOM
TYPE: 2C2
982 SF
2 BEDROOM
TYPE: 2A3
669 SF
URBAN 1 BED
TYPE: UB
632 SF
URBAN 1 BED
TYPE: UB
733 SF
1 BEDROOM
TYPE: 1A2
814 SF
2 BEDROOM
TYPE: 1C3
571 SF
STUDIO
TYPE: S
761 SF
1 BEDROOM
TYPE: 1A3
570 SF
STUDIO
TYPE: S
597 SF
1 BEDROOM
TYPE: 1C1
743 SF
1 BEDROOM
TYPE: 1A2
857 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
860 SF
1 BEDROOM
TYPE: 1A2
642 SF
1 BEDROOM
TYPE: 1C2
742 SF
1 BEDROOM
TYPE: 1A2
982 SF
2 BEDROOM
TYPE: 2C1
961 SF
2 BEDROOM
TYPE: 2C1
688 SF
1 BEDROOM
TYPE: 1B1
1045 SF
2 BEDROOM
TYPE: 2E
588 SF
STUDIO
TYPE: S
581 SF
STUDIO
TYPE: S
986 SF
2 BEDROOM
TYPE: 2F
31 SF
IDF
ELEV 1
ELEV 2
63 SF
IDF
1240 SF
2 BEDROOM
TYPE: 2H

N SAN MATEO

STATE ST

VILLA TERRACE

CORRIDOR
STAIR 1
STAIR 2
STAIR 3
334' - 0" - OVERALL BUILDING WIDTH @ 6TH FLOOR 5' - 0" TO PL 0' - 2" TO PL 154' - 10" - OVERALL BUILDING DEPTH @ 6TH FLOOR 10' - 0" TO PL 46' - 7" 20' - 0" 82' - 3" 50' - 1" 57' - 0" 30' - 6" 10' - 0" TO PL 25' - 6" 6' - 2" 35' - 0" 30' - 9" 11' - 7" 21' - 2"
93' - 1" TO PL 9' - 8" 20' - 4" 37' - 11"
38' - 5" 30' - 0" 9' - 10" 37' - 6" 146' - 6" 14' - 4" 9' - 10" 37' - 10" 9' - 9" 41' - 0" 44' - 8" 2' - 6" TO PL 225' - 0"
TO PL
106' - 10"
5' - 0" TO PL 29' - 8" 47' - 7" 10' - 5" 63' - 1" 34' - 11" 36' - 10" 35' - 5" 189' - 8"
5' - 0" TO PL 131' - 7" 10' - 0" TO PL
111 SF

TRASH RM W/ CHUTE
5' - 7" TO PL 37' - 1"
23' - 5"
TO PL
20' - 0" 44' - 8" 5' - 0"
TO PL
5' - 9"
8'-7"
8'-0"
36'-2"
18'-8"
9'-8"
18' - 8"
11' - 6"
10' - 0"
11' - 2"
30' - 7"
44' - 7"
38' - 6"
29' - 11"
34' - 11"
35' - 0"

BUILDING SEPARATION LINE

PROPERTY LINE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 2.06
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
6TH FLOOR PLAN
3/32" = 1'-0"
6TH FLOOR PLAN (DESIGN REVIEW PLANS)
RESIDENTIAL UNIT TYPE BREAKDOWN - 6TH FLOOR

UNIT TYPE AREA COUNT
STUDIO 2310 SF 4
URBAN 1 BED 1301 SF 2
1 BEDROOM 12008 SF 16
2 BEDROOM 9237 SF 9
RESIDENTIAL UNIT TOTALS 24855 SF 31
452 of 833

N SAN MATEO

STATE ST

VILLA TERRACE
FLAT ROOF OVER 6TH FLOOR

EXTERIOR
STAIR
FROM 6TH

FLOOR TO
2ND FLOOR

FLAT ROOF OVER
6TH FLOOR
EXTERIOR WALKWAY AT 6TH FLOOR

EXTERIOR TERRACE AND
WALKWAY AT 6TH FLOOR
FLAT ROOF OVER 6TH FLOOR

FLAT ROOF

OVER ELEV

PENTHOUSE
TERRACE AT 6TH FLOOR

TERRACE AT
6TH FLOOR

TERRACE
AT 6TH
FLOOR
TERRACE AT 6TH FLOOR
TERRACE AT 6TH FLOOR
TERRACES AT 6TH FLOOR

FLAT ROOF O/
6TH FLR
BRIDGE AT 6TH FLOOR

MECHANICAL

MECHANICAL MECHANICAL
73' - 3 1/2"
73' - 3 1/2"
74' - 9 1/2"
75' - 11 1/2"
337' - 5"
154' - 10"
5' - 7" 46' - 7" 20' - 0" 82' - 3" 50' - 1" 57' - 0" 30' - 6" 25' - 6" 6' - 2" 35' - 0" 30' - 9" 11' - 7" 14' - 0" 7' - 2" 1' - 6" 5' - 8" 31' - 6" 45' - 11" 9' - 8" 20' - 4" 37' - 11"
38' - 5" 30' - 0" 9' - 10" 37' - 6" 146' - 6" 14' - 4" 9' - 10" 37' - 10" 9' - 9" 41' - 0" 44' - 8" 232' - 10"
37' - 1"
2' - 6" 11' - 8" 18' - 0" 47' - 7" 10' - 5" 63' - 1" 34' - 11" 44' - 8" 35' - 5" 44' - 7" 107' - 6" 45' - 4"
140' - 1"
8' - 5"
82' - 8 1/2"
75' - 3 1/2"
75' - 3 1/2"

MECHANICAL

MECHANICAL
82' - 9 1/2"
BALCONY AT 6TH FLOOR, TYP
BALCONY AT 6TH FLOOR, TYP

FLAT ROOF

OVER ELEV

PENTHOUSE

FLAT ROOF
OVER

STAIRS TO
ROOF

CORNICE
BALCONY AT 6TH FLOOR, TYP

SOLAR READY ZONE
62' - 3 1/2"
62' - 3 1/2"
62' - 3 1/2"

DECORATIVE SCREENS

AND TRELLISES, TYP

FALL PROTECTION

SOLAR READY ZONE

SOLAR READY ZONE SOLAR READY ZONE
TOTAL ROOF AREA 32,000 SF (APPRX)
REQUIRED SOLAR READY AREA 32,000 x 15% = 4,800 SF
SOLAR READY AREA PROVIDED 4,860 SF

CORNICE
2' - 0"

OVERHANG
3' - 9"

OVERHANG
7' - 10"

OVERHANG
7' - 9"

COURTYARD BELOW

STATE ST

MECHANICAL EQUIPMENT
4' - 0"
715 NSM
3' - 0"

N SAN MATEO ROAD

MECHANICAL

EQUIPMENT
715 NSM
4' - 0"
4' - 6"

VILLA TERRACE

MECHANICAL

EQUIPMENT
715 NSM
4' - 0"
4' - 8"

BUILDING SEPARATION LINE

PROPERTY LINE

PROJECT
NORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 2.07
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

ROOF PLAN
3/32" = 1'-0"

ROOF PLAN

SIGHT LINE DIAGRAMS

MECHANICAL EQUIPMENT NOT VISIBLE

FROM RIGHT OF WAY
453 of 833

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

VILLA TERRACE

STATE ST
71' - 9" 10' - 0"

PENTHOUSE
83' - 3 1/2"
16' - 3" 13' - 9" 10' - 3" 10' - 3" 10' - 3" 11' - 0" 4' - 0"

HIGH POINT
75' - 11 1/2"
75' - 11 1/2" - BUILDING HEIGHT
1 2
434
7 LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

VILLA TERRACE

STATE ST
71' - 9"
4' - 0"

PENTHOUSE
83' - 3 1/2"
10' - 0"
11' - 0" 10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"

HIGH POINT
75' - 11 1/2"
75' - 11 1/2" - BUILDING HEIGHT
34144
5 8' - 0"
5 6
8' - 0"
7 8
8 DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
3/32" = 1'-0"
A 3.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BUILDING ELEVATIONS
3/32" = 1'-0"

EAST ELEVATION
3/32" = 1'-0"

WEST ELEVATION

ELEVATION NOTES
1 42" FALL PROTECTION GUARDRAIL AT ROOF, TYP.
2 CAST METAL BUILDING SIGNAGE, HT 18", DEPTH 2"
3 42" GUARDRAIL AT UNIT, TYP.
4 STAIR PENTHOUSE
5 8' TALL PRIVACY FENCE ALONG REAR PROPERTY
LINE, STEP FENCE WITH GRADE TO MAINTAIN 8'
HEIGHT
6 RAISED PLANTER @ REAR PL, TYP
7 EXTERIOR LIGHTING, TYP. SEE E 2.00 FOR

EXTERIOR LIGHTING PLANS, SCHEDULE & SPECS
8 3-DIMENSIONAL WALL RELIEF PILASTERS
454 of 833

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"
N. SAN MATEO DR 10' - 0" 71' - 9"

PENTHOUSE
83' - 3 1/2"
4' - 0" 11' - 0" 10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"

TOP OF PARAPET
77' - 3 1/2"
N. SAN MATEO DR
10' - 0" 71' - 9"

PENTHOUSE
83' - 3 1/2"
4' - 0" 11' - 0" 10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"

HIGH POINT
75' - 11 1/2"
75' - 11 1/2" - BUILDING HEIGHT
4314
7 LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"
10' - 0" 71' - 9"

PENTHOUSE
83' - 3 1/2"
4' - 0" 11' - 0" 10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"

HIGH POINT
75' - 11 1/2"
75' - 11 1/2" - BUILDING HEIGHT
1 3
7 SILL BAND
0' - 1 1/2"
0' - 4"

TYPICAL SILL BAND DETAIL

AT STUCCO WALL

EXTERIOR INTERIOR

WINDOW FRAME

WALL ASSEMBLY
0' - 3" MIN
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 3.01
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BUILDING ELEVATIONS
3/32" = 1'-0"

SOUTH ELEVATION
3/32" = 1'-0"

NORTH ELEVATION
3/32" = 1'-0"
2ND FLOOR COURTYARD - SOUTH ELEVATION

EXTERIOR LIGHTING PLANS, SCHEDULE & SPECS
8 3-DIMENSIONAL WALL RELIEF PILASTERS
455 of 833

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"
10' - 0" 73' - 4"

VILLA TERRACE

STATE ST

PENTHOUSE
83' - 3 1/2"
4' - 0" 11' - 0" 10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"

HIGH POINT
75' - 11 1/2"
75' - 11 1/2" - BUILDING HEIGHT
13 4
7 4

LOW GRADE
0' - 0"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

VILLA TERRACE
STATE ST 73' - 4" 10' - 0"

PENTHOUSE
83' - 3 1/2"
16' - 3" 13' - 9" 10' - 3" 10' - 3" 10' - 3" 11' - 0" 4' - 0"

HIGH POINT
75' - 11 1/2"
75' - 11 1/2" - BUILDING HEIGHT
714
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
3/32" = 1'-0"
A 3.02
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BUILDING ELEVATIONS
3/32" = 1'-0"
2ND FLOOR COURTYARD - WEST ELEVATION
3/32" = 1'-0"
2ND FLOOR COURTYARD - EAST ELEVATION

EXTERIOR LIGHTING PLANS, SCHEDULE & SPECS
8 3-DIMENSIONAL WALL RELIEF PILASTERS
456 of 833
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

VILLA TERRACE

STATE ST
10' - 0" 71' - 9"
UNITS

UTILITY PARKING

AMENITY

PARKING
15' - 7" 12' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 6"
CORR.

PENTHOUSE
83' - 3 1/2"
4' - 0" 11' - 0" 10' - 3" 10' - 3" 10' - 3" 13' - 9"
UTILITY CORR.

CORR.
212 1' - 6" 0' - 8"
10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"

VILLA TERRACE

STATE ST
10' - 0" 71' - 9"
POOL
UNITS

UTILITY PARKING

AMENITY

PARKING

PENTHOUSE
83' - 3 1/2"
4' - 0" 11' - 0" 20' - 6" 10' - 3" 13' - 9" 16' - 3" 10' - 3" 11' - 6" 9' - 0" 9' - 0" 9' - 0" 12' - 6" 15' - 7"
2122
1' - 6"
10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
3/32" = 1'-0"
A 3.50
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

LONGITUDINAL SECTIONS
3/32" = 1'-0"

LONGITUDINAL SECTION THROUGH NORTHERN VOLUME
3/32" = 1'-0"

LONGITUDINAL SECTION THROUGH SOUTH VOLUME

SECTION NOTES
1 42" FALL PROTECTION GUARDRAIL AT ROOF, TYP.
2 STAIR PENTHOUSE
457 of 833
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"
N. SAN MATEO DR
UNITS UNITS STAIR 2

PARKING

COURTYARD
10' - 0" 71' - 9" 10' - 3"
CORR.

PENTHOUSE
83' - 3 1/2"
9' - 6" 9' - 0" 9' - 0" 9' - 0" 12' - 6" 15' - 7"
12 1' - 6"
10' - 3" 10' - 3" 10' - 3" 13' - 9" 16' - 3"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"
N. SAN MATEO DR
UNITS

AMENITY

PARKING

COURTYARD
10' - 0" 71' - 9" 10' - 3"
CORR.

PENTHOUSE
83' - 3 1/2"
9' - 6" 9' - 0" 9' - 0" 9' - 0" 12' - 6" 15' - 7" 8' - 9" 122
1' - 6"
10' - 3" 16' - 3" 13' - 9" 10' - 3" 10' - 3" 10' - 3"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"
N. SAN MATEO DR

UNITS UNITS

AMENITY

PARKING

COURTYARD

PARKING
10' - 0" 71' - 9" 10' - 3"
15' - 7" 12' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 6"
CORR.

PENTHOUSE
83' - 3 1/2"
122
8' - 9"
1' - 6"
10' - 3" 16' - 3" 13' - 9" 10' - 3" 10' - 3" 10' - 3"
BASEMENT -8' - 8"
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"
3RD FLOOR
31' - 6 1/2"
4TH FLOOR
41' - 9 1/2"
5TH FLOOR
52' - 0 1/2"
6TH FLOOR
62' - 3 1/2"
ROOF
73' - 3 1/2"

TOP OF PARAPET
77' - 3 1/2"
N. SAN MATEO DR

SPA POOL
UNITS

AMENITY

PARKING
10' - 0" 71' - 9" 10' - 3"

UTILITY
CORR.

PENTHOUSE
83' - 3 1/2"
9' - 6" 9' - 0" 9' - 0" 9' - 0" 12' - 6" 14' - 3" 10' - 4" 122
1' - 3"
11' - 7" 14' - 11" 13' - 9" 10' - 3" 10' - 3" 10' - 3"
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
3/32" = 1'-0"
A 3.60
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

TRANSVERSE SECTIONS
3/32" = 1'-0"
TRANSVERSE SECTION 3
3/32" = 1'-0"
TRANSVERSE SECTION 1
3/32" = 1'-0"
TRANSVERSE SECTION 2
3/32" = 1'-0"
TRANSVERSE SECTION 4

SECTION NOTES
1 42" FALL PROTECTION GUARDRAIL AT ROOF, TYP.
2 STAIR PENTHOUSE
458 of 833
1A2 UA UB UB

UB UB UB UB
3RD-5TH FLOOR
2A2 S 1C1 1A2 1A2
2C3
2B1
3A 2C1 2C1
1B1
2B2 2C4 2B3
2C2 2A3
1A2 1A2 1C2 1A2 2A1
1A1 1A1 1A1 1A1 1A1 1A1

UA UB UA UA UA
UAUA
1ST FLOOR
2G SB UC 1A2 1A2
1C4
2D

UB UB UB UB
UB UB
2ND FLOOR
3A 2C1 2C1
1B1
2B2 2C4 2B3
1A1 1A1 1A1
2C3 1A1 1A1 1A1
2A2 S 1C1 1A2 1A2 1A2 1A2 1A2 1C2 1A2 2A1
UB UB
6TH FLOOR
1A2
1A11A21A31B11C11C21C31C42A12A22A32B12B22B32C12C22C32C42D2E2F2G2H3ASSBUAUBUC 2E
1B1
2C1 2C1 2H
2C3
1A3 S 1C1 1A2 1A2 1A2 1A2 1C2 S 1A2 1C3
2C2 2A3
1A1 1A1 1A1 S S 2F 1A1 1A1 1A1
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/64" = 1'-0"
A 6.40
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

UNIT TYPES - ALL
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES

UNIT NAMES & TYPES
UNIT NAME UNIT TYPE QUANTITY % TYPE AREA ALLOCATED % AREA UNIT AREA MIN...MAX (SF) BEDROOM S TOTAL BEDROOMS BATHS TOTAL BATHS 1A1 1 BEDROOM 30 16.6% 23131 SF 15% 740 ... 877 1 30 1 301A2 1 BEDROOM 32 17.7% 25855 SF 17% 731 ... 954 1 32 1 321A3 1 BEDROOM 1 0.6% 761 SF 0% 761 1 1 1 11B1 1 BEDROOM 5 2.8% 3498 SF 2% 688 ... 704 1 5 1 51C1 1 BEDROOM 5 2.8% 2962 SF 2% 582 ... 597 1 5 1 51C2 1 BEDROOM 5 2.8% 3685 SF 2% 642 ... 785 1 5 1 51C3 2 BEDROOM 1 0.6% 814 SF 1% 814 2 2 1 11C4 1 BEDROOM 1 0.6% 656 SF 0% 656 1 1 1 12A1 2 BEDROOM 4 2.2% 4409 SF 3% 1099 ... 1108 2 8 2 82A2 2 BEDROOM 4 2.2% 4129 SF 3% 1028 ... 1034 2 8 2 82A3 2 BEDROOM 4 2.2% 3928 SF 3% 982 2 8 2 82B1 2 BEDROOM 3 1.7% 3302 SF 2% 1099 ... 1102 2 6 2 62B2 2 BEDROOM 4 2.2% 4594 SF 3% 1147 ... 1152 2 8 2 82B3 2 BEDROOM 4 2.2% 4265 SF 3% 1066 ... 1067 2 8 2 82C1 2 BEDROOM 10 5.5% 9714 SF 6% 961 ... 982 2 20 2 202C2 2 BEDROOM 4 2.2% 4247 SF 3% 1061 ... 1062 2 8 2 82C3 2 BEDROOM 5 2.8% 5882 SF 4% 1164 ... 1184 2 10 2 102C4 2 BEDROOM 4 2.2% 4368 SF 3% 1092 2 8 2 82D 2 BEDROOM 1 0.6% 1237 SF 1% 1237 2 2 2 22E 2 BEDROOM 1 0.6% 1045 SF 1% 1045 2 2 2 22F 2 BEDROOM 1 0.6% 986 SF 1% 986 2 2 2 22G 2 BEDROOM 1 0.6% 1427 SF 1% 1427 2 2 2 22H 2 BEDROOM 1 0.6% 1240 SF 1% 1240 2 2 2 23A 3 BEDROOM 4 2.2% 5975 SF 4% 1491 ... 1500 3 12 2 8S STUDIO 8 4.4% 4735 SF 3% 570 ... 607 1 8 1 8SB STUDIO 1 0.6% 533 SF 0% 533 1 1 1 1UA URBAN 1 BED 9 5.0% 6106 SF 4% 614 ... 753 1 9 1 9UB URBAN 1 BED 27 14.9% 18087 SF 12% 632 ... 773 1 27 1 27UC URBAN 1 BED 1 0.6% 838 SF 1% 838 1 1 1 1TOTALS 181 100.0% 152408 SF 100% 241 236

ALL UNITS PROVIDED WITH REQUIRED WATER CLOSET, LAVATORY, BATHTUB/SHOWER, KITCHEN SINK & CLOTHES WASHER CONNECTION PER CPC 422, SEE TABLE ABOVE FOR # OF FACILITIES PROVIDED BY UNIT TYPE. ACCESSIBLE BATHROOMS PLACED THROUGHOUT COMMON SPACES FOR CONVENIENCE, SEE PLANS.

UNIT KEY PLANS - BY FLOOR
459 of 833
UA
3RD-5TH FLOOR
S

UA UA UA UA
UAUA
1ST FLOOR2ND FLOOR
S
6TH FLOOR
S S
S S
A 6.B1
1 SIM
A 6.K1
1 SIM
6' - 9 1/2" 2' - 0" 10' - 7 1/4" 14' - 0 1/2"
9' - 6 1/2"
2' - 8 1/4" 2' - 7" 28' - 0 1/2"
16' - 8"
3' - 0"
6' - 8 1/2"
4' - 4 1/2"
3' - 0"
8' - 2 3/4"
5' - 0"
5' - 0"
2' - 0"

1.0A
6' - 8 1/2"
4' - 4 1/2"
4' - 10"
3' - 0"
8' - 2 3/4"
5' - 0"
5' - 0"
3' - 0"
2' - 0"
3' - 0"
1' - 11 3/4"
2' - 2"

LIVING / DINING

KITCHEN
BEDROOM 1
BATH 1
W/D
A 6.B1
1 SIM
6' - 8" 25' - 9"
1' - 9 1/2" 9' - 6 1/2"
6' - 3 1/2" 3' - 0" 19' - 2"
8' - 1 1/2" 9' - 6"
2' - 8 1/4"
1' - 11 3/4"
3' - 0"
3' - 0"
4' - 11"
5' - 0"
3' - 8 1/4"
6' - 2 1/2"

2.1A 2.0A

KITCHEN

LIVING / DINING
BED 1
BATH 1
W/D
UA
S
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.50
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

UNIT TYPES S AND UA

UNIT TYPE SUNIT TYPE UA
1/4" = 1'-0"

UNIT TYPE UA - ENLARGED PLAN
1/4" = 1'-0"

UNIT TYPE UA - RCP
1/4" = 1'-0"

UNIT TYPE S - RCP
1/4" = 1'-0"

UNIT TYPE S - ENLARGED PLAN
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
S STUDIO 8 570 ... 607
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
UA URBAN 1 BED 9 614 ... 753
TBDTBD
460 of 833
UB UB

UB UB UB UB
3RD-5TH FLOOR
UB
1ST FLOOR
UC

UB UB UB UB
UB UB
2ND FLOOR
UB UB
6TH FLOOR
6' - 9 1/2" 2' - 0" 10' - 7 1/4" 11' - 5 3/4"
1' - 11 1/2" 9' - 6 1/2"
7' - 2 3/4" 25' - 5 3/4"
17' - 8 3/4"
8' - 9 3/4"
6' - 7 1/2"
5' - 0"
3' - 2 1/4"
5' - 0"
4' - 11"
3' - 0"
1' - 11 3/4"
3' - 0"
3' - 1 1/2"
5' - 0"

3.0A

KITCHEN

LIVING / DINING
BEDROOM 1
BATH 1
W/D
A 6.B1
1 SIM
A 6.K1
1 SIM
10' - 5 1/4" 6' - 6"
10' - 10" 10' - 0" 22' - 1 1/4"
9' - 5 1/2" 7' - 10"

PRIVATE OUTDOOR SPACE
2' - 2"
3' - 0"
2' - 11"
3' - 0 1/2"
1' - 8"
2' - 10"
2' - 10"
4' - 11"
3' - 10" 3' - 4 3/4"
3' - 0"
6' - 2 1/4"
5' - 0"
4' - 10 1/2"
11' - 3"
1' - 11"

15.0B
7' - 4 1/2"
11' - 8"
5' - 4"

KITCHEN

LIVING / DINING
BEDROOM 1
BATH 1
UB
UC
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.51
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

UNIT TYPES UB AND UC

UNIT TYPE UBUNIT TYPE UC
1/4" = 1'-0"

UNIT TYPE UB - ENLARGED PLAN
1/4" = 1'-0"

UNIT TYPE UB - RCP
1/4" = 1'-0"

UNIT TYPE UC - RCP
1/4" = 1'-0"

UNIT TYPE UC - ENLARGED PLAN
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
UC URBAN 1 BED 1 838
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
UB URBAN 1 BED 27 632 ... 773
TBD
TBD
461 of 833
3RD-5TH FLOOR
1A2 1A2 1A2 1A2 1A2 1A2
1A1 1A1 1A1 1A1 1A1 1A1
1ST FLOOR
1A2 1A2
2ND FLOOR
1A2 1A2 1A2 1A2 1A2 1A2
1A1 1A1 1A1 1A1 1A1 1A1
6TH FLOOR
1A2 1A2 1A2 1A2 1A2 1A2
1A1 1A1 1A1 1A1 1A1 1A1
6' - 6" 8' - 4 3/4" 11' - 6 1/2"
7' - 2 3/4" 12' - 8" 12' - 9 1/2"
9' - 9 3/4" 5' - 1" 6' - 5 1/4"9' - 9 3/4" 11' - 11 1/4"

PRIVATE OPEN SPACE
4' - 5"4' - 5"
2' - 10 3/4"
2' - 2 3/4"
3' - 0"
3' - 0"3' - 0"
5' - 5 3/4"
3' - 0"
3' - 0 1/4"
3' - 0"

2.0A
3' - 0"
1' - 11 1/2"
1' - 9"
3' - 0"

LIVING / DINING

KITCHEN
BEDROOM 1
BATH 1
OFFICE
A 6.K1
5 SIM
A 6.B1
10 SIM
6' - 6" 8' - 4 3/4" 12' - 8 1/4"
9' - 10" 12' - 8"
12' - 8" 17' - 9 1/4"
9' - 10" 12' - 9 1/4"
3' - 2 1/2" 4' - 7" 3' - 5" 1' - 11"
3' - 0"
4' - 3 3/4"4' - 3 3/4"
3' - 0"3' - 0"
4' - 1 3/4"
3' - 0"
4' - 11"
3' - 0"
2' - 1 1/2"
3' - 0"

1.0A 1.0A 1.0A

KITCHEN

LIVING / DINING
BEDROOM 1
BATH 1
A 6.K1
5 SIM
A 6.B1
10 SIM
1A1
1A2
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.52
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 1A1 AND 1A2
UNIT TYPE 1A1UNIT TYPE 1A2
1/4" = 1'-0"
UNIT TYPE 1A2 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 1A2 - RCP
1/4" = 1'-0"
UNIT TYPE 1A1 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 1A1 - RCP
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1A2 1 BEDROOM 32 731 ... 954
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1A1 1 BEDROOM 30 740 ... 877
TBD
TBD
462 of 833
3RD-5TH FLOOR
1B1
1ST FLOOR2ND FLOOR
1B1
6TH FLOOR
1B1
1A3
10' - 2"
9' - 11 3/4"
6' - 5"
6' - 8 1/4" 19' - 6 1/4"
17' - 3 1/2"
10' - 5 1/2" 14' - 4"
1' - 10 1/4"
3' - 0"
8' - 1 3/4"
3' - 0"
3' - 4"
5' - 0"
4' - 9 1/4"
3' - 0"
1' - 9"
5' - 4 1/4" 7' - 9" 4' - 6" 7' - 9 1/2" 4' - 7 3/4"
3' - 0"

2.0A 22.0 2.0A 1.0A
3' - 0"

KITCHEN
LIVING / DININGBATH 1BEDROOM 1
A 6.B1
9 SIM
A 6.K1
1 SIM
17' - 8" 10' - 0"
10' - 4" 7' - 0 1/4"
24' - 11"
17' - 8" 10' - 0"
4' - 6" 6' - 0 1/2"

2.1A 3.0A

3.0A2.1A
3' - 0"
3' - 0"
6' - 10 1/2"
3' - 0"
5' - 0"5' - 0"
3' - 0"3' - 0"
8' - 3"
3' - 0"
4' - 9 1/2" 3' - 6 1/2" 5' - 0"
7' - 0 3/4"
6' - 2 1/4"

KITCHEN

LIVING / DINING
BEDROOM 1
BATH 1
A 6.K1
5 SIM
A 6.B1
10 SIM
1A3
1B1
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.53
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 1A3 AND 1B1
UNIT TYPE 1A3UNIT TYPE 1B1
1/4" = 1'-0"
UNIT TYPE 1B1 - RCP
1/4" = 1'-0"
UNIT TYPE 1B1 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 1A3 - RCP
1/4" = 1'-0"
UNIT TYPE 1A3 - ENLARGED PLAN
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1A3 1 BEDROOM 1 761
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1B1 1 BEDROOM 5 688 ... 704
TBD
TBD
463 of 833
3RD-5TH FLOOR
1C1 1C2
1ST FLOOR2ND FLOOR
1C1 1C2
6TH FLOOR
1C1 1C2
5' - 3 1/4" 2' - 2"
13' - 7 1/4" 20' - 8 3/4"
13' - 5 1/4" 10' - 0"
14' - 9 1/4" 2' - 0"
9' - 4" 8' - 10 1/2"

1.0A 1.0A
3' - 11 1/2"
5' - 0"
3' - 7" 15' - 6"
2' - 10" 2' - 10"8' - 10 1/2" 2' - 11"
3' - 8 1/4"
5' - 0"
1' - 9" 4' - 11 1/2"
3' - 0" 1' - 8"
7' - 0 3/4"
BEDROOM 1
KITCHEN BATH 1

LIVING / DINING
A 6.K1
1 SIM
A 6.B1
8 SIM
5' - 8 1/2" 6' - 6"
16' - 4 1/2" 16' - 0 1/4"
12' - 2 1/4" 9' - 6 1/2"
8' - 1 1/4" 2' - 0"
3' - 7 1/4" 9' - 6"
6' - 4 1/4"
6' - 0 1/4"

3.0A

2.0A
2' - 9"
3' - 0"
3' - 5 3/4"
6' - 0"
11 3/4" 3' - 0"
2' - 10"
1' - 8"
3' - 10"
3' - 0"
4' - 10"
1' - 10 1/4"
2' - 10"
3' - 0"

PRIVATE OUTDOOR SPACE

LIVING / DINING

KITCHEN
BEDROOM 1
BATH 1
W/D
A 6.K1
1 SIM
A 6.B1
9 SIM
1C1
1C2
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.54
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 1C1 AND 1C2
UNIT TYPE 1C1UNIT TYPE 1C2
1/4" = 1'-0"
UNIT TYPE 1C2 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 1C2 - RCP
1/4" = 1'-0"
UNIT TYPE 1C1 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 1C1 - RCP
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1C2 1 BEDROOM 5 642 ... 785
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1C1 1 BEDROOM 5 582 ... 597
TBD
TBD
464 of 833
3RD-5TH FLOOR
1ST FLOOR
1C4
2ND FLOOR6TH FLOOR
1C3
11' - 7 3/4"
10' - 9 1/4" 2' - 7 1/2" 6' - 6"
9' - 6"
17' - 11 1/4"
8' - 7" 6' - 10 1/4"
6' - 0 1/2" 22' - 1 1/2" 4' - 5 3/4" 10.0B
9' - 11 3/4"

12.0B
2' - 10"
5' - 0"
4' - 10"
3' - 11 3/4"
3' - 0"
2' - 11"

1.0D
2' - 11 3/4"
BEDROOM 1
BATH 1

KITCHEN

LIVING / DINING
A 6.K1
1 SIM
6' - 6 1/2" 5' - 0" 12' - 0 3/4"
10' - 0" 15' - 8 1/4"
15' - 5 1/2" 12' - 0 1/2"
5' - 2 1/2"
7' - 2 1/2"
4' - 8" 6' - 1"
6' - 1"

2.1A 3.0A

3.0A
2' - 11 1/4"
3' - 0"
2' - 1"
2' - 11" 3' - 11 3/4"
2' - 11"
3' - 0"
4' - 1 3/4"
4' - 9 1/2"
3' - 0"
9' - 6 1/2"
2' - 10"
4' - 9" 8 1/2"
3' - 0"
15' - 8 1/4"
7' - 7"
BEDROOM 1
BATH 1

KITCHEN

LIVING / DINING
A 6.K1
5 SIM
W/D
1C3
1C4
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.55
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 1C3 AND 1C4
UNIT TYPE 1C3UNIT TYPE 1C4
1/4" = 1'-0"
UNIT TYPE 1C4 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 1C4 - RCP
1/4" = 1'-0"
UNIT TYPE 1C3 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 1C3 - RCP
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1C4 1 BEDROOM 1 656
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
1C3 2 BEDROOM 1 814
TBD
TBD
465 of 833
3RD-5TH FLOOR
2A2 2A1
1ST FLOOR2ND FLOOR
2A2 2A1
6TH FLOOR
6' - 1 3/4" 9' - 11 1/2" 6' - 0" 10' - 9 1/2"
10' - 11 3/4" 2' - 0 1/4" 10' - 2"
20' - 11"
21' - 5 1/2"
7' - 8"

2.0A 1.0A
3' - 3 3/4"
6' - 0"
4' - 10" 1' - 8 1/2"

2.0A
3' - 0"
7' - 5 3/4"

2.0A
2' - 5"
3' - 0"
9' - 4 1/4"
6' - 0"
3' - 5 1/2"
3' - 0"3' - 0"
3' - 5"
3' - 5 1/2" 5' - 9 1/4" 3' - 10 3/4"
3' - 0" 3' - 0"
3' - 0"

2.0A
4' - 7 3/4" 4' - 5 3/4"
6' - 11 1/2"
3' - 0"
5' - 6 3/4"
6' - 11 1/2"
6' - 6"
8' - 8"
BEDROOM 1 BEDROOM 2
BATH 1
BATH 2

PRIVATE

OUTDOOR SPACE

KITCHEN

LIVING / DINING
A 6.K1
5 SIM
4' - 4 1/4"
3' - 4"
6' - 6 1/4"
1' - 6" 2' - 1"
3' - 6"
7' - 9"
3' - 4 1/2"
13' - 5 3/4"
9' - 7 3/4" 2' - 0" 11' - 6 3/4"
10' - 0 1/4" 5' - 0" 9' - 1 3/4"7' - 0 3/4"5' - 9 3/4"
20' - 9 1/4"
5' - 5 1/2"
5' - 4" 6' - 8 3/4"
2' - 11 3/4"
5' - 0"
3' - 6 3/4"
9' - 6 3/4" 5' - 10 1/4" 2.0A

1.0A
11' - 2"
3' - 0"
10' - 3 1/2" 2' - 4" 1' - 7"
3' - 0" 3' - 0" 5' - 4 3/4"
2' - 9"2' - 9"
5' - 4 3/4"
3' - 0"
1' - 7 3/4"
2' - 10"

2.0A 3.0A
3' - 0"
5' - 6 1/4"
10' - 10"
20' - 9 1/4" 12' - 6 1/4"

2.0C
BEDROOM 2 BEDROOM 1
BATH 1BATH 2

KITCHENLIVING / DINING
A 6.K1
1 SIM
A 6.B1
11 SIM
A 6.B1
9 SIM

PRIVATE

OUTDOOR SPACE
2A2
2A1
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.56
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2A1 AND 2A2
UNIT TYPE 2A1UNIT TYPE 2A2
1/4" = 1'-0"
UNIT TYPE 2A1 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2A1 - RCP
1/4" = 1'-0"
UNIT TYPE 2A2 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2A2 - RCP
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2A1 2 BEDROOM 4 1099 ... 1108
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2A2 2 BEDROOM 4 1028 ... 1034
TBD
TBD
466 of 833
3RD-5TH FLOOR
2B1
2A3
1ST FLOOR2ND FLOOR6TH FLOOR
2A3
12' - 0 1/4" 2' - 0 1/4" 10' - 3 3/4"
10' - 6" 5' - 2" 7' - 7 1/2" 4' - 2 1/4"
2' - 2"
8' - 0" 6' - 6"
18' - 11 1/2"
12' - 10 1/2" 19' - 5 3/4"

1.0A 1.0A

1.0A3.0A

2.0A
8' - 6" 4' - 3"
3' - 8 1/2" 2' - 5"
2' - 3 1/4" 3' - 6 1/2"

1.0A1.0A
3' - 0"
3' - 0"
4' - 7 1/2" 4' - 10 3/4" 5' - 7" 2' - 8"
3' - 0"
3' - 8"
5' - 0"
1' - 9"
1' - 9"
3' - 0"
3' - 0"3' - 7"
3' - 7"
3' - 0"3' - 0"
1' - 6 1/4"
2' - 6"
4' - 9"
3' - 0"
2' - 8 1/4"
2' - 6"
8' - 2"
3' - 0"
9' - 6"

KITCHEN
A 6.K1
1 SIM

LIVING / DINING
BEDROOM 1
BATH 1
BEDROOM 2
BATH 2

PRIVATE

OUTDOOR
SPACE
10' - 6 1/4" 19' - 5 1/4"
13' - 11" 12' - 8" 6' - 6"
9' - 9 1/4"
11' - 3 1/2" 5' - 0 1/4" 6' - 3 1/2" 10' - 4 1/4"
10' - 6 1/4" 2' - 10 1/2" 6' - 0"

3.0A2.0A
4' - 10"
4' - 10"
2' - 11"
2' - 11"
9' - 7 1/4"
3' - 0"
6' - 0"
4' - 0 1/2"
6' - 4 1/4"

2.0A
3' - 3 3/4"
5' - 0"
8' - 8"
2' - 10"
3' - 3"
6' - 11 3/4" 8' - 2 1/2"
3' - 0"
2' - 3"
2' - 10"

KITCHEN

LIVING / DINING
BEDROOM 1
BATH 1
BEDROOM 2
BATH 2
A 6.K1
5 SIM
2A3
2B1
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.57
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2A3 AND 2B1
UNIT TYPE 2A3UNIT TYPE 2B1
1/4" = 1'-0"
UNIT TYPE 2A3 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2A3 - RCP
1/4" = 1'-0"
UNIT TYPE 2B1 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2B1 - RCP
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
TBD
TBD
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2A3 2 BEDROOM 4 982
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2B1 2 BEDROOM 3 1099 ... 1102
467 of 833
3RD-5TH FLOOR
2B2 2B3
1ST FLOOR2ND FLOOR
2B2 2B3
6TH FLOOR
12' - 8 3/4" 11' - 9"
22' - 6 3/4" 10' - 7 1/4"
10' - 0 1/2" 5' - 0 1/4" 5' - 9 1/2" 10' - 0 1/4"
12' - 7 3/4" 6' - 10 1/4" 2' - 3 1/4" 10' - 7"
6' - 7"
5' - 3 1/4"
3' - 3"

3.1A

3.0A 2.0A 2.0A

2.0A
3' - 0 3/4" 5' - 6"
2' - 10"
3' - 1 3/4"
5' - 0"
1' - 8"
2' - 10"
4' - 11"4' - 11"
3' - 0"3' - 0"
8' - 3 1/2"
3' - 0"
11' - 8" 6' - 4 1/2" 5' - 6 1/2"
2' - 0"
3' - 0"

KITCHEN

LIVING / DINING
BATH 2
BEDROOM 1
BATH 1
BEDROOM 2
A 6.K1
5 SIM
14' - 9 3/4"
10' - 11 1/2" 5' - 0 3/4" 16' - 11 3/4"
6' - 1 1/2" 10' - 2"
9' - 11 3/4" 2' - 0 1/4" 5' - 6 3/4" 6' - 2"
10' - 0 3/4"
21' - 5 1/4"
5' - 1 1/4"
3' - 4 1/2"
5' - 0"
3' - 3"

3.1A 21.0AA

2.0A3.0A

2.0A 1.0A 3.0A
4' - 3 3/4"
8' - 10"
2' - 10"
7' - 7 3/4"
2' - 10"
5' - 0"
3' - 5 3/4"
5' - 9 1/2" 4' - 3" 8' - 11 1/2"
5' - 7 3/4" 11' - 8"
6' - 2 3/4"
2' - 10"
1' - 9"
3' - 0"
3' - 0"
2' - 7"
9' - 7 3/4"
3' - 0"
9' - 3 1/2"

KITCHEN

LIVING / DINING
BATH 2
BATH 1
BEDROOM 1
BEDROOM 2
A 6.K1
1 SIM
2B2
2B3
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.58
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2B2 AND 2B3
UNIT TYPE 2B2UNIT TYPE 2B3
1/4" = 1'-0"
UNIT TYPE 2B2 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2B2 - RCP
1/4" = 1'-0"
UNIT TYPE 2B3 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2B3 - RCP
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2B2 2 BEDROOM 4 1147 ... 1152
TBD
TBD
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2B3 2 BEDROOM 4 1066 ... 1067
468 of 833
3RD-5TH FLOOR
2C1 2C1
2C2
1ST FLOOR2ND FLOOR
2C1 2C1
6TH FLOOR
2C1 2C1
2C2
10' - 10 1/4" 6' - 0"
10' - 5 3/4" 13' - 3 3/4" 10' - 6 3/4"
10' - 0" 6' - 6" 6' - 1 3/4"
10' - 3 3/4" 13' - 3 3/4" 2' - 2 1/2"
7' - 2 1/4"
4' - 7 1/2"4' - 7 1/2"
3' - 7 1/2"
5' - 2 1/2"
3' - 6 1/4"
3' - 6 1/4" 4' - 10 1/2"
3' - 0"3' - 0"
3' - 3 1/2"
7' - 9 1/2" 8' - 1"
3' - 0" 4' - 5 3/4"
2' - 10" 1' - 0 1/2"
1' - 8"
3' - 3"
2' - 10"
3' - 0"
4' - 7 1/2" 6' - 0"4' - 7 1/2"
3' - 7 1/2"
5' - 2 1/2"
3' - 6 1/4"
3' - 6 1/4" 4' - 10 1/2"

1.0A 2.0A 2.0A
3' - 0"3' - 0"

21.0AA
3' - 3 1/2"
7' - 9 1/2" 8' - 1"
3' - 0"

2.1A
4' - 5 3/4"
2' - 10" 1' - 0 1/2"
1' - 8"
3' - 3"
2' - 10"
2' - 5 1/4"
3' - 0"
3' - 0"
2' - 0"

KITCHEN

LIVING / DINING
BATH 1
BEDROOM 1
BATH 2
BEDROOM 2
A 6.K1
5 SIM
A 6.B1
1 SIM
W/D
16' - 5 1/2" 5' - 4 3/4" 6' - 0"
8' - 11 1/2" 14' - 8 3/4" 10' - 6"
5' - 2 3/4" 6' - 6" 5' - 0" 10' - 6 3/4"
10' - 9 1/4" 13' - 0 3/4" 10' - 6"
4' - 7" 3' - 5" 5' - 8 1/2"

1.0A 2.0A
3' - 0"
8' - 9 3/4"
12' - 5 1/2"
3' - 0"
3' - 0"
4' - 3"4' - 3"
3' - 0"3' - 0"
4' - 0 1/2"4' - 0 1/2"
3' - 0"3' - 0"
12' - 1 1/2"
4' - 6"
6' - 11 3/4" 2' - 6 3/4"
3' - 0" 3' - 0" 2' - 2"
3' - 0"
7' - 10"

KITCHEN

LIVING / DINING
A 6.K1
5 SIM
BATH 1
BEDROOM 1
BATH 2
BEDROOM 2
2C1
2C2
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.59
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2C1 AND 2C2
UNIT TYPE 2C1UNIT TYPE 2C2
1/4" = 1'-0"
UNIT TYPE 2C1 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2C2 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2C2 - RCP
1/4" = 1'-0"
UNIT TYPE 2C1 - RCP
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
TBDTBD
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2C2 2 BEDROOM 4 1061 ... 1062
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2C1 2 BEDROOM 10 961 ... 982
469 of 833
3RD-5TH FLOOR
2C4
2C3
1ST FLOOR2ND FLOOR
2C3
2C4
6TH FLOOR
2C3
12' - 0 3/4" 5' - 6" 7' - 0 1/4"
9' - 11 1/2" 9' - 1 3/4"
8' - 6 3/4" 6' - 6" 5' - 0" 10' - 9 3/4"
9' - 11 1/2" 13' - 0" 10' - 0 1/2"
4' - 11 1/2"4' - 11 1/2"
3' - 0"3' - 0"
3' - 3 1/4"
11' - 7 3/4" 5' - 1 1/4"
2' - 2 3/4"
3' - 0"
4' - 11"4' - 11"
3' - 0"3' - 0"
1' - 9 1/4"
3' - 0"
2' - 2"
3' - 0"
2' - 10"
3' - 3"
5' - 0"
2' - 0"
2' - 10"
3' - 8 3/4" 3' - 4"
5' - 2 3/4"

2.0A 3.0A 1.0A

21.0AA 3' - 0"

KITCHEN
BATH 1
BEDROOM 1
BATH 2
BEDROOM 2
A 6.K1
5 SIM
10' - 0 1/4"
11' - 11 1/4" 6' - 0" 7' - 0 1/4"
9' - 2 3/4"
12' - 9 3/4" 10' - 0 1/4"
6' - 11 1/4" 5' - 11 1/2" 6' - 6" 11' - 3 3/4"
10' - 0 1/4" 13' - 5 1/4"
5' - 0" 7' - 3 1/4" 2' - 2" 8' - 0 1/4" 11' - 7"
3' - 0"
6' - 9"
10' - 2 1/4"
3' - 0"
4' - 8"
4' - 8"
3' - 0"
3' - 0"
4' - 6"
4' - 6"
3' - 0"
3' - 0"
3' - 0" 2' - 10"
3' - 11"
3' - 0"
3' - 3 1/2"
2' - 10"

2.0A3.0A2.0A

KITCHEN
BATH 1
BEDROOM 2
A 6.K1
5 SIM

LIVING / DINING
BATH 2
BEDROOM 1

PRIVATE

OUTDOOR
SPACE
A 6.B1
10 SIM
2C32C4
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.60
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2C3 AND 2C4
UNIT TYPE 2C3UNIT TYPE 2C4
1/4" = 1'-0"
UNIT TYPE 2C3 - RCP
1/4" = 1'-0"
UNIT TYPE 2C4 - RCP
1/4" = 1'-0"
UNIT TYPE 2C4 - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2C3 - ENLARGED PLAN
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
TBD
TBD
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2C4 2 BEDROOM 4 1092
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2C3 2 BEDROOM 5 1164 ... 1184
470 of 833
8' - 11 1/2" 6' - 6" 4' - 11 1/2" 10' - 8 3/4"
9' - 7"
10' - 6" 12' - 8 1/2"
10' - 5 3/4"
8' - 7" 7' - 0 1/4" 4' - 11 1/2" 10' - 8 1/4"
10' - 5 3/4"
1' - 10"
2' - 10"
5' - 9 1/2"
5' - 9 1/2"
3' - 0"
3' - 0"
3' - 0"
3' - 1 3/4" 4' - 5"
3' - 0"
5' - 3 3/4"
5' - 3 3/4"
3' - 0"
3' - 0"
8' - 11 3/4"
1' - 9"
3' - 0"1' - 9"
3' - 0"
2' - 9" 3' - 8 3/4"
2' - 10"
2' - 10"
2' - 0"

10.0A12.0A12.0A
6' - 0" 1' - 11 1/4"
4' - 10"

KITCHEN

LIVING / DINING
BEDROOM 1BATH 1
BEDROOM 2BATH 2
A 6.K1
5 SIM
A 6.B1
10 SIM
2D
1ST FLOOR2ND FLOOR3RD-5TH FLOOR6TH FLOOR
2E
21' - 5 1/2" 11' - 8 1/4"
9' - 11 1/4" 4' - 11 3/4" 7' - 8 1/4"
12' - 4 1/4" 6' - 5 3/4" 10' - 0" 1' - 11 3/4"
10' - 2 1/4" 13' - 8 1/2"
5' - 4" 5' - 7 1/2"
8' - 3 1/2"
2' - 10"
4' - 0 1/4"
2' - 10"
4' - 0 1/4"
2' - 10"
3' - 11"
3' - 0 1/2"
5' - 0"
5' - 2 3/4" 3' - 9"
2' - 10" 2' - 10" 8' - 4" 2' - 10"

3.0A 2.0A 2.0A

2.0A
3' - 0"
7' - 8 3/4"
BEDROOM 2
BATH 2
BEDROOM 1
BATH 1

KITCHEN
LIVING
DINING
A 6.K1
5 SIM
A 6.B1
8 SIM
2D
2E
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.61
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2D AND 2E
UNIT TYPE 2D
1/4" = 1'-0"
UNIT TYPE 2D - RCP
1/4" = 1'-0"
UNIT TYPE 2D - ENLARGED PLAN
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
1/4" = 1'-0"
UNIT TYPE 2E - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2E - RCP
TBD
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF
2D 2 BEDROOM 1 1237
UNIT TYPE 2E UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF 2E 2 BEDROOM 1 1045 471 of 833
3RD-5TH FLOOR
1ST FLOOR
2G
2ND FLOOR6TH FLOOR
2F
10' - 6 1/2" 5' - 0" 7' - 0" 6' - 6"
9' - 6"
3' - 0"
10' - 0 3/4" 19' - 8 1/2"
17' - 0 1/2" 10' - 6" 2' - 0"
10' - 0"
6' - 8 3/4" 4' - 10 3/4" 3' - 0" 3' - 9 1/4"
3' - 0"
5' - 3 3/4"5' - 3 3/4"
3' - 0"3' - 0"
8' - 0"
3' - 8 3/4"
6' - 0"
1' - 8"
3' - 2 1/4" 1' - 0"
3' - 7 3/4"
3' - 0"
1' - 10"
2' - 6"
3' - 0" 1' - 7"
3' - 0"
5' - 0 1/2"

2.0A 1.0A 1.0A
1' - 11 3/4"
3' - 0"
9' - 10 1/2"
BEDROOM 2

LIVING / DINING

KITCHEN
BEDROOM 1
BATH 1
BATH 2
A 6.K1
1 SIM
A 6.B1
1 SIM
12' - 9" 6' - 8 3/4"
9' - 7 1/2" 5' - 1 3/4" 6' - 0" 5' - 0" 9' - 7 1/4"
10' - 4"
15' - 7 1/2"
9' - 11 1/4"
7' - 11" 3' - 6"
2' - 1"
3' - 0"3' - 0" 2' - 6"
2' - 1 3/4"
3' - 0"
2' - 3"
3' - 0"
3' - 0"
2' - 0"
3' - 0"
2' - 4 1/2"
3' - 0"
2' - 2 1/2"
3' - 0"
5' - 7"5' - 7"
3' - 0"3' - 0"
4' - 8"
5' - 1 3/4"

12.0A13.0A

11.0A 13.1A
19' - 1"
4' - 10 1/2" 3' - 3"
8' - 2 1/2"
28' - 9 1/4"
BEDROOM 2
BEDROOM 1
BATH 1
BATH 2

KITCHEN

LIVING / DINING
A 6.K1
5 SIM
2F
2G
1/4" = 1'-0"
UNIT TYPE 2G - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2G - RCP
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.62
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2F AND 2G
1/4" = 1'-0"
UNIT TYPE 2F - RCP
1/4" = 1'-0"
UNIT TYPE 2F - ENLARGED PLAN
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
TBD
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF UNIT TYPE 2F 2F 2 BEDROOM 1 986 UNIT TYPE 2G UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF 2G 2 BEDROOM 1 1427 TBD
472 of 833
3RD-5TH FLOOR
3A
1ST FLOOR2ND FLOOR
3A
6TH FLOOR
2H
5' - 7 1/4" 7' - 1" 10' - 0" 2' - 0"
17' - 0 3/4" 5' - 0" 5' - 0" 5' - 8"
10' - 3 1/4" 7' - 2 1/4" 13' - 7"
11' - 8" 17' - 7" 10' - 3 1/4"
3' - 0"
5' - 2 1/4"
3' - 0"
1' - 10"
3' - 0"
3' - 0"
4' - 10 1/4"
4' - 10 1/4"
3' - 0"
3' - 0"
4' - 8"
6' - 2"
3' - 8"
2' - 11 3/4"
4' - 7 1/4" 2' - 1 1/2"
3' - 10 1/2" 4' - 9 1/2"
7' - 3"
1' - 9"
3' - 0"
4' - 7"
3' - 11 1/4"
3' - 0"

2.0A 2.0A 2.0A

2.0A 2.0A

3.0A3.0A
5' - 1 3/4"
8' - 3 1/4"
7' - 11 1/4"
BEDROOM 1
BATH 1

KITCHEN
BEDROOM 2
BATH 2
A 6.K1
1 SIM
A 6.B1
1 SIM
23' - 7 3/4" 10' - 0" 10' - 3 1/2"
10' - 7 1/2" 5' - 0" 9' - 7"
6' - 5 1/2"
21' - 10" 10' - 10 1/2"
11' - 8" 5' - 6" 6' - 0" 6' - 6"
7' - 10 1/2"
6' - 5 3/4" 9' - 1 1/4"
6' - 6 3/4"
10' - 8 3/4"
9' - 6 3/4" 5' - 10 3/4" 4' - 7" 5' - 11 3/4" 4' - 7 1/4" 9' - 2 1/4" 5' - 1 1/2" 9' - 11" 2' - 10" 3' - 0" 5' - 1" 3' - 6 1/2" 2' - 10" 2' - 10" 4' - 0" 4' - 5 1/2"
4' - 5 1/2"
2' - 10"
2' - 10"
3' - 0"
7' - 10 3/4"
3' - 0"
4' - 3"
2' - 10"5' - 3 1/2"
2' - 10"
1' - 8"
2' - 10"

3.0A 2.0A 2.0A 2.0A

3.0A2.0A2.0A
5' - 6 3/4"
3' - 0"

KITCHEN
BEDROOM 1 BATH 1
BEDROOM 2
BEDROOM 3
BATH 2
A 6.K1
1 SIM
2H
3A
1/4" = 1'-0"
UNIT TYPE 3A - RCP
1/4" = 1'-0"
UNIT TYPE 3A - ENLARGED PLAN
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 6.63
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
UNIT TYPES 2H AND 3A
NOTE:SEE SHEET A8.01 FOR EXTERIOR WINDOW SIZES
1/4" = 1'-0"
UNIT TYPE 2H - ENLARGED PLAN
1/4" = 1'-0"
UNIT TYPE 2H - RCP TBD
UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF UNIT TYPE 2H 2H 2 BEDROOM 1 1240 UNIT TYPE 3A UNIT NAME UNIT TYPE QUANTITY MIN .. MAX SF 3A 3 BEDROOM 4 1491 ... 1500 TBD
473 of 833
A 6.B1
3 4
5 6
6' - 2 1/4"
10' - 0 1/2"

REF-A BATH GRAPHIC LEGENDCLEARANCE AT BATH SINK
FORWARD APPROACH CLEARANCE - 30" x 48" CENTERED ON FIXTUREPARALLEL APPROACH CLEARANCE - 48" x 30" CENTERED ON FIXTUREREMOVABLE BASE CLEARANCE - 30" WIDE

CLEARANCE AT TUB
PARALLEL APPROACH CLEARANCE - 48" x 30" EDGE OF PARALLEL APPROACH FLUSH WITH COTROL END OF TUB PER 1134A.5 #1

CLEARANCE AT TOILET

GRAB BAR BLKG

BLOCKING FOR GRAB BARS
REINFORCED WALLS FOR FUTURE INSTALLATION OF GRAB BARS. SEE DETAILS ON SHEET A0.04 FOR TYPICAL GRAB BAR REINFORCEMENT DIAGRAMS.

GRAB BAR AT TOILET
REINFORCED WALLS FOR GRAB BARS FOR FUTURE INSTALLATION OF FOLDAWAY GRAB BAR. SEE DETAIL 13/A1.02 FOR REINFORCEMENTDIAGRAMS. 15"
24" 24"
24" MIN CLR TO CENTERLINE OF FIXTURE PER 1134A.8 #1
17"/ 18"
24"
18"
36" MIN. CLR
48" MIN CLR
CLEARANCE AT TOILET PER CBC SEC 1134A.7 #1 EXCEPTION
RESIDENTIAL BATH REFERENCESBATH REF-ACBC SECTION 1134A.2 OPTION 2 ITEMS 1-12 BATHCBC SECTION 1134A.2 OPTION 2 ITEMS 8-12 BATHBATH REF-B MAX. DEEP WING WALL,

PRIVACY WALL,

LAVATORY, OR CABINET
36" MIN CLR

KITCHEN WORK SURFACE CLEARANCE
48" x 30" CLEARANCE AT WORK SURFACE FOR PARALLEL OR FORWARD APPROACH

ACCESSIBILITY LEGEND
SCALE: 1/2" = 1'-0"
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/2" = 1'-0"
A 6.B1
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
BATH TYPES 1 AND 2
BATH 1BATH 2
1/2" = 1'-0" 1 BATH TYPE A1.1 - ENLARGED PLAN1/2" = 1'-0" 3 BATH TYPE 1 - ELEVATION 1/2" = 1'-0" 4 BATH TYPE 1 - ELEVATION 1/2" = 1'-0" 2 BATH TYPE 1 - RCP
1/2" = 1'-0" 5 BATH TYPE 1 - ELEVATION 1/2" = 1'-0" 6 BATH TYPE 1 - ELEVATION 1/2" = 1'-0" 8 BATH TYPE A1.2 - ENLARGED PLAN
1/2" = 1'-0" 9 BATH TYPE A2 - ENLARGED PLAN 1/2" = 1'-0" 10 BATH TYPE A1.3 - ENLARGED PLAN 1/2" = 1'-0" 11 BATH TYPE B1 - ENLARGED PLAN
474 of 833
2 A 6.K1
3 SINK CLEARANCE
48" x 30"

DW CLEARANCE
48" x 30"

RANGE CLEARANCE
48" x 30"

FRIDGE CLEARANCE
48" x 30"
2' - 0" 2' - 6" 1' - 6" 2' - 0" 3' - 0"
8' - 4"
3' - 4"

BACKSPLASH
2' - 0"
36" COUNTER MAX AFF
3' - 0"PANEL FRONT DW PANEL FRONT

FREEZER
PANEL
FRONT
FRIDGE

SLAB BACKSPLASH

BREADBOARD
1' - 6"

BREADBOARD
2' - 0"
2' - 0"

W REMOTE CTRL

CONCEALED HOOD
2' - 6" 2' - 6" 1' - 6" 2' - 0" 3' - 0"

OUTLETS AND SWITCHES
3' - 6" - MAX 44" AFF RANGE AND OVEN

BASE CABINET
30" REMOVABLE
2"
13' - 10"
2' - 6"
A 6.K1 B
C
A
A 6.K1
D

CLEARANCE AT TUB
PARALLEL APPROACH CLEARANCE - 48" x 30" EDGE OF PARALLEL APPROACH FLUSH WITH COTROL END OF TUB PER 1134A.5 #1

CLEARANCE AT TOILET

GRAB BAR BLKG

BLOCKING FOR GRAB BARS
REINFORCED WALLS FOR FUTURE INSTALLATION OF GRAB BARS. SEE DETAILS ON SHEET A0.04 FOR TYPICAL GRAB BAR REINFORCEMENT DIAGRAMS.

PRIVACY WALL,

LAVATORY, OR CABINET
36" MIN CLR

KITCHEN WORK SURFACE CLEARANCE
48" x 30" CLEARANCE AT WORK SURFACE FOR PARALLEL OR FORWARD APPROACH

ACCESSIBILITY LEGEND
SCALE: 1/2" = 1'-0"
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/2" = 1'-0"
A 6.K1
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2
KITCHEN TYPES 1 AND 2
KITCHEN 1
1/2" = 1'-0" 1 KITCHEN TYPE 1 - ENLARGED PLAN 1/2" = 1'-0" 2 KITCHEN TYPE 1 - ELEVATION 1/2" = 1'-0" 3 KITCHEN TYPE 1 - ELEVATION
1/2" = 1'-0" 5 KITCHEN TYPE 2 - ENLARGED PLAN
KITCHEN 2
1/2" = 1'-0" A KITCHEN TYPE 2 - ELEVATION A 1/2" = 1'-0" B Elevation 1 - a 1/2" = 1'-0" C Elevation 1 - d1/2" = 1'-0" D Elevation 2 - a 475 of 833
05B
GR1GR1
GR2
SEE

STOREFRONT

SCHEDULE
SEE

STOREFRONT

SCHEDULE
04B

11.0A 13.1A
04C 06B

11.0B 11.0B
04C 04C

11.0B 11.0B
04C

11.0B
04C 04C

15.0B 11.0B 15.0B 15.0B
04C

11.0B 11.0B
04C

10.0B

12.0A
06A05A04B

12.0A10.0A10.0A
04B

15.0A12.1A
04B
05AA
04B

12.0A13.0A
05D05C

1.0D

12.0B
05D05D
05A

14.0 15.0B

2.0C 3.0C 2.0C 3.0C 2.0C 3.0C 2.0C 2.0C 2.0C 2.0C 3.0C 2.0C 2.0C 1.0C

1.0C

1.0C 1.0C

2.1C

2.0C1.0C3.0C3.0C

3.0C2.0C2.0C2.0C

2.0C3.0C

2.0C 3.0C 2.0C 2.0C 2.0C 3.0C 1.0C 2.0C 1.0C 3.0C

1.0C

3.0C 2.0C 2.0C 1.0C

3.0C 3.0C

2.0C

2.0C1.0C2.0C3.0C

24.0 1.0C 24.0

2.0C 24.0
001

1.0CC
001 001 001 001 001 001
04A

1.0CC
04A 04A 04A 04A

2.0C
03B
ELB
01A 01A 01A 01A
01A
01A

2.0C
08B 01A
03B 03B 03B
03B 03B 06B
04A

2.0C
04A

2.0C

2.1C 2.0C

2.0C 2.0C 2.0C 2.0C 2.0C 2.0C 2.0C 24.0

1.0C 1.0C

2.0C
03B

24.0 1.0C 1.0C 1.0C
01A

2.0C

2.0C 2.0C
01A

1.0C

1.0C 2.0C 1.0C 1.0C 2.0C 1.0C 1.0C 1.0C 2.0C
01A 08B

SEE STOREFRONT SCHEDULE
SEE

STOREFRONT

SCHEDULE
SEE

STOREFRONT

SCHEDULE

1.0C 1.0C 2.1C 1.0C 1.0C 1.0C 1.0C

1.0C

23.0 2.0A 3.0A 2.1A 2.0A 3.0A 2.0A 3.0A 2.0A 2.0A 1.0A 1.0A 2.0A 3.0A 2.0A 2.0A 1.0A

2.0A1.0A1.0A3.0A

2.0A

2.0A 1.0A 1.0A 1.0A

3.0A 1.0A 1.0A 1.0A

3.0A2.0A2.0A2.0A3.0A2.0A

2.0A3.0A

3.0A 2.0A 3.0A 1.0A 2.0A 1.0A 3.0A

3.0A 2.0A 2.0A 1.0A

3.0A2.0A

1.0A2.0A

2.0C

3.1A 21.0AA

2.1A 2.1A

1.0AA
001 001 001 001 001 001 001
001

1.0AA
001
01A 01A

2.0A
001
001
002 002
002 002 002 002
002

2.0A 2.0A
03A 03A
03A
03A 03A 03A
001

2.0A2.0A
001

1.0A 2.1A 2.1A 2.0A 2.0A 1.0A

2.0A 2.0A
01A

2.0A 2.0A 2.0A 22.0 1.0A

2.0A 2.0A 2.0A
06A ELA

21.0AA 21.0AA

1.0A
001 1.0A 1.0A 1.0A
001 001 002 1.0A 1.0A
002

1.0A 1.0A

1.0A 1.0A 1.0A
001

1.0A1.0A
03A

2.0A
03A
08A

1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 25.0B 1.0A 1.0A 1.0A 1.0A

1.0A

1.10 21.0A

1.0A

2.0A 3.0A 2.1A 2.0A 3.0A 2.0A 1.0A 2.1A 2.1A 3.0A 2.0A 2.0A 2.0A 2.0A 1.0A 1.0A 1.0A 1.0A 1.0A 2.0A 3.0A 2.0A 2.0A 1.0A

2.0A1.0A3.0A

2.0A 1.0A 1.0A

2.0A 1.0A 1.0A 2.0A 1.0A 2.0A 2.0A 1.0A

1.0A 1.0A 1.0A 2.0A 1.0A 1.0A

1.0A

3.0A2.0A2.0A2.0A3.0A2.0A

2.0A3.0A

2.0A 3.0A 2.0A 2.0A 2.0A 3.0A 1.0A 2.0A 1.0A 3.0A

3.0A 2.0A 2.0A 2.0A 2.0A 1.0A 2.0A 2.0A

3.0A2.0A1.0A2.0A

2.0C
001

2.0A2.0A
001
001 001 001 001 001 001 001
001

1.0AA

2.0A
01A 01A

2.0A
01A

2.0A 22.0
01A

2.0A
001

21.0AA
03A

3.1A
03A

3.1A 21.0AA
03A
06A 03A

2.1A
03A

2.1A 21.0AA
03A

21.0AA
03A
03A 001

2.0A
001 001

2.0A
002

1.0A
002 1.0A
002 002 002 002

1.0A
001

2.0A
001
001

1.0A
001

1.0A

1.0AA
001

1.0A

2.0A
08A

25.0B

1.0A

1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A

1.0A

1.10 21.0A

1.0A

2.0A 3.0A 2.1A 2.0A 3.0A 2.0A 1.0A 2.1A 2.1A 3.0A 2.0A 2.0A 2.0A 2.0A 1.0A 1.0A 1.0A 1.0A 2.0A 3.0A 2.0A 2.0A 1.0A

2.0A1.0A3.0A

2.0A 1.0A 1.0A

3.0A 1.0A 2.0A 1.0A 1.0A 2.0A 2.0A 1.0A

1.0A 1.0A 1.0A 1.0A 1.0A 2.0A

1.0A

3.0A2.0A2.0A2.0A3.0A2.0A

2.0A3.0A

2.0A 3.0A 2.0A 2.0A 2.0A 3.0A 1.0A 2.0A 1.0A 3.0A

3.0A 2.0A 2.0A 2.0A 2.0A 1.0A 2.0A 2.0A

3.0A2.0A1.0A2.0A

2.0C

1.0AA
001

2.0A2.0A
001 001 001 001 001 001
001

1.0AA
01A

2.0A
01A

2.0A 2.0A
01A

22.0 01A

2.0A
001

21.0AA
03A

3.1A
03A

3.1A 21.0AA
03A
03A
06A

2.1A
03A 03A

21.0AA 03A

2.0A
03A
08A 001 2.0A 1.0A
001 001

2.0A
002 002
002 002 002 002

1.0A
001

2.0A
001
001

1.0A1.0A
001
001

1.0A

2.1A 21.0AA

25.0A

1.0A

1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A 1.0A

1.0A

21.0A 1.10

1.0A

3.0A 2.1A 2.0A 3.0A 2.0A 1.0A 2.1A 2.1A 3.0B 2.0B 1.0B 1.0B 2.0B 2.0B 2.0B 1.0B 1.0A 2.1A 3.0A 2.0A 3.0A 2.1A 3.0A

1.0A3.0A

1.0A

2.0A 1.0A 2.0A

1.0A

3.0A3.0A2.0A

2.0A

2.0A 3.0A 2.0A 2.0A

2.0A 2.0A 2.0A 2.0A 1.0A 2.0A 2.0A

2.0A3.0A2.0A3.0A

2.1A 2.1A

3.0A
001001
001 001
001

1.0A
001 08A 001

1.0A 1.0A
08A
001

2.0A
001

3.0C

2.1A
001 001 001 001 001 001 001 001 001 001 001

2.1A
001

2.1A

1.0AA
001

2.0A
01A

22.0 2.0A
01A
007
001

2.0A
002 002
03A
03A 03A 03A

21.0AA
03B

1.0AA

1.0A1.0A

2.0A
01A

1.0A
06A 21.0AA

1.0A 1.0A 1.0A 1.0A 1.0A

1.0A
001

1.0A 1.0A
001

2.0A 1.0A 1.0A

2.0A 2.0A 1.0A 1.0A
010 011
009 010

1.0A 1.0B 1.0A 1.0A

21.0A

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
3/64" = 1'-0"
A 8.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EXTERIOR DOOR ANDWINDOW KEY PLANS
3/64" = 1'-0"
1ST FLOOR - WINDOW/DOOR PLAN
3/64" = 1'-0"
2ND FLOOR - WINDOW/DOOR PLAN
3/64" = 1'-0"
3RD FLOOR - WINDOW/DOOR PLAN
3/64" = 1'-0"
4TH FLOOR - WINDOW/DOOR PLAN
3/64" = 1'-0"
5TH FLOOR - WINDOW/DOOR PLAN
3/64" = 1'-0"
6TH FLOOR -WINDOW/DOOR PLAN
476 of 833
3' - 6" 4' - 6"
6' - 0"
3' - 0" 3' - 0"

2.1A
8' - 0"
XO
X
O
6' - 0"
3' - 0" 3' - 0"
3' - 0" 5' - 0"

2.0A
8' - 0"
XO O
X

1.0A
3' - 0"
8' - 0"
3' - 0" 5' - 0"
X
O

1.0C
3'-0"
10'-0"
2'-0" 8'-0"
X
O

2.0C
6' - 0"
3' - 0" 3' - 0"
2' - 0" 8' - 0"
10' - 0"
XO O
X

2.1C
1' - 0" 2' - 6" 7' - 6"
10' - 0"
3' - 0" 3' - 0"
6' - 0"
XO
X
O

3.0C
9' - 0"
10' - 0"
2' - 0" 8' - 0"
3' - 0" 3' - 0" 3' - 0"
X
O
X
O
O
O

3.0A
8' - 0"
3' - 0" 5' - 0"
9' - 0"
3' - 0" 3' - 0" 3' - 0"
X
O O
O X
O

1.0B
9' - 0"
3' - 0" 6' - 0"
3' - 0"
X
O
9' - 0"
3' - 0" 6' - 0"
6' - 0"
3' - 0" 3' - 0"

2.0B
XO O
X

3.0B
9' - 0"
3' - 0" 6' - 0"
9' - 0"
3' - 0" 3' - 0" 3' - 0"
XO O
O X
O

24.0 3'-0"
8' - 0"
XF X
3' - 6" 6' - 6"
3' - 0"

23.0 1i
1i

21.0A 3.1A
3' - 6" 4' - 6"
3' - 0" 3' - 0" 3' - 0"
9' - 0"
8' - 0"
XO O
O X
O
XO
3' - 6" 4' - 6"
8' - 0"
3' - 0"

1.10 5'-0" 3'-0"
3'-0"

22.0 X F
2' - 0" 6' - 0" 5' - 0"
11' - 0"
3' - 0"

1.0D
X
O
7' - 0"
7' - 10"

25.0B
O
6' - 0"
7' - 10"

25.0A
O

11.0A
3' - 4" 6' - 0" 3' - 8"
4' - 0" 2' - 0"
6' - 0"
O O
X
9' - 8"O

11.0B
2' - 0" 6' - 0" 5' - 0"
11' - 0"
4' - 0" 2' - 0"
6' - 0"
O OO X

15.0B
11' - 0"
4' - 0"
2' - 0" 6' - 0" 5' - 0"
OX

10.0B
2' - 0" 6' - 0" 5' - 0"
11' - 0"
2' - 0"
OO
9' - 8"
3' - 8" 6' - 0" 3' - 4"
2' - 0" 4' - 0" 2' - 0"
8' - 0"

12.0A
OX
O
X
OO
3' - 4" 6' - 0" 3' - 8"
9' - 8"
2' - 0"

10.0A
OX

15.0A
4' - 0"
3' - 4" 9' - 8"
O
X
3' - 4" 6' - 0" 3' - 8"
9' - 8"
2' - 0" 4' - 10" 2' - 0"
8' - 10"

12.1A
OX
O
X
OO
3' - 8" 6' - 0" 3' - 4"
9' - 8"
2' - 0" 3' - 0" 3' - 0" 2' - 0"
10' - 0"

13.0A
OX
O
X
O OO O

12.0B
5' - 0" 6' - 0" 2' - 0"
11' - 0"
2' - 0" 4' - 0" 2' - 0"
8' - 0"
OX
O
X
OO

13.1A
3' - 4" 6' - 0" 3' - 8"
2' - 0" 4' - 0" 4' - 0" 2' - 0"
12' - 0"
9' - 8"
OX
O
X
O OO O
3' - 3" 3' - 3"

14.0 3' - 8" 6' - 0" 3' - 4"
9' - 8"
6' - 6"
O OO O
3' - 6" 4' - 6"
3' - 0"

21.0AA
XF

1.0CC
8' - 0" 2' - 0"
10' - 0"
3' - 0"
OO
OO
5' - 0" 3' - 0"
3' - 0"

1.0AA
8' - 0"
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/4" = 1'-0"
A 8.01
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EXTERIOR WINDOWSCHEDULE

WINDOW SCHEDULE
Type
Name Count Operation Width Height Sill Height Comments

1.0A 157 CASEMENT, FIXED 3' - 0" 8' - 0" 0' - 0"1.0AA 8 FIXED 3' - 0" 8' - 0" 0' - 0"1.0B 4 CASEMENT, FIXED 3' - 0" 9' - 0" 0' - 0"1.0C 30 CASEMENT, FIXED 3' - 0" 10' - 0" <varies>1.0CC 2 FIXED 3' - 0" 10' - 0" 1' - 0"1.0D 1 CASEMENT, FIXED 3' - 0" 11' - 0" 2' - 0"1.10 3 CASEMENT, FIXED 3' - 0" 8' - 0" 0' - 0"2.0A 158 CASEMENT, FIXED 6' - 0" 8' - 0" <varies>2.0B 4 CASEMENT, FIXED 6' - 0" 9' - 0" 0' - 0"2.0C 47 CASEMENT, FIXED 6' - 0" 10' - 0" <varies>2.1A 25 CASEMENT, FIXED 6' - 0" 8' - 0" 0' - 0"2.1C 3 CASEMENT, FIXED 6' - 0" 10' - 0" 1' - 0"3.0A 54 CASEMENT, FIXED 9' - 0" 8' - 0" <varies>3.0B 1 CASEMENT, FIXED 9' - 0" 9' - 0" 0' - 0"3.0C 16 CASEMENT, FIXED 9' - 0" 10' - 0" <varies>3.1A 6 CASEMENT, FIXED 9' - 0" 8' - 0" 0' - 0"10.0A 2 CASEMENT, FIXED 2' - 0" 9' - 8" 3' - 4"10.0B 1 FIXED 2' - 0" 11' - 0" 2' - 0"11.0A 1 CASEMENT, FIXED 6' - 0" 9' - 8" 3' - 4"11.0B 8 CASEMENT, FIXED 6' - 0" 11' - 0" 2' - 0"12.0A 3 CASEMENT, FIXED 8' - 0" 9' - 8" 3' - 4"12.0B 1 CASEMENT, FIXED 8' - 0" 11' - 0" 2' - 0"12.1A 1 CASEMENT, FIXED 8' - 10" 9' - 8" 3' - 4"13.0A 1 CASEMENT, FIXED 10' - 0" 9' - 8" 3' - 4"13.1A 1 CASEMENT, FIXED 12' - 0" 9' - 8" 3' - 4"14.0 1 FIXED 6' - 6" 9' - 8" 3' - 4"15.0A 1 CASEMENT, FIXED 4' - 0" 9' - 8" 3' - 4"15.0B 4 CASEMENT, FIXED 4' - 0" 11' - 0" 2' - 0"21.0A 4 CASEMENT 3' - 0" 4' - 6" 3' - 6"21.0AA 14 CASEMENT 3' - 0" 4' - 6" 3' - 6" FROSTED22.0 4 CASEMENT 3' - 0" 5' - 0" 3' - 0" FROSTED23.0 1 CASEMENT 3' - 0" 6' - 6" 3' - 6"24.0 5 CASEMENT 3' - 0" 8' - 0" <varies> FROSTED25.0A 1 FIXED 7' - 10" 6' - 0" 2' - 0"25.0B 2 FIXED 7' - 10" 7' - 0" 2' - 0" 477 of 833
1i
1i

GRAPHIC LEGEND
EXTERIOR DOOR SCHEDULE, SEE A8.00 AND A8.01WALL ASSEMBLIES, SEE A5.00, A5.01WINDOW SCHEDULE, SEE A8.00 AND A8.01 1t FLOOR AND ROOF ASSEMBLIES,
SEE A5.10INTERIOR DOOR SCHEDULE, SEE A8.10
11 KEY NOTES
O = INOPERABLEX = OPERABLEF = FROSTED
04C
8' - 0" 5' - 0"
13' - 0"
3' - 0"
05A
4' - 0"
8' - 0" 3' - 7 3/4"
4' - 11 3/4"
05D
9' - 0"
3' - 6"
05B
4' - 0"
8' - 0" 5' - 0" F
F
010
11' - 0"
25' - 0"
011
18' - 0"
11' - 0"
04A
3' - 0"
3' - 0"
8' - 0"
01A
8' - 0"
3' - 0"
03B
10'-0"
3'-0" 1'-6"
4'-0"
08B
10' - 0"
3'-0"
06B
10' - 0"
06A
3'-0"
8'-0"
08A
4'-0"
8'-0"
002
8' - 0"
6' - 0"
3' - 0" 3' - 0"
03A
3'-0" 1'-6"
8'-0"
007
3'-6"
8' - 0"
8' - 0"
3' - 0"
3' - 7 3/4"
04B
009
8' - 0"
6' - 0"
3' - 0" 3' - 0"
14' - 0"
14' - 7"
GR1
12' - 0"
20' - 0"
GR2
05C
4' - 0"
9' - 0" 5' - 2 3/4"
05AA
8' - 0" 3' - 7 3/4"
4' - 0"
FF
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/4" = 1'-0"
A 8.02
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EXTERIOR DOOR SCHEDULE

EXTERIOR DOOR SCHEDULE
TYPE
NAME Count Operation Width Height Comments
01A 17 SWING 3' - 0" 8' - 0"002 23 SLIDER 6' - 0" 8' - 0"03A 35 SWING 3' - 0" 8' - 0"03B 8 SWING 3' - 0" 10' - 0"04A 7 SWING 3' - 0" 8' - 0"04B 5 SWING 3' - 0" 8' - 0"04C 8 SWING 3' - 0" 8' - 0"05A 2 SWING 4' - 0" 8' - 0" RESIDENTIAL ENTRY/MUDDY PAWS ENTRY W/ KEY-CARD ACCESS05AA 1 SWING 4' - 0" 8' - 0" EGRESS DOOR, FROSTED LITE05B 1 SWING 4' - 0" 8' - 0" EGRESS DOOR, FROSTED LITE05C 1 SWING 4' - 0" 9' - 0" RESIDENTIAL ENTRY W/ KEY-CARD ACCESS05D 3 SWING 3' - 6" 9' - 0"06A 5 SWING 3' - 0" 8' - 0"06B 2 SWING 3' - 0" 10' - 0"007 1 SWING 3' - 6" 8' - 0"08A 5 SWING 4' - 0" 8' - 0"08B 2 SWING 4' - 0" 10' - 0"009 1 DOUBLE SWING 6' - 0" 8' - 0"010 2 MULTI-SLIDE 25' - 0" 11' - 0"011 1 MULTI-SLIDE 18' - 0" 11' - 0"ELA 4 ELEVATOR DOOR 6' - 0" 8' - 0" ELEVATOR DOOR BY ELEVATOR MANUFACTURERELB 1 ELEVATOR DOOR 6' - 0" 10' - 0" ELEVATOR DOOR BY ELEVATOR MANUFACTURERGR1 2 GARAGE DOOR 14' - 0" 14' - 7"GR2 1 GARAGE DOOR 20' - 0" 12' - 0" 478 of 833
1i
1i

LINE OF AWNING
8"
S02
1ST FLOOR
1' - 6 1/2"
2' - 1" 7' - 11" 4' - 9"
21' - 0 3/4"
S04
1ST FLOOR
1' - 6 1/2"
2ND FLOOR
17' - 9 1/2"

LINE OF AWNING
10' - 0" 4' - 10 3/4" 1' - 6 1/2" 7' - 9 3/4"
S03
2ND FLOOR
17' - 9 1/2"
10' - 0"
64' - 9 1/2"
S06

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
A 8.03
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EXTERIOR STOREFRONTSCHEDULE
3/64" = 1'-0"
1ST FLOOR - STOREFRONT PLAN
3/64" = 1'-0"
2ND FLOOR - STOREFRONT PLAN
479 of 833

N SAN MATEO DR VILLA TERRACE

STATE ST

N SAN MATEO DR

VILLA TERRACE
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

AXONOMETRIC VIEWS

NW AXON NE AXONSW AXON SE AXON
480 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.01
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

PROJECT VISUALIZATION
481 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.02
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

PROJECT VISUALIZATION
482 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.03
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

PROJECT VISUALIZATION
483 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.04
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

PROJECT VISUALIZATION
484 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.05
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

PROJECT VISUALIZATION
485 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.06
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

PROJECT VISUALIZATION
486 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.07
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

LANDSCAPE VISUALIZATION
487 of 833
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
A 9.08
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

LANDSCAPE VISUALIZATION
488 of 833
24-106 715 N SAN MATEO DR (FORD) PK 2.0B BASEMENT LEVEL PARKING PROMETHEUS PROJECT NAME: CLIENT NAME: DATE ISSUED: © WATRY DESIGN, INC. 2025 PROJECT NUMBER: SHEET NUMBER: SHEET NAME: 09-22-25 E:

Date:

JC:

Date:

PLOTTED 09-22-25 13:19 tkim p:\projects\2024\24106 san mateo ford site\2-wdi\4-prod\1-working\2-cad\24106-pk20b_2025-09-22.dwg NPA Design Vehicle
NPA Design Vehicle
RAMP UP 827 SF BOILER STAIR 2 ELEV 1 ELEV 2 STAIR 1 BFPS AND PUMPS ELEVATOR LOBBY 28'-0" RAMP UP 16'-0" 0 32'-0" 64'-0" SCALE: 1/16" = 1'-0" 24'-0" 8'-6" 17'-0" STALL
8'-0" 23'-0" DRIVE AISLE
2'-6"
TO PL 17'-0" STALL
2'-2"
TO PL
142'-0" 8'-0" 18'-0" STALL 18'-0" STALL 24'-0" DRIVE AISLE 18'-0" STALL 18'-0" STALL 24'-0" DRIVE AISLE 18'-0" STALL T T 8'-6"
24'-0"
DRIVE
AISLE 8'-6" 18'-0" STALL 24'-0" DRIVE AISLE 18'-0" STALL BASEMENT LEVEL PARKING 1/16" = 1'-0" T 22'-0"
DRIVE
AISLE
8'-0" 24'-0" DRIVE AISLE
8'-6" 9'-0"
9'-0"
3'-0" T 24'-0"
9'-0" 9'-3" 8'-6" 9'-3" 9'-3" 8'-6" 9'-3" 9'-3" 8'-6" 9'-3" 9'-0" 9'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 10'-0" 10'-0"9'-0" 9'-3" 9'-3" 8'-6" 9'-3" 9'-3" 8'-6" 9'-3" 10'-0" 10'-0" 9'-3" 8'-6" 9'-3" 9'-3" 8'-6" 9'-3" 9'-9" 8'-6" 9'-9" 3'-0"
8'-6" 8'-6" 9'-3" 8'-6" 9'-3" 9'-3" 8'-6" 9'-3"
4'-812" 9'-0" 9'-3" 8'-6" 9'-3" 9'-3" 8'-6" 9'-3" 9'-0" 5'-11" 9'-0" 8'-6" 9'-0"
9'-0" 10'-0"
3'-0"
9'-6"
9'-6" 9'-0" 8'-0" 9'-0"
3'-0"
9'-6" 9'-6" 8'-0" 9'-6" 9'-6" 8'-0" 9'-6" 9'-3" 9'-3" 9'-3" 8'-6" 9'-3" 10'-0" 17'-0" STALL 9'-6" 8'-0" 9'-6" 9'-6" 8'-0" 9'-6"
22'-0"

DRIVE AISLE

7.5% 17.5% N EL = -8'-8"
17'-0"
STALL
3'-0" 9'-0" 8'-0" 9'-0" 9'-6" 8'-0" 9'-6" 9'-6" 8'-0" 9'-6" 9'-6" 8'-0" 9'-6" 9'-3" 8'-6" 9'-3" 9'-3" 8'-6" 9'-3" 10'-0" 18" x 30" TYP. 18'-0"
18'-0"
9'-0"
22'-9"
DRIVE
AISLE

DESIGN REVIEW -
REV 2
11/07/25 489 of 833
24-106 715 N SAN MATEO DR (FORD) PK 2.01 1ST LEVEL PARKING PROMETHEUS PROJECT NAME: CLIENT NAME: DATE ISSUED: © WATRY DESIGN, INC. 2025 PROJECT NUMBER: SHEET NUMBER: SHEET NAME: 09-22-25 E:

Date:

JC:

Date:

PLOTTED 09-22-25 13:18 tkim p:\projects\2024\24106 san mateo ford site\2-wdi\4-prod\1-working\2-cad\24106-pk201_2025-09-22.dwg EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2
EVCS
-L2

RAMP DN
BIKEPARKING EVCS-L2 EVREADY EVREADY W/ 8' SIDE AISLE
RAMP DN 38' - 0 1/2" 1 1 ELEV 1 LOBBY FIRE COMMAND
MAIL/PACKAGE 16'-0" 0 32'-0" 64'-0" SCALE: 1/16" = 1'-0" OPEN 22'-9"
DRIVE
AISLE 6'-6" 24'-0" DRIVE AISLE 18'-0" STALL 18'-0" STALL 18'-0" STALL 24'-0" DRIVE AISLE 18'-0" STALL 24'-0" DRIVE AISLE N N. S A N M A T E O

S T A T E S T R E E T
V I L L A T E R R A C E 18'-0" STALL 18"
10'-0"
9'-3" 8'-6" 9'-3" 9'-0" 8'-0" 9'-0" 10'-0"
3'-0"
8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 10'-0"
3'-0"
10'-0" 9'-0" 8'-0" 9'-0" 10'-0"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
9'-0" 9'-6" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 9'-0" 8'-0" 9'-0" 1ST LEVEL PARKING 1/16" = 1'-0"

7.5% 17.5% EL = 1'-6 1/2" 18" X 30" COL, TYP.
17'-0"
STALL W/ 8' SIDE AISLE EVREADY
9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 3'-0" 28'-0" 24'-0" 10'-0" 18'-0" 24'-0" DRIVE AISLE 18'-0" STALL
22'-0"
DRIVE

AISLE EVREADY
EVCS
-L2
EVCS
-L2

DESIGN REVIEW -
REV 2
11/07/25 490 of 833
1574 SF

BIKE PARKING
196 BIKES TOTAL
17' - 6"
CLR
5' - 0"
8' - 10"

DERO DUPLEX
6' - 3"

DERO DECKER
6' - 3"

BIKE FILE
4' - 3" 4' - 7"
CLR

DERO SWERVE
6' - 3"
36 BIKES
8 BIKES
82 BIKES 70 BIKES
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/4" = 1'-0"
BK 2.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

BIKE PARKING INFORMATION
1/4" = 1'-0"
1 BIKE ROOM PLAN

BIKE PARKING REQUIREMENTS

UNIT TYPE COUNT LONG TERM PARKING COUNT SHORT TERM PARKING COUNT STUDIO 9 9 0.45
URBAN 1 BED 37 37 1.85
1 BEDROOM 79 79 3.95
2 BEDROOM 52 65 5.2
3 BEDROOM 4 6 0.6
TOTALS 181 196 12.05
* BIKE PARKING CALCULATED PER SAN MATEO MUNICIPAL CODE SEC. 27.64.262(f)(2)(A)

BICYCLE PARKING SPECIFICATIONS
491 of 833

RAMP DN V V V V CORRIDOR CORRIDOR CORRIDOR
ELEV 1
202 SF
FIRE

COMMAND
536 SF

MAIL/PACKAGE
1046 SF
LOBBY
921 SF

COWORKING
816 SF

ND/LEASING
25002 SF
ELEV 2 PARKING
1574 SF

BIKE PARKING
946 SF

TRASH ROOM
175 SF
MUDDY
PAWS
250 SF

POOL EQUIPMENT
1086 SF

MAINTENANCE
656 SF
1 BEDROOM
TYPE: 1C4
668 SF
URBAN 1 BED
TYPE: UA
838 SF
URBAN 1 BED
TYPE: UC
942 SF
1 BEDROOM
TYPE: 1A2
954 SF
1 BEDROOM
TYPE: 1A2
773 SF
URBAN 1 BED
TYPE: UB
753 SF
URBAN 1 BED
TYPE: UA
735 SF
URBAN 1 BED
TYPE: UA
741 SF
URBAN 1 BED
TYPE: UA
1427 SF
2 BEDROOMTYPE: 2G
667 SF
URBAN 1 BED
TYPE: UA614 SF
URBAN 1 BED
TYPE: UA
1237 SF
2 BEDROOMTYPE: 2D
66 SF
IDF
STAIR 2
STAIR 1

N SAN MATEO

STATE ST

VILLA TERRACE
533 SFSTUDIO
TYPE: SB

DN DN DN
DN
DN

RESIDENTIAL ENTRY

AUTO ENTRY AND EXIT
334' - 0" - OVERALL BUILDING WIDTH @ N. 1ST FLOOR
0' - 3" TO PL 162' - 10" - OVERALL BUILDING DEPTH @ 1ST FLOOR 2' - 0" TO PL ELECTRIC 89' - 3" 19' - 11" 82' - 3"
158' - 0" 4' - 6"
148' - 10" 178' - 0" 4' - 0"
3' - 2" TO PL 330' - 11" 0' - 3" TO PL
30' - 8" 5' - 9" 23' - 2" 72' - 11"
16' - 0"
TO PL
118' - 7" 12' - 0" TO PL

CORRIDOR
DN
DN DN DN DN 196 BIKES TRANSFORMER
TO PL
2' - 0"
MPOE
TO PL
5' - 0"
DERO BIKE FILE (36)
DERO DUPLEX (82)
DERO DECKER (70) DERO SWERVE
RACK (8)
1' - 6 1/2"
1' - 6 1/2"
TREE 18 - 6x

ESTIMATED DBH
TREE 20 - 10x

ESTIMATED DBH
DN
1303 SF

ELECTRICELECTRIC

SWITCH GEARSWITCH GEAR
15'-6" 10'-0" 30'-0"
1 1
21'-1"
23'-0"
38'-1"
23'-0"
45'-10"
220'-5"
94'-5"
109'-3"
8'-10" 9'-6" 47'-6"

KNOX BOXLOCATION(PV

OVERRIDE)
34'-5" 7'-0"
48'-4"
16'-9"
22'-10"
68'-6"
19'-0" 13'-0"
11'-10"
13'-0" 7'-9"
18'-5"
37'-1"
2 ELEC METER BANKS

ON EXT WALLS
21' - 5"
13' - 11"
9' - 4"
0' - 3" 1' - 6 1/2" 2' - 11"
6' - 0" TO PL STOOP, TYP.TO PL 7"
3' - 3" TO PL
8' - 1" TO PL
4' - 11" TO PL
TO PL
7"
TO PL
4' - 3"
2' - 2" TO PL
TO PL
3' - 2"
TO PL
2' - 4"
193 SF

RESTROOMS
2' - 0"
TO PL

TOOL LOCKER
4' - 0" 2' - 0"
3/4" / 1'-0" 1/8" / 1'-0" 3/8" / 1'-0"

SECURITY LIGHTING AND SECURITY GRILLESURVEILLANCE CAMERS TO BE

INSTALLED THROUGOUT

PARKING GARAGE FOR PARKING LAYOUT
REFER TO SHEET PK 2.01
ø 40"
ø 16"
4' - 0" 3' - 2"
7' - 0"
1' - 6" 1' - 6"
1' - 6"
R 21' - 8"
R 11' - 8"
HOT/COLDHOSE BIB, SEE NOTE 11
F.D
3CY LOOSE THRU
WALL

RECYCLE
3CY LOOSE
WASTE
3CY LOOSE

THRU - WALL
WASTE
6'-8"
3'-6"
6'-6"
3'-11"
AIR COMPRESSOR, WALL MOUNTEDSEE NOTE 9
SERVICE OUTLET,SEE NOTE 9
4'-11"
3'-2"3'-6"
14'-0" ROLL-UP DOOR
29'-4"
CHUTE MASTERCONTROL, SEE NOTE 8
120V 15A SERVICE OUTLET. (TYP)
3'-4" WIDE
NFPA

COMPLIANT
EGRESS
DOOR
RW
UNDEDICATED 120V 15ASERVICE OUTLET. (TYP)
120V 15A SERVICEOUTLET. (TYP), SEE NOTE, 10
ODOR CONTROL,SEE NOTE, 10
3CY LOOSE THRU
WALL

RECYCLE
3CY LOOSE THRU
WALL

RECYCLE
3CY LOOSE

THRU - WALL
WASTE
2CY LOOSE

COMPOST
7'-1"

ADA FRONT APPROACH
(2) SELF CLOSING, 18 x 18 SH AUTOMATICOPENING DOOR, PER CBC

COMPOST
MT20 22" x 45.5" ELECTRICPALLET TRUCK
3'-0" ACCESS
DOOR
8'-3"
12'-2" 10'-3"
24'-4"

ADA FRONT APPROACH
3CY LOOSE

THRU - WALL
WASTE
25'-0"
7'-4"
SHEET NOTES:

TRASH ROUTE / STAGING PLAN. GROUND LEVEL.

1. STAFF TO MOVE BINS TO TRASH STAGING AREA WITH MT20 22" x 45.5" ELECTRIC PALLET TRUCK. GENERAL NOTES.1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTALPACKAGE FROM ARCHITECT.

2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES.

PATH OF TRAVEL LEGEND.

STAFF PATH OF TRAVEL FROM RESIDENTIAL TRASH ROOM TO
TRASH STAGING AREA.

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
PK, DU

NOT FOR CONSTRUCTION

11.07.2025
3/32" = 1'-0"
TR0.1
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403

TRASH ROUTE/STAGING
PLAN 1 LEVEL1
1/16" = 1'-0"
TRASH ROUTE /SERVICE PLAN - LEVEL 1

TRASH COLLECTION ROOM

FL TRUCK SERVICE

HAULER TO TO PULL/ADJUST BINS FROM STAGING TO
TRUCK FOR SERVICE.
492 of 833
DN

COURTYARD
POOL
SPA

WALKWAY ABOVE

LINE OF BLDG ABOVE
1034 SF
2 BEDROOMTYPE: 2A2
606 SFSTUDIO
TYPE: S 588 SF
1 BEDROOM
TYPE: 1C1
743 SF
1 BEDROOM
TYPE: 1A2
857 SF
1 BEDROOM
TYPE: 1A2
858 SF
1 BEDROOM
TYPE: 1A2
857 SF
1 BEDROOM
TYPE: 1A2
708 SF
1 BEDROOM
TYPE: 1C2 685 SF
URBAN 1 BED
TYPE: UB 634 SF
URBAN 1 BED
TYPE: UB
731 SF
1 BEDROOM
TYPE: 1A2
1108 SF
2 BEDROOMTYPE: 2A1
742 SF
1 BEDROOM
TYPE: 1A2
1983 SF

CORRIDOR
ELEV 1
26 SF
IDF
1500 SF
3 BEDROOM
TYPE: 3A
977 SF
2 BEDROOMTYPE: 2C1
965 SF2 BEDROOMTYPE: 2C1
703 SF
1 BEDROOM
TYPE: 1B1
1148 SF
2 BEDROOMTYPE: 2B2
1092 SF
2 BEDROOMTYPE: 2C4
1066 SF
2 BEDROOM
TYPE: 2B3
690 SF
URBAN 1 BED
TYPE: UB
STAIR 2
672 SF
URBAN 1 BED
TYPE: UB
55 SF
IDF ELEV 2
STAIR 3

N SAN MATEO

STATE ST

VILLA TERRACE

OPEN TO BELOW
STAIR 1
337'-5"- OVERALL BUILDING WIDTH @ 2ND FLOOR 1'-7"TO PL
0'-2"TO PL 154'-10"- OVERALL BUILDING DEPTH @ 2ND FLOOR 10'-0"TO PL 44'-8"
9'-8" 25'-6" 7'-6" 46'-7" 20'-0" 82'-3" 50'-1" 57'-0" 3'-1" 35'-10" 31'-4" 5'-5" 35'-0" 30'-9" 34'-3"
82'-3" 10'-5" 63'-1" 34'-11" 9'-11" 36'-8" 4'-8" 18'-3" 93'-0"TO PL 36'-2" 35'-8" 30'-0" 9'-10" 37'-6" 48'-0" 98'-6" 9'-0" 41'-0"
39'-8"
260'-2" 74'-2"TO PL
10'-0"TO PL 136'-8" 71'-10" 37'-11" 38'-5"
23'-2" 10'-3" 39'-8" 10'-0"
5'-9"
TO PL
10'-2"
GYM
WC

CANOPY CANOPY

LINE OFBUILDINGBELOW
64'-10"
29'-1"
7'-0"
24'-4"
7'-11"
7'-4" 7'-4"
16'-3"
10'-0"
11'-6"
10'-0"
11'-2"
10'-0"
10'-0"
11'-2"
20'-6" 20'-6"
18'-0" 18'-0"
22'-4" 22'-4"
19'-10" 19'-10" IMAGINARY FIRE SEPARATION LINE IMAGINARY FIRE SEPARATION LINE 2'-1"
MASON BRA-RED SOUND ISOLATIONPADS (4) TOTAL AT EA FLOORSUPPORT FRAME (2) 30"Ø GALV. STEEL CHUTES
A36 L112" x 112" x 14 x SQUARE

FLOOR SUPPORT FRAMES
(2)15x18 B.H. INTAKEDOORS, SEE NOTE 17
Ø5'-0" ADA
4'-11" 2'-0" 2'-0"
1'-10" 5'-9"
8'-11" 3'-0"

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
PK, DU

NOT FOR CONSTRUCTION

11.07.2025
3/32" = 1'-0"
TR0.2
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
1/16" = 1'-0"
LEVEL 2

CHUTE VESTIBULE

CHUTE VESTIBULE- SIM

AT UPPER LEVELS
493 of 833
2'-1"
MASON BRA-RED SOUND ISOLATIONPADS (4) TOTAL AT EA FLOOR

SUPPORT FRAME
(2) 30"Ø GALV. STEEL CHUTES
A36 L112" x 112" x 14 x SQUARE

FLOOR SUPPORT FRAMES
(2)15x18 B.H. INTAKE
DOORS, SEE NOTE 17
Ø5'-0" ADA
4'-11" 2'-0" 2'-0"
1'-10" 5'-9"
8'-11"
3'-0"
946 SF

TRASH ROOM
21'-1"
23'-0"
38'-1"
23'-0"
0' - 3"
HOT/COLDHOSE BIB, SEE NOTE 11
F.D
3CY LOOSE THRU
WALL

RECYCLE
3CY LOOSE
WASTE
3CY LOOSE

THRU - WALL
WASTE
6'-8"
3'-6"
6'-6"
3'-11"

AIR COMPRESSOR, WALL MOUNTED
SEE NOTE 9
SERVICE OUTLET,SEE NOTE 9
4'-11"
3'-2"3'-6"
14'-0" ROLL-UP DOOR
29'-4"
CHUTE MASTERCONTROL, SEE NOTE 8
120V 15A SERVICE OUTLET. (TYP)
3'-4" WIDE
NFPA

COMPLIANT
EGRESS
DOOR
R
W
UNDEDICATED 120V 15A
SERVICE OUTLET. (TYP)
120V 15A SERVICE
OUTLET. (TYP), SEE NOTE, 10
ODOR CONTROL,SEE NOTE, 10
3CY LOOSE THRU
WALL

RECYCLE
3CY LOOSE THRU
WALL

RECYCLE
3CY LOOSE

THRU - WALL
WASTE
2CY LOOSE

COMPOST
7'-1"

ADA FRONT APPROACH
(2) SELF CLOSING, 18 x 18 SH AUTOMATICOPENING DOOR, PER CBC

COMPOST
MT20 22" x 45.5" ELECTRICPALLET TRUCK
3'-0" ACCESS
DOOR
8'-3"
12'-2" 10'-3"
24'-4"

ADA FRONT APPROACH
3CY LOOSE

THRU - WALL
WASTE
6'-0"
3'-11
2'-10"14" 3'-6"
2'-10"
2'-914"
3'-1" 1'-5"
3'-1012" 6'-818"
4'-6"
3'-1"
3'-4"
3'-10"
4'-6" STS-3FL-FD-E

CHUTE FED HAND FED
SHEET NOTES:

RESIDENTIAL TRASH ROOM. LEVEL X.

1. TRASH COLLECTION ROOM IS 2HR FIRE-RATED - RESTRICTED ACCESS.

2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE (1° MAX) AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTORS.

3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT 8'-0" AFF.

4. WALL PROTECTION: OPTION 1: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON- REINFORCED CONCRETE WALLS.

OPTION 2: 18" THICK STEEL DIAMOND TREAD BACKING 6'-0" AFF ALONG ALL NON-REINFORCED CONCRETE WALLS.

ARCHITECT TO SELECT SUITABLE ASSEMBLY.

5. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2022 CBC.6. INSTALL 8'-0" WIDE ROLL-UP DOOR FOR TRANSFERRING CONTAINERS. INSTALL 3'-0" NFPA COMPLIANT DOOR FOR FIRE EGRESS.

7. (2) 30"Ø 16-GAUGE GALVANIZED / GALVANNEALED OR ALUMINIZED STEEL CHUTE WITH 3CY FL LOOSE THRU-WALL CONTAINER FOR WASTE AND RECYCLING. CHUTES TERMINATE 6'-0" AFF.

8. MCP: CHUTE MASTER CONTROL PANEL (1 PER CHUTE) SHALL BE WALL-MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. 120V 15A SERVICE OUTLET REQUIRED.

9. AC: AIR COMPRESSOR (OIL LESS) 4610AC WITH AUTOMATIC TANK DRAIN VALVE. 2 HP PEAK, TWIN TANK CAPACITY 4.6 GALLONS, VOLTAGE @ 60 HZ 110 VOLTS, CURRENT 8.5 AMPS TO POWER THE CHUTE INTAKE DOORS. (1) TOTAL.

10. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED.11. HB: HOT AND COLD HOSE BIBB SHALL BE WALL-MOUNTED 60" AFF.12. PROVIDE MT20 22" x 45.5" ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4500LB CAPACITY WITH 67" TURNING RADIUS. 120V 15A SERVICE OUTLET REQUIRED.

13. PROVIDE (1) UNDEDICATED 120V 15A SERVICE OUTLET REQUIRED FOR STAFF MAINTENANCE PURPOSE.14. TYPE-A, B-LABEL CONSTRUCTION, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION.

19. THRU-WALL INTAKE VESTIBULE FOR GROUND LEVEL RESIDENTIAL TRASH. 2HR FIRE-RATED WITH 2HR FIRE-RATED DOOR. **NOTE THAT WHERE CHUTE INTAKE ROOMS ARE PROTECTED BY AUTOMATIC SPRINKLERS, THE ROOM SHALL BE ENCLOSED IN A MIN OF 1HR FIRE RESISTANCE-RATED CONSTRUCTION WITH 45-MINUTE FIRE-RATED ACCESS DOORS**. 5'-0" MIN DIAMETER WHEELCHAIR TURNING SPACE REQUIRED PER ADA. PROVIDE (2) 18x18 SIDE HINGED, SELF CLOSING, AUTOMATIC OPENING THRU-WALL DOORS. SEE DETAIL 1/TR2.0. PROVIDE WALL-MOUNTED AIR-COMPRESSOR 60" AFF (OIL LESS) 4610AC WITH AUTOMATIC TANK DRAIN VALVE. 2 HP PEAK, TWIN TANK CAPACITY

4.6 GALLONS, VOLTAGE @ 60 HZ 110 VOLTS, CURRENT 8.5 AMPS TO POWER THE CHUTE INTAKE DOORS. (1) TOTAL.

CHUTE INTAKE VESTIBULES. SIM AT LEVELS 2-5.

20. CHUTE INTAKE VESTIBULES SHALL BE 2HR FIRE-RATED WITH 90-MINUTE FIRE-RATED ACCESS DOOR FOR RESIDENTIAL ACCESS. **NOTE THAT WHERE CHUTE INTAKE ROOMS ARE PROTECTED BY AUTOMATIC SPRINKLERS, THE ROOM SHALL BE ENCLOSED IN A MIN OF 1HR FIRE RESISTANCE-RATED CONSTRUCTION WITH 45-MINUTE FIRE-RATED ACCESS DOORS**. 5'-0" MIN DIAMETER WHEELCHAIR TURNING SPACE REQUIRED PER ADAREQUIREMENTS. POWER TO INTAKE DOORS SUPPLIED BY MCP. PROVIDE (X) 15x18 BOTTOM HINGED, LOW-VOLTAGE,ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING DOOR AT EACH FLOOR. SEE DETAIL 2/TR2.0. 30" x 48" FRONT / SIDE APPROACH REQUIRED PER ADA STANDARDS.

21. MANAGEMENT TO PROVIDE 23-GALLON 'RUBBERMAID SLIM JIM' CONTAINER OR EQUIVALENT FOR COMPOST DISPOSAL. STAFF TO EMPTY IN CONTAINERS DAILY AT TRASH ROOM.

22. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, ATM RECOMMENDS DOUBLE STUD-WALLS OR EQUIVALENT ADJACENT TO OCCUPIED SPACES. ATMRECOMMENDS INTERIOR OF SHAFT TO BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES.

ARCHITECT TO SELECT SUITABLE ASSEMBLY.

23. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND OCTAGONAL FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. SEE PLAN FOR DIAMETER OF OPENINGS. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/TR2.0 FOR ANCHORING.

GENERAL NOTES.

1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS AREINTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT.

2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH

ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES.

PROJECTED COLLECTION SCHEDULE
WASTE

COMPOST
SERVICE: CONTAINER VOL / TYPE: FREQUENCY:
(3) 3CY FL LOOSE CONTAINER 3x/wk(1)2CY FL CONTAINERS 2x/wk RECYCLING (3) 3CY FL LOOSE CONTAINERS 3x/wk

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
PK, DU

NOT FOR CONSTRUCTION

11.07.2025
3/32" = 1'-0"
TR1.0
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
1/2" = 1'-0" 2403
TRASH COLLECTION AREA - LEVEL 1
1/2" = 1'-0"
CHUTE VESTIBULE LEVEL 2-6
1/2" = 1'-0"

SECTIONS

TRASH COLLECTIONAREA & CHUTE

VESTIBULE
494 of 833
1 THRU-WALL INTAKE DOOR GROUND FLOOR - NO EI BOX 2 CHUTE INTAKE DOOR UPPER LEVELS NOTES:

1. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES.

2. INTAKE DOOR NOT SHOWN FOR CLARITY.

CHUTE AIR AND SOUND ISOLATION CHUTE WASHDOWN SYSTEM CHUTE SHAFT AT INTAKE AT HIGHEST INTAKE - ALL CHUTES 5 6 8
NOTES:

1. PROVIDE HIGH PRESSURE CHUTE WASHDOWN NOZZLE.

2. FILL WASHDOWN TANK WITH CONCENTRATED SOLUTION. THE SYPHON HOSE SHOULD REACH THE BOTTOM OF THE CLEANING SOLUTION CONTAINER. TO FLUSH WITH CLEAR WATER, TURN HANDLE TO THE ON POSITION. FACTORY SETTING OF THE PROPORTIONING VALVE IS FOR 50-GALLONS PER GALLON OF CLEANING SOLUTION.

3. NOTE THAT THE ACCESS DOOR AND WASHDOWN UNIT ARE SHOWN OUTSIDE OF CHUTE SHAFT FOR CLARITY. ALL WASHDOWN EQUIPMENT WILL BE INSTALLED WITHIN CHUTE SHAFT, ABOVE THE HIGHEST INTAKE. (1) WASHDOWN UNIT PER CHUTE.

4. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP.

5. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS.

6. SUPPLIED BY VENDOR - INSTALLED BY PLUMBER.

NOTES:

1. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP.

2. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS.

CONC SLAB WHERE OCCURS
(S.S.D.)
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)

TAPE INTERIOR OF CHUTE SHAFT

TO PREVENT ODOROUS AIR LEAKS
(BY OTHERS)

DISCHARGE LEVEL
4'-6"
ANCHOR BOLTS W/ NEOPRENE GROMMETS. PROVIDE MASON BRA-RED

SOUND ISOLATION PADS BELOW CHUTE FLOOR SUPPORT FRAME TO ISOLATE FROM STRUCTURE. MOUNTS SHALL HAVE 0.2-INCH STATICDEFLECTION CL
VARIES

SEE PLAN
A36 FLOOR SUPPORT FRAME, SEE
PLAN
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.) NO CONTACT BTWN GYP BOARD, FRAMING & CHUTE. SEAL GAP W/ FLEXIBLE ACOUSTIC RATED FIRE CAULKING AT PENETRATION

THROUGH WALL & SHAFT, ALL AROUND
5 1
2 4 2
6 3
15x15 ACCESS DOOR (NTS) INSTALLED BY CONTRACTOR PRIOR TO

ERECTING WALL
8 9
10"

TYP RESIDENTIAL LEVEL
CL

CONC SLAB WHERE OCCURS
(S.S.D.)
A36 FLOOR SUPPORT FRAME, SEE
PLAN
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)
2HR FIRE-RATED WALLPER SCHEDULE (S.A.D.)
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)
14" MAX OPG
CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O. WALL, SEEDETAILS ABOVE & NOTES 4 & 5 FOR HEIGHT REQUIREMENTS 7 CL
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)

TAPE INTERIOR OF CHUTE SHAFT

TO PREVENT ODOROUS AIR LEAKS

CONC SLAB WHERE OCCURS
(S.S.D.)
A36 FLOOR SUPPORT FRAME,

SEE PLAN
TYP

X-FIRE-RATED ACOUSTIC FLEXIBLE SEALANT
3 4"Ø FLUSHING SPRAY HEAD BELOW CHUTE

VENT & ABOVE TOP CHUTE INTAKE DOOR
14" MAX OPG
COAT CHUTE W/ SOUNDCOAT DAUBERT V-DAMP 3680 OR
EQUIVALENT; MATCH THICKNESS OF METAL
COAT CHUTE W/ SOUNDCOAT DAUBERT V-DAMP 3680 OR
EQUIVALENT; MATCH THICKNESS OF METAL

TYPE-A, B-LABEL CONSTRUCTION, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION

SEE PLAN SEE PLAN

SEE PLAN
SHEET NOTES. 30"Ø CHUTE DETAILS

1. WASTE / RECYCLING CHUTE MATERIAL: 16-GAUGE GALVANIZED / GALVANNEALED OR ALUMINIZED STEEL. 2. 2HR FIRE-RATED WALL ASSEMBLIES ENCASING CHUTE SHAFT. FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED.

3. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT.

GENERAL NOTES.

1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT.

2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES.

FRONT VIEW
1'-9"
2'-1"
4"
18x18 SIDE HINGED, AUTOMATIC OPENING INTAKE
DOOR

SATIN CHROME PULL HANDLE W/

THUMB LATCH

RED PUSH BUTTON
1'-93 4" OVERALL DIM
1'-314" DOOR PANEL DIM
1'-63 8"
1'-9"
2'-03 4" OVERALL DIM

FRONT VIEW
(WITHOUT TRIM)

RED OPEN BUTTON

SATIN CHROME PULL

HANDLE W/ THUMB LATCH
NOTES:

1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE.

2. BOTTOM HINGED DOORS ARE SELF-CLOSING, NOISELESS, AND SELF-LATCHING. UL CLASSIFIED 90 MINUTE FIRE-RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250° F MAX IN 30 MINUTES.

3. MAX OPENING FOR INTAKE DOOR IS 14" FROM FACE OF FINISHED WALL.4. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP.

6. 18x18 AIR ASSIST ACCESS DOOR IS LARGEST DOOR THAT ATM WILL DESIGN FOR CHUTE INTAKE.7. ATM WILL NEVER DESIGN A 24x24 INTAKE DOOR AS THESE DOOR SIZES HAVE LED TO FATALITIES.8. FOR CONTROLS AND OPERATING MECHANISMS HEIGHTS AFF, REFER TO ARCHITECTURAL DRAWINGS.9. FOR CHUTES THAT EXTEND BEYOND 20 FLOORS OR 250 FEET: LOW-VOLTAGE BOOSTER POWER SUPPLY IS REQUIRED FOR CHUTES THAT EXTEND BEYOND 20 FLOORS OR 250 FEET, WHICHEVER COMES FIRST. THE CHUTE SUBCONTRACTOR MUST MEASURE ALL FLOORS AND ROOM DIMENSIONS ON-SITE TO DETERMINE IF ABOOSTER POWER SUPPLY IS NEEDED.

10. 1 8" THICK FABRIC-REINFORCED NEOPRENE RUBBER BAFFLE AT EACH INTAKE DOOR REQUIRED FOR BUILDINGS WITH MORE THAN 8-STORIES, OPTIONAL OTHERWISE.

FRONT VIEW
(WITH TRIM: 16 GA. 430 S.S.)
1'-113 4" OVERALL DIM
2'-03 4" OVERALL DIM 15x18 BOTTOM-HINGED, LOW-VOLTAGE ELECTRICALLY

INTERLOCKED, AUTOMATIC OPENING INTAKE DOOR
1'-318" 538" PLAN VIEW
1'-103 8"
2'-1" WALL OPG
1958" CHUTE OPG

SECTION VIEW
NOTES:

1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE.

2. SIDE HINGED DOORS ARE SELF-CLOSING, NOISELESS, AND SELF-LATCHING. UL CLASSIFIED 90 MINUTE FIRE-RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250° F MAX IN 30 MINUTES.

6. 18x18 AIR ASSIST ACCESS DOOR IS LARGEST DOOR THAT ATM WILL DESIGN FOR CHUTE INTAKE.

7. ATM WILL NEVER DESIGN A 24x24 INTAKE DOOR AS THESE DOOR SIZES HAVE LED TO FATALITIES.

8. FOR CONTROLS AND OPERATING MECHANISMS HEIGHTS AFF, REFER TO ARCHITECTURAL DRAWINGS.9. 1 8" THICK FABRIC-REINFORCED NEOPRENE RUBBER BAFFLE AT EACH INTAKE DOOR REQUIRED FOR BUILDINGS WITH MORE THAN 8-STORIES, OPTIONAL OTHERWISE.

WALL 114" 22"
WALL

OPENING

SECTION VIEW

MECHANICAL BOX
DOOR
25"
WALL

OPENING

PLAN VIEW

SLEEVE MUST BE SECURED AROUND WITH APPROPRIATED

HARDWARE ACCORDINGLY TO WALL CONSTRUCTION
DOOR

MECHANICAL BOX
18" THICK FABRIC-REINFORCED NEOPRENERUBBER BAFFLE
SEE NOTE 9
SCALE: NTS SCALE: NTSSCALE: NTS SCALE: NTS SCALE: NTS
NOTES:

1. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL OTHER INFORMATION NOT LISTED.

2. (4) MASON BRA-RED SOUND ISOLATION PAD ASSEMBLIES PER FLOOR SUPPORT FRAME.3. BRIDGE-BEARING NEOPRENE PROVIDED TO SUPPORT THE CHUTE FLOOR SUPPORT FRAME AND ISOLATE FROM STRUCTURE. MOUNTS SHALL HAVE 0.2-INCH STATIC DEFLECTION.

FLOOR SUPPORT FRAME ANCHORING 9 SCALE: NTS
UL RATED 1.5 HR 'B' LABEL
1" CONDUIT / WIRING TO FLOOR BELOW BY

ELECTRICAL CONTRACTOR
3 4" CONDUIT / WIRING TO FLOOR BELOW BY

ELECTRICAL CONTRACTOR

SATIN CHROME PULL HANDLE W/ THUMB
LATCH
1 8" THICK FABRIC-REINFORCED NEOPRENE
RUBBER BAFFLE SEE NOTE 10
EI BOX
1" CONDUIT / WIRING TO FLOOR ABOVE BY ELECTRICAL

CONTRACTOR
3 4" CONDUIT TO FLOOR ABOVE BY ELECTRICALCONTRACTOR 1 4" AIR HOSE SUPPLIED BY

WILKINSON
13 SCALE: NTS
NOTES:

1. 34"Ø POUR RING ASSEMBLIES TO BE GALVANIZED.

2. "X" INDICATES DEPTH OF SLAB 8" - 20" RANGE.3. TRASH CHUTES: USE BR MOUNT; LINEN CHUTES: NO BR MOUNT. 34"Ø EMBEDDED POUR RING ASSEMBLY
30"Ø CHUTE

CENTER HOLE FOR DIRECT MOUNTING

OF FLOOR FRAME (NO BR MOUNT)
112" TYP
45°
11g POUR RING
34"Ø O.D.
(TO BE GALVANIZED)
MATERIAL: 1067 8" LG x 11G x "X" HT. 3 4" 112" TYP FLOOR SUPPORT FRAME CORNER 12"Ø HOLE
3 4" 3 4" 3 4" PROVIDE MASON BRA-RED SOUND ISOLATION PADS BELOW FRAME RIM JOISTS BY OTHERS (S.S.D.) PLYWOOD SUBFLOOR BYOTHERS (S.S.D.)
ASTM A307 5 16-18UNCx1 CAP SCREW W/ STANDARD
WASHER & NEOPRENE GROMMET, (1) TOTAL PER
ASSEMBLY 3
16" THICK
TYP 3
16" THICK
TYP 212" MIN
EMBED

DUCTILE IRON HOUSING

BRIDGE-BEARING NEOPRENE PROVIDED TO

SUPPORT THE CHUTE FLOOR SUPPORT FRAMES

AND ISOLATE FROM STRUCTURE

PROVIDE MASON BRA-RED SOUND

ISOLATION PADS BELOW FRAME
CONC SLAB WHERE OCCURS(S.S.D.)
3 8"Ø x 3" RED HEAD OR HILTI KB3 POST-INSTALLED
CONCRETE ANCHOR BOLT, (2) TOTAL EA ASSEMBLY

ARCHITECT SHALL VERIFY WITH RECOMMENDATIONS INACOUSTICS REPORT A36 FLOOR SUPPORT FRAME, SEE
PLAN

WOOD-FRAME CONCRETE CONNECTION

CONNECTION
ASTM A307 5 16-18UNCx1 CAP SCREW W/ STANDARD
WASHER & NEOPRENE GROMMET, (1) TOTAL PER

ASSEMBLY
A36 FLOOR SUPPORT FRAME, SEE
PLAN
112" MIN FROM E.O. CONC

TO PREVENT BREAKOUT
14"Ø x 4" HEX HEAD LAG SCREW(2) TOTAL PER ASSEMBLY

DUCTILE IRON HOUSING

BRIDGE-BEARING NEOPRENE PROVIDED TO

SUPPORT THE CHUTE FLOOR SUPPORT FRAMES

AND ISOLATE FROM STRUCTURE
3"
2"
3/16"
1-3/8"
1-3/8"
1-5/8"
1-5/8" 4-1/4"
2-1/2"
2-1/2"
34" 34" MASON BRA-RED MOUNT

ISOMETRIC VIEW
NOTES:

1. ALL HARDWARE PLATED

2. REFER TO MANUFACTURERS SPECIFICATIONS FOR ALL OTHER
INFORMATION NOT INCLUDED.
2'-614" TYP
INNER
2'-914" TYP
OUTER 30"Ø CHUTE

BR MOUNTS
A36 L11 2" x 11 2" x 1 4 x SQUARE FLOOR

SUPPORT FRAMES
3'-9" HOLE-TO-HOLE TYP
11G POUR RING
34"Ø. O.D.

A36 L112" x 112" x 1 4 SQUARED FLOOR SUPPORT
FRAME
30"Ø CHUTE
3'-9" HOLE-TO-HOLE TYP

90.00°

90.00°
X
2'-10" O.D.
3'-9" HOLE-TO-HOLE

WELD STUDS
11g GUSSET
3 8"Ø x 112" STUDS

POUR RING
OUTSIDE HOLES - ADD 2 STUDS FOR BR MOUNT
INSIDE HOLE - ADD ONE STUD ONLY FOR DIRECT FLOOR MOUNT OFFRAME. 12"Ø HOLE (3)
TOTAL
POUR RING BR MOUNT BRACKET 11g 65 8" 512" 412" 412" 118" 314" 5 8" X 4"
512" 118" 412"658" USE FLOOR SUPPORT FRAME TO CONFIRM POUR RING BRACKET LOCATION

WASHDOWN UNIT (NTS)
INSTALLED BEHIND F.O. WALL
FIRE SPRINKLER HEAD LOCATED AT HIGHEST INTAKE, LOWESTINTAKE & EVERY OTHER FLOOR BETWEEN. MOUNTED IN SHOP BY CHUTE MANUFACTURER. CONNECTION MADE BY FIRE SPRINKLERCONTRACTOR. (S.A.D. & FIRE SPRINKLER CONTRACTOR FOR

MORE INFORMATION)
PLUMBING SCHEMATIC LEGEND:

1. 3 4"Ø DOMESTIC HOT WATER INLET WITH VACUUM BREAKER.
(SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR).

2. QUARTER-TURN GATE VALVE (SHUT-OFF AND BYPASS), (2) TOTAL. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR).

3. PLUMBING DESIGN, MATERIALS, AND INSTALLATION BY OTHERS. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR).

4. 24-VDC SOLENOID VALVE (OPTIONAL). NOT NEEDED FOR MANUAL OPERATION. (NOT USED HERE).

5. WASHDOW UNIT: 1-GALLON CONTAINER, MOUNTING BRACKET, AND PROPORTIONAL VALVE AT REMOTE LOCATION. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY PLUMBING SUBCONTRACTOR).

6. 3 4"Ø FLUSHING SPRAY HEAD BELOW CHUTE VENT. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY PLUMBING SUBCONTRACTOR).

7. FIRE SPRINKLER IS LOCATED AT HIGHEST INTAKE, LOWEST INTAKE, AND EVERY OTHER FLOOR BETWEEN, TO BE STARTED FROM HIGHEST INTAKE. (MOUNTED IN SHOP BY CHUTE MANUFACTURER. CONNECTION MADE BY FIRE SPRINKLER SUBCONTRACTOR).

8. SIDE-HINGED, UL RATED 90 MINUTE B-LABEL ACCESS DOOR. (SUPPLIED BY CHUTE SUBCONTRACTOR. INSTALLED BY FRAMING SUBCONTRACTOR OR GC).

9. SATIN CHROME PULL-HANDLE. (SUPPLIED/INSTALLED BY CHUTE MANUFACTURE).

CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O. WALL, SEE
DETAILS ABOVE & NOTES 4 & 5 FOR HEIGHT REQUIREMENTS
15 CHUTE SHAFT DETAILS PLAN VIEWS SCALE: NTS

WOOD-FRAME CONNECTION

OCTAGONAL FLOOR OPENINGS

CONCRETE CONNECTION

ROUND FLOOR OPENINGS
2'-1"
4'-11" O.C. 2'-0" 2'-0"
1'-10"
3'-5" CLEAR SHAFT
2'-1"
4'-11" 2'-0" 2'-0"
1'-10"
16" x 24" DISCHARGE ROOM /
VESTIBULE VENT W/ 2HR FIRE-RATED

SEPARATION - COORDINATE W/ MEP
8'-314" CLEAR
A36 L112" x 11 2" x 1 4 x 3'-4" LONG FLOOR SUPPORT
FRAMESMASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EAFLOOR SUPPORT FRAME (2) 30"Ø GALV. STEEL CHUTES W/ 34"Ø FLOOR OPENINGS,
SEE NOTE 3
A36 L112" x 112" x 1 4 x 3'-4" LONG FLOOR SUPPORT
FRAMES
MASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EA

FLOOR SUPPORT FRAME
(2) 30"Ø GALV. STEEL CHUTES W/ OCTAGONALFLOOR OPENINGS, SEE NOTE 3 12" x 10" DISCHARGE ROOM /
VESTIBULE VENT W/ 2HR FIRE-RATED

SEPARATION - COORDINATE W/ MEP
1'-4"
2'-0"

OCTAGONAL FLOOR OPENING
30"Ø CHUTE (NTS)
(2) 15x8 BOTTOM HINGED, LOW-VOLTAGE, ELECTRICALLY

INTERLOCKED, AUTOMATIC OPENING DOORS
2HR FIRE-RATED WALL BY OTHERS
(S.A.D.) SEE NOTE 2
(2) 15x8 BOTTOM HINGED, LOW-VOLTAGE,ELECTRICALLY INTERLOCKED, AUTOMATIC

OPENING DOORS
2HR FIRE-RATED WALL BY OTHERS
(S.A.D.) SEE NOTE 2
NOTES:

1. CHUTE INTAKE VESTIBULES SHALL BE 2HR FIRE-RATED WITH 90-MINUTE FIRE-RATED ACCESS DOOR FOR RESIDENTIAL ACCESS. **NOTE THAT WHERE CHUTE INTAKE ROOMS ARE PROTECTED BY AUTOMATIC SPRINKLERS, THE ROOM SHALL BE ENCLOSED IN A MIN OF 1HR FIRE RESISTANCE-RATED CONSTRUCTION WITH 45-MINUTE FIRE-RATED ACCESS DOORS**. 5'-0"MIN DIAMETER WHEELCHAIR TURNING SPACE REQUIRED PER ADA REQUIREMENTS. POWER TO INTAKE DOORS SUPPLIED BY MCP. PROVIDE (2) 15x18 BOTTOM HINGED, LOW-VOLTAGE,ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING DOOR AT EACH FLOOR. SEE DETAIL 2/TR2.0. 30" x 48" FRONT / SIDE APPROACH REQUIRED PER ADA STANDARDS.

2. MANAGEMENT TO PROVIDE 23-GALLON 'RUBBERMAID SLIM JIM' CONTAINER OR EQUIVALENT FOR COMPOST DISPOSAL. STAFF TO EMPTY IN CONTAINERS DAILY AT TRASH ROOM.3. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, ATM RECOMMENDS DOUBLE STUD-WALLS OR EQUIVALENT ADJACENT TO OCCUPIED SPACES. ATM RECOMMENDS INTERIOR OF SHAFT TO BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. ARCHITECT TO SELECT SUITABLE ASSEMBLY.

4. TYPE I FLOOR: TO PREVENT CONCRETE BREAK-OFF, VERIFY MINIMUM DISTANCE WITH STRUCTURAL ENGINEER.

5. ARCHITECT SHALL VERIFY ALL FLOOR SUPPORT FRAME ANCHORING CONNECTIONS WITH RECOMMENDATIONS IN ACOUSTICS REPORT. *SOUND CONSULTANT TO VERIFY DETAILS
AND UPDATE AS NECESSARY*

REFER TO CHUTE VESTIBULE LAYOUTS ON
SHEETS TR1.0 FOR ANY MISSING
INFORMATION.
4 CHUTE NOTES SCALE: NTS

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103
PK, DU

NOT FOR CONSTRUCTION

11.07.2025
3/32" = 1'-0"
TR2.0
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403

CHUTE DETAILS
495 of 833

EXTERIOR LIGHTING LEGEND
L1 LINEAR LIGHT, GUARDRAIL - SKYBRIDGEL2 LINEAR LIGHT, DECORATIVE CABLE - COMMON OUTDOOR SPACE P1 PENDANT LIGHT - 1ST FLOOR UNIT PORCHES & ENTRANCESP2 PENDANT LIGHT - COMMON OUTDOOR SPACESR1 RECESSED DOWNLIGHT - CORRIDOR, ENTRANCE & BALCONIESS1 SURFACE MOUNTED DOWNLIGHT - TRELLISESW1 WALL MOUNTED SCONE - UNIT ENTRANCE/BALCONY & STAIR 3W2 WALL MOUNTED SCONE - PILASTERSW3 WALL MOUNTED STEP LIGHT - STAIR 3L-01 UPLIGHTL-02 BOLLARD LIGHTL-03 WALL LIGHTL-04 LED STRIP ACCENT LIGHTL-05 MULTI-HEAD POLE LIGHTL-06 BBQ TASK LIGHT NOTE: ALL FIXTURES ARE SUBJECT TO SUBSTITUTION WITH SIMILAR DUE TO COST AND AVAILABILITY AT THE TIME OF CONSTRUCTION.

DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
1/4" = 1'-0"
E 2.00
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EXTERIOR LIGHTINGSPECIFICATIONS
L1

ARCHITECTURAL LIGHTING

ARCHITECTURAL LIGHT FIXTURE SCHEDULE
Type
Mark Count Manufacturer Model
L1 2 C.R. LAURENCE LED RAIL INSERT, LEDCR6L2 5 BRUCK SKYLINE , SKY-D-WANDP1 20 WAC LIGHTING TUBE ARCHITECTURAL, DS-PD08P2 6 BOVER GAROTA HANGR1 251 WAC LIGHTING 4.5" VOLTA, R4SD2TS1 54 B-K LIGHTING NITE STAR, NS-LEDW1 98 KUZCO MAVIS, EW4401W2 35 AFX TRU 36", TRUW0536LAJUDBKW3 22 WAC LIGHTING LEDME, WL-LED100 L2 P1 P2 R1 S1
W1 W2 W3
L-01

LANDSCAPE LIGHTING
L-02 L-03 L-04 L-05 L-06

LANDSCAPE LIGHT FIXTURE SCHEDULE
Call Out Manufacturer Model
L-01 B-K LIGHTING ARTI STAR, AR-FL-LID-LCBL-02 BEGA BOLLARD, B99056L-03 BEGA RECESSED WALL LUMINAIRE, B33059L-04 FX LUMINAIRE SRP STRIP LIGHTL-05 SELUX OLIVIO MEDIO LEDL-06 FX LUMINAIRE BARBEQUE LIGHT 496 of 833
P1 P1 P1 P1 P1 P1 P1 P1 R1 R1
P1P1P1P1
P1
P1P1
R1R1
W2
R1
R1 R1 R1 R1 P1 P1
W2 W2
P1
P1
W2W2
R1R1R1R1R1R1R1R1R1
R1 R1
R1 R1
R1 R1 R1
W2W2W2W2W2W2W2W2W2
W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2
W2
W2
W2W2W2
P1

SEE LANDSCAPE

DESIGN FOR

LANDSCAPE LIGHTING
W2
W1 W1 W1 W1 W1
W1
R1 R1 R1 R1
R1 R1
W1 W1 W1 W1 W1 W1 W1 W1 W1 W1
W1 W1

SEE LANDSCAPE

DESIGN FOR

LANDSCAPE LIGHTING

LINE OF LANDSCAPE

PLANTING AREA BELOW

LINE OF FIREPLACE BELOW
R1R1
R1
P2
R1 R1 R1 R1 R1 R1 R1 R1
R1
R1 W1 W1 W1
W1
R1

SEE LANDSCAPE

DESIGN FOR

LANDSCAPE LIGHTING
W3
W1
W1
S1S1
R1 S1 R1 S1
W1
R1 R1
W3 W3

W1 W1 W1 W1 W1 W1
W1W1
R1 R1 R1 R1
R1 R1R1R1R1
R1 R1 R1 R1 R1 R1
R1 R1 R1 R1 R1 R1 R1 R1
R1
R1 R1 R1 R1
W1
W1 W1
W1W3
R1 R1 R1 S1 R1
W1 W1 W1
W1
W1 W1
W1
W1
R1 R1 R1 R1 R1
R1 R1
R1R1
R1
R1 R1 R1 R1 R1 R1
R1 R1 W1 W1 R1 R1 R1 R1 R1 R1
R1
R1 R1 R1 R1
W1
W1W3
R1 R1
S1 R1

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
E 2.01
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EXTERIOR LIGHTING PLANS
3/64" = 1'-0"
1ST FLOOR - EXTERIOR LIGHTING PLAN
3/64" = 1'-0"
2ND FLOOR - EXTERIOR LIGHTING PLAN

W1 W1 W1
W1 W1
W1
W1W1
R1 R1 R1 R1 R1 R1 R1
R1R1
R1 R1 R1 R1 R1 R1
R1 R1 W1 W1 R1 R1 R1 R1 R1 R1
R1
R1 R1 R1 R1
W1
W3W1
L1 L1
R1 R1
W1 W1 W1 W1W1

LINE OF OUTDOOR

DINING TABLE BELOW

LINE OF LANDSCAPE PLANTING AREA BELOWLINE OF BBQS BELOWSEE LANDSCAPE DESIGN FOR LANDSCAPE LIGHTING

SEE LANDSCAPE

DESIGN FOR

LANDSCAPE LIGHTING

LINE OF LANDSCAPE

PLANTING AREA/GARDEN
BEDS BELOW W1 W1 W1 W1 W1 W1 R1 W1 W1 W1 W1
W1W1
W1 W1 W1 W1 W1 W1 R1 W1 W1 R1 R1 R1 W1 W1 R1
R1
W1 W1
W1
W1
W1 W1 W1
R1
P2 P2 P2
R1
R1
R1
L2
S1
S1S1
S1
S1
S1

PROJECTNORTH
NORTH
DATE
SCALE
DRAWN
w w w . a r c h s f . c o m
t: 415. 318.8634
1898 mission street
san francisco, ca 94103

NW, FK, MR, LP

NOT FOR

CONSTRUCTION
11/07/2025
As indicated
E 2.02
715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401
2403
DESIGN REVIEW - REV 2

EXTERIOR LIGHTING PLANS

V V V V
STATE ST N SAN MATEO PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25 E2.03A LANDSCAPE LIGHTING PLAN LEVEL 1A SEE SHEET L-101B NO LANDSCAPE LIGHTING 499 of 833
LIGHTING SCHEDULE SYM CALL OUT LIGHT TYPE PRODUCT UPLIGHT ARTI STAR FLOOD LIGHT BOLLARD LIGHT BEGA SHIELDED ASYMMETRIC BOLLARD WALL LIGHT BEGA RECESSED WALL LUMINAIRE LED STRIP ACCENT LIGHT FX SRP WHITE STRIP LIGHT MULTI-HEAD POLE LIGHT OLIVIO MEDIO LED HEAD ON BOL ROUND TAPERED WOOD POLE BBQ TASK LIGHT FX BQ 1LED STAINLESS STEEL L-01 L-02 L-03 L-04 L-05 L-06

RAMP DN
VILLA TERRACE N SAN MATEO L-01 PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25 E2.03B LANDSCAPE LIGHTING PLAN LEVEL 1B SEE SHEET L-101A
500 of 833
DN TYP. TYP. TYP. TYP. POOL LIGHTING TO BE UNDER A SEPARATE DESIGN/BUILD SUBMITTAL POOL LIGHTING TO BE UNDER A SEPARATE DESIGN/BUILD SUBMITTAL L-04 L-04 L-05 L-02 LIGHTING SCHEDULE SYM CALL OUT LIGHT TYPE PRODUCT UPLIGHT ARTI STAR FLOOD LIGHT BOLLARD LIGHT BEGA SHIELDED ASYMMETRIC BOLLARD WALL LIGHT BEGA RECESSED WALL LUMINAIRE LED STRIP ACCENT LIGHT FX SRP WHITE STRIP LIGHT MULTI-HEAD POLE LIGHT OLIVIO MEDIO LED HEAD ON BOL ROUND TAPERED WOOD POLE BBQ TASK LIGHT FX BQ 1LED STAINLESS STEEL L-01 L-02 L-03 L-04 L-05 L-06 PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25E2.04 LANDSCAPE LIGHTING PLAN LEVEL 2 501 of 833 L-06 L-06 L-03 TYP. L-03 TYP. L-04 SEE ARCHITECTURAL DRAWING FOR BUILDING LIGHTING AT EXTERIOR WALL, SOFFITS, AND TRELLIS STRUCTURES LIGHTING SCHEDULE SYM CALL OUT LIGHT TYPE PRODUCT UPLIGHT ARTI STAR FLOOD LIGHT BOLLARD LIGHT BEGA SHIELDED ASYMMETRIC BOLLARD WALL LIGHT BEGA RECESSED WALL LUMINAIRE LED STRIP ACCENT LIGHT FX SRP WHITE STRIP LIGHT MULTI-HEAD POLE LIGHT OLIVIO MEDIO LED HEAD ON BOL ROUND TAPERED WOOD POLE BBQ TASK LIGHT FX BQ 1LED STAINLESS STEEL L-01 L-02 L-03 L-04 L-05 L-06 PROJECT NORTHNORTH DATE SCALE DRAWN: WP/NV w w w . a r c h s f . c o m t: 415. 318.8634 1898 mission street san francisco, ca 94103 11/03/2025 715 N SAN MATEO DR
715 N San Mateo Drive, San Mateo, CA 94401 DESIGN REVIEWCHECKED: JB NOT FOR CONSTRUCTION 350 SE Mill Street Suite 02 Portland, OR 97214 0SCALE 1"=10' 5 10 20 30 50FT 08-31-26 11-04-25E2.05 LANDSCAPE LIGHTING PLAN LEVEL 6 502 of 833 ATTACHMENT 5 - PROJECT DATA TABLE
NAME: 715/723 N. San Mateo Drive –
Multifamily Residential Development
PA: 2025-031 ADDRESSES: 715, 723 & 733
North San Mateo Drive & 247
Villa Terrace
LOT SIZE: 53,141 sf1(when combined) ZONING: C3-2 & E2-1.5 APNs: 032-151-130, 032-151- 300, 032-151-320 & 032-151-
160
RESIDENTIAL DENSITY: 1812(146.7 units/ac.) 122.14 (99 units/ac.) BLDG. HEIGHT: 75’-11.5” -
STORIES: 6 6
FLOOR AREA:

Utility/Circulation:

Residential:

Leasing/Common Area:

Parking:

TOTAL:

PROPOSED3
25,473 sf
152,408 sf
8,101 sf
25,002 sf
210,984 sf

MAXIMUM ALLOWED
-
-
-
-
91,852 sf
FLOOR AREA RATIO (FAR): 3.93 C3-2: 2.0 / E2-1.5: 1.5
UNITS: PROPOSED MINIMUM SIZE
UNIT TYPE:

Studio & Urban 1-bed:
1-Bedroom:
2-Bedroom:
3-Bedroom:

NUMBER
46 79
52 4
SIZE
533-838
582-918
814-1,427
1,491-1,500
350 sf
540 sf
750 sf
960 sf
BUFFERS4:

Unobstructed Yard
Front Yard (North San Mateo Drive):

Side Yard (State Street):

Side Yard (Villa Terrace):

Rear Yard (abutting the R3 district to
the southwest):

E2: Landscape Buffer
Side (Villa Terrace-confronting the
R4 district to the southeast):

Rear (abutting R3 district to the
southwest):

PROPOSED3
0’
0’
0’
2’
0’
2’

MINIMUM
C3-2
N/A
N/A
N/A
25’
N/A
N/A

REQUIRED
E2-1.5
7’-6”
N/A
7’-6”
N/A
38’
38’
OPEN SPACE (AT-GRADE): PROPOSED3
none

MINIMUM
C3-2
N/A

REQUIRED
E2-1.5
6,253 sf
PARKING (RESIDENT & VISITOR):

Studio & Urban 1-bed (1.5/unit):
1-Bedroom (1.8/unit):
2-Bedroom (2/unit):
2-Bedroom over 1,400 sf & 3-
Bedroom (2.2/Unit):

TOTAL PARKING (COVERED):

PROPOSED
-
-
-
-
180

MINIMUM REQUIRED
69 142
102
11 0
5 LOADING SPACES: 1 10’x25’6 1
BICYCLE PARKING:

Short Term:

Long Term:
12 196
12 196
503 of833
ATTACHMENT 5 - PROJECT DATA TABLE
FOOTNOTES:

1. Lot area is based on the Survey provided within the project plans.

2. The San Mateo General Plan 2040 Land Use Designation for this site is Residential Medium II, and the maximum base density is 99 dwellings per acre. For this 1.22-acre site, the maximum density is 120.7 dwellings. The proposed Project would include 181 dwelling units, exceeding the maximum density. However, the Project would reserve 15% of the base density (19 dwellings, or 15.7% of the General Plan maximum) for Very-Low Income (VLI) households. Per Government Code section 65915(f)(2), a project with at least 15% of the dwellings reserved for VLI households is eligible for a density bonus of 50% of the base density. The 50% bonus applied to this site would increase the maximum allowable density to 182 dwellings (the General Plan density for this site is 120.7 dwellings, and per Government Code section 65915(q), the density is rounded up to 121 dwellings. The 50% bonus, when applied to this density, would allow 181.5 dwellings, and per Government Code section 65915(q), the total number of dwellings allowed for this site is rounded up to 182 dwellings). While this Project would be eligible for a density increase to accommodate up to 182 dwellings, it proposes only 181.

3. Per Government Code section 65915(e), the Project is eligible for waivers or reductions of the following development standards:
a. Floor Area and a Floor Area Ratio – For the C3-2 portion of the site, per SMMC section 27.34.050(b), the FAR limit is 2.0. The project would result in an FAR of 3.9. b. Floor Area and a Floor Area Ratio – For the E2-1.5 portion of the site, per SMMC section 27.48.060(c), the FAR limit is 1.5. The project would result in an FAR of 3.9. c. Residential Density – The San Mateo General Plan 2040 Land Use Designation for this site is Residential Medium II, and the maximum base density is 99 dwellings per acre. For this 1.22-acre site, the maximum density is 120.7 dwellings. The proposed Project would include 181 dwelling units, exceeding the maximum density. However, the Project would reserve 15% of the base density (19 dwellings, or 15.7% of the General Plan maximum) for VeryLow Income (VLI) households. Per Government Code section 65915(f)(2), a project with at least 15% of the dwellings reserved for VLI households is eligible for a density bonus of 50% of the base density. The 50% bonus applied to this site would increase the maximum allowable density to 182 dwellings (the General Plan density for this site is 120.7 dwellings, and per Government Code section 65915(q), the density is rounded up to 121 dwellings. The 50% bonus, when applied to this density, would allow 181.5 dwellings, and per Government Code section 65915(q), the total number of dwellings allowed for this site is rounded up to 182 dwellings). While this Project would be eligible for a density increase to accommodate up to 182 dwellings, it proposes only 181. d. Yards – For the E2-1.5 portion of the site, per SMMC section 27.48.090, the yard along each street frontage must be at least 7.5 feet. The project would not provide a yard along North San Mateo Drive or Villa Terrace. e. Buffers-Rear yard – For the C3-2 portion of the site, per SMMC sections 27.34.060, 27.30.060(a) & 27.22.080(c), the minimum yard is 25 feet along the portion of the site that abuts the R-zoned property. The project would provide a 2-foot yard abutting the R-zoned property.
f. Buffer-Landscape – For the E2-1.5 portion of the site, per SMMC section 27.48.100, a landscape buffer of at least one-half the height of the proposed building (or approx. 38 feet) must be provided along Villa Terrace and for the portion of the site that abuts the R-zoned property. The project would not provide a landscape buffer along Villa Terrace and would provide a 2-foot buffer, with landscaping to be provided via hanging vines, abutting the adjacent R-zoned property.
g. Parcel Coverage-Open Space – For the E2-1.5 portion of the site, per SMMC section 27.48.065, at-grade open space must be at least 20% of the parcel area. The project would not provide at-grade open space. h. Blank Walls – Per ODS section 4.1.1, “Blank walls shall be limited to a maximum of twenty (20) feet in length on all stories”. The ground-floor wall facing the residential district to the southwest would be over 10 feet in height (13 feet to 21 feet is proposed), the horizontal length would be greater than 20 feet (326 linear feet is proposed), and the ground-floor wall would not include a transparent window or door.

4. Required setback from adjacent residential district.

5. The project site is located within ½ mile of the Downtown Burlingame Caltrain Stop, which is considered a major transit stop as defined in Public Resources Code section 21155, and per Government Code section 65863.2, the City is prohibited from imposing any minimum automobile parking requirements on residential, commercial, or other projects as defined. Therefore, the 325-space parking minimum established in SMMC section 27.64.160 is not applicable to the proposed project, and the City cannot require any parking. Nonetheless, the Project includes a total of 180 on-site parking spaces, which are provided voluntarily.

6. Loading space to be provided within the State Street public right-of-way. 504 of 833

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Agenda Report
City Hall
330 W. 20th Avenue
San Mateo CA 94403
www.cityofsanmateo.org
Agenda Number: 1 Section Name: PUBLIC HEARING Account Number: File ID: 26-10972 TO: Planning Commission
FROM: Zachary Dahl, Director
PREPARED BY: Community Development Department
MEETING DATE: March 24, 2026
SUBJECT:
715 N. San Mateo Drive – New Multifamily Residential Development (PA-2025-031)

RECOMMENDATION
Adopt a Resolution approving a Site Plan and Architectural Review (SPAR), a Site Development Planning Application (SDPA), and a Vesting Tentative Parcel Map (VTM) for the construction of a new multifamily residential building with 181 dwelling units and associated site improvements at 715 N. San Mateo Drive, and find that the Project is exempt from further review under the California Environmental Quality Act (CEQA) pursuant to Public Resources Code section 21080.66, based on the Findings for Approval and subject to the Conditions of Approval.

BACKGROUND:

On April 15, 2025, Prometheus Real Estate Group (applicant) submitted a Planning Application to demolish two one-story commercial buildings and one two-story duplex to construct a six-story multifamily residential building (“Project”) consisting of 181 dwelling units, parking, and open space. The dwellings would be rented, and 19 would be designated as Below Market Rate (BMR) units at the Very-Low Income (VLI) affordability level.

This application follows the submittal of a Preliminary Application (PA-2024-064) made under the Housing Crisis Act (Senate Bill 330) on November 14, 2024. The Project’s Neighborhood Meeting was held on February 26, 2025, ahead of the formal submittal (more details below).

Project Site
The Project site is located west of North San Mateo Drive, with State Street on the northwest and Villa Terrace on the southeast, is comprised of four parcels, and is approximately 1.22 acres, or 53,141 square feet, in size. The existing site includes approximately 5,330 square feet of commercial floor area within two one-story buildings with surface parking along North San Mateo Drive, that is currently used for as parking for the vehicle maintenance business across the street, and one 1,960-square-foot, two-story residential duplex at 247 Villa Terrace (unit 1 is registered with the City as a short-term rental and unit 2 is occupied by a long-term tenant). Surrounding uses include single-family and multifamily residences to the southeast and southwest, auto-related businesses to the northeast, and a fitness business to the northwest. To the north and opposite the site across the street is the 888 San Mateo Apartments, a three-story multifamily development completed in 2014.

The Project site, and the properties abutting North San Mateo Drive to the north and south of the site, are within the General Plan Land Use designation of Residential Medium II. The Project site, and the properties along North San Mateo Drive to the north and south, are also within one of the ten General Plan 2040 study areas, where the City increased allowable building height, density, and FAR. The Project site and vicinity are not within a Specific Plan, Master Plan, or Area Plan boundary. The Project site is zoned “Regional/Community Commercial District” (C3-2) and “Executive Offices District” (E2-1.5), and the Burlingame Caltrain stop is less than one-half mile north of the site. A location map showing the Project site is included as Attachment 2.
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Project Description
The Project includes construction of a six-story, 258,018-square-foot multifamily residential building with 181 residential units and 180 off-street covered parking spaces. The ground floor includes 14 dwellings (ten along North San Mateo Drive and four along Villa Terrace), the 2nd and 6th floors contain 31 dwellings per floor, and the 3rd, 4th, and 5th floors contain 35 dwellings per floor. The Below Market Rate (BMR) dwellings will be distributed throughout each floor and each story of the proposed building. The dwelling mix is shown in Table 1 below.

Table 1 - Proposed Units
Dwelling Type Very-Low Income Market Rate Total
Studio 1 8 9
Urban 1-bed1 4 33 37
1-bed 8 71 79
2-bed 6 46 52
3-bed 0 4 4
Total Dwellings 19 162 181
Primary pedestrian access would be provided along North San Mateo Drive, with secondary access provided on State Street and Villa Terrace. Parking would be provided in a two-level parking garage, with 131 stalls below grade and 49 on the ground floor, accessed via a new driveway and curb cut to Villa Terrace. Bicycle parking facilities would include secure racks within a 196-space bike-parking room at grade, located adjacent to the residential lobby, and exterior bike racks to accommodate 12 short-term bicycle parking spaces, located in the public right-of-way adjacent to the residential lobby along North San Mateo Drive. Residential amenities would be provided, to include a mail/package room, lobby, coworking space and dog washing area on the ground floor, a gym/fitness room, a pool/spa and courtyard on the 2 nd floor, and a common room and
amenity deck with a barbeque area on the 6
th floor (overall, approximately 27,000 square feet of open space would be provided). Within the public right-of-way fronting the site, the Project would remove six curb cuts/driveways and all curbs/sidewalks to install new sidewalks with pedestrian-scaled lighting, landscape planters with street trees, and new bulbouts and ADA curb ramps at the intersection of San Mateo Drive and State Street and at San Mateo Drive and Villa Terrace.

Architectural, Landscape, and Civil plans are included in Attachment 3.

APPLICABLE CODE AND POLICY REVIEW:

The Residential Medium II designation allows for residential densities of up to 99 dwellings per acre, and for this 1.22-acre site, the base density allows a maximum of 121 dwellings. To achieve 181 dwellings, the applicant requested a density bonus under State law, which is further discussed below. A discussion of the General Plan policies is included in the Draft Resolution (Attachment 1).

The Project site is zoned “Regional/Community Commercial District” (C3-2) and “Executive Offices District” (E2-1.5), and development of this site is subject to development standards outlined in San Mateo Municipal Code (“SMMC”) Chapters

27.34 and 27.48. A Project Data Table listing the applicable Zoning Code standards and the Project’s conformance to them is included as Attachment 4.

Automobile Parking Standards
The Project site is located within one-half mile of the Downtown Burlingame Caltrain Stop, which is considered a major transit stop as defined in Public Resources Code section 21155, and per Government Code section 65863.2 (approved under Assembly Bill (AB) 2097). Based on these state statutes, the City is prohibited from imposing any minimum automobile parking requirements on the Project. Therefore, the parking requirements in the City’s Zoning Code do not apply, and the City cannot require any off-street parking. Nonetheless, the Project is providing 180 off-street parking spaces to 1 “Urban 1-bed” is a type of studio dwelling, with a partial wall separating the living and sleeping areas. Since the separation is not a full wall, the sleeping area is not counted as a bedroom, and an urban 1-bed is considered a studio dwelling for the purpose of confirming automobile and bicycle parking. 506 of 833

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accommodate the expected demand for residential parking. In addition, the Project would implement Transportation Demand Management (TDM) measures through the C/CAG checklist.

Site Plan and Architectural Review (SPAR)
The Project requires a Site Plan and Architectural Review (SPAR) approval for construction of a new building in accordance with SMMC section 27.08.030. The Project is consistent with the required SPAR findings: it proposes a multifamily development that complements the existing architectural character of the surrounding neighborhood through the use of high-quality materials and extensive landscaping, which enhances the overall visual character of the site and adjacent area.

The Project will support the harmonious and orderly growth of the City, the desirability of investment and occupation in the vicinity, and be in the best interests of the public health, safety, or welfare. Overall, the Project design supports orderly and harmonious development of the site, complies with applicable development standards and General Plan policies, and would not result in adverse impacts. Details on the SPAR findings for approval are included in the Draft Resolution (Attachment 1).

Site Development Planning Application (SDPA)
The Project also requires a Site Development Planning Application (SDPA) approval for the removal of major vegetation and protected trees on and adjacent to the site in accordance with SMMC section 23.40.030. The SMMC defines “major vegetation” as live vegetation consisting of tree growth with a trunk diameter of six inches or greater measured at 54 inches above natural grade, and “protected trees” as any oak tree with a minimum diameter of 10 inches measured at 54 inches above natural grade, any tree with a diameter of 15 inches measured at 54 inches above natural grade, or any street tree.

The Project will result in the removal of 19 existing trees, of which four are protected. The removal of 17 trees on-site is necessary to facilitate the development of the Project, and the removal of two trees within the public right-of-way would remove trees deemed by the Arborist to be unsuitable in their existing locations. Fifty-five trees will be planted on-site on the 2
nd and 6th floors of the Project, and 25 trees will be planted along all project frontages in the public right-of-way. The equivalent landscape unit (LU) value of the removed trees will be replaced, as conditioned, through the planting of new trees, payment of an in-lieu fee, or a combination of both, in accordance with SMMC Chapter 27.71. Details regarding the SDPA findings for approval are provided in the Draft Resolution (Attachment 1).

APPLICABLE HOUSING LAWS:

State Density Bonus Law
The Project utilizes the provisions of State Density Bonus Law in accordance with Government Code section 65915 and as locally adopted in SMMC Chapter 27.15, Density Bonus. To comply with Density Bonus regulations, the City must allow for increased residential density, “concessions,” and “waivers” from development standards for residential projects that provide a certain percentage of units as affordable units.

The Project proposes 181 dwelling units, exceeding the Residential Medium II land use designation maximum density established by the San Mateo General Plan 2040. The Project, however, would designate 15% of the base density units as BMR units at the Very Low-Income (VLI) affordability level. Per Government Code section 65915(f)(2), a project with at least 15% of the dwellings designated as affordable for VLI households is eligible for a density bonus of 50% of the base density.

This density bonus would increase the maximum allowable density up to 182 dwellings2. Therefore, the density proposed by the Project is consistent with the General Plan and state law.

Generally speaking, a concession (or incentive) is a reduction or modification of a development standard that results in identifiable and actual cost reductions to provide for affordable housing costs, helping to make the Project financially feasible. (A concession also includes a reduction in site development standards or a modification of zoning code requirements that exceed minimum building standards.) A waiver is a modification of a standard that would otherwise 2 The General Plan density for this site is 120.7 dwellings, and per Government Code section 65915(q), the density is rounded up to 121 dwellings. The 50% bonus, when applied to this density, would allow 181.5 dwellings, and per Government Code section 65915(q), the total number of dwellings allowed for this site is rounded up to 182 dwellings.
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physically preclude the construction of the Project at the allowed density. The Project application does not identify any concession requests under State Density Bonus Law. However, the Project is seeking several waivers for aspects of the Project that do not meet various City development standards, such as floor area ratio (FAR), setbacks/yards, landscape buffers, and open space3. The applicant provided a summary of the Project waivers in a density bonus request letter (Attachment 5). A complete list of the Project waivers is included in Attachment 1, Exhibit B.

Staff evaluated the waivers and concluded that the waivers are consistent with State law requirements because they support construction of the Project as it is designed and at the densities permitted under the City’s General Plan and State Density Bonus Law.

Other Applicable State Laws
In addition to State Density Bonus Law, there are several other state laws that regulate housing development projects. For this Project, these include, but are not necessarily limited to the following:
• The Housing Crisis Act (Senate Bill 330)
o Under Senate Bill 330 (SB 330), a project vests the ordinances, policies, and standards adopted and in effect when a preliminary application was submitted to the City. This Project submitted a Preliminary Application under SB 330 on November 14, 2024, and is therefore subject to the ordinances, policies, and standards in place as of that date.
• The Housing Accountability Act (HAA)
o The HAA limits a local agency’s ability to deny, reduce the density of, or render housing development projects infeasible if objective standards are met. Additionally, when a Project receives waivers from objective standards under State Density Bonus Law, it is still considered in compliance with those objective standards for the purpose of the HAA. As proposed, including the allowed waivers, this Project meets all applicable objective standards in the General Plan, Zoning Code, and other local policy documents that were in effect at the time the preliminary application was submitted under SB330. • Assembly Bill 130
o Assembly Bill 130 (AB 130) mandates an expedited review timeline and a statutory exemption under CEQA for housing projects meeting certain criteria. As discussed below, and in detail in the attached Resolution, the Project meets criteria and is subject to expedited review and a statutory exemption under CEQA.

Inclusionary Housing Requirements
The City’s Below Market Rate (Inclusionary) Program requires rental projects of 11 or more dwellings to reserve at least 15 percent of the dwellings for lower-income households. The applicant proposes to reserve 19 dwellings, or 15.7 percent of the site’s base density (99 units/acre), for VLI households, which exceeds the City’s Inclusionary Program requirements.

Consistent with the City’s Policy, the VLI dwellings are distributed throughout the development and, like the market-rate dwellings, have access to all on-site amenities, are generally comparable in size, and share the same exterior design and appearance.

DESIGN REVIEW – OBJECTIVE DESIGN STANDARDS:

The Project was reviewed for consistency with the City’s Multifamily and Residential Mixed-Use Objective Design Standards (ODS). The proposed architectural style is best characterized as contemporary, expressed through a combination of white and gray stucco with wood-appearance siding and brick accents that define building form.

The Project design presents a clear base, middle, and top, and each building corner (at State Street and Villa Terrace) is defined with brick cladding and building recesses at each floor to provide private open space for the adjacent dwelling.

Overall, the building combines four primary materials (wall material to include brick, stucco, faux wood siding, and steel for railings) and four colors (white and gray stucco, tan and black brick cladding, ‘Golden Oak’ wood appearance siding, and black for railings, doors, and windows). The pedestrian experience along each street frontage is enhanced with landscape planters and trees along the curb and regular building entries, windows, and pedestrian-scale lighting to provide a sense of 3 Within the applicant’s density bonus request letter, “Building height” is listed as a waiver or reduction. However, with the adoption of Measure T, the General Plan 2040 Land Use Designation for this site permits building height of up to 6 stories. As the Project would include only 6 stories, the Project complies with the City’s height limit, and this waiver is not needed.
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security along the building frontage and sidewalk.

The Project is consistent with the City’s ODS, except for ODS section 4.1.1, where the ground floor wall facing the residential district to the southwest is defined as a “Blank Wall” because it would exceed the height and length maximum allowed without also providing a window or door. While the applicant proposed architectural detailing and trailing vines to improve the appearance of this wall, the ground-floor wall does not comply, and the applicant has requested a waiver pursuant to State Density Bonus Law.

TRANSPORTATION ANALYSIS:

General Plan 2040 Circulation Element Policy C 6.3 requires a site-specific transportation impact analysis prepared in accordance with the City’s adopted Transportation Impact Analysis (TIA) Policy for development projects that may result in an adverse condition or effect on the roadway system. This is a local policy requirement and is independent of CEQA VMT analysis.
4 A Local Transportation Analysis (LTA) was prepared by the applicant’s consultant, Hexagon, to demonstrate compliance with this General Plan Policy and the City’s TIA Guidelines. The trip generation analysis indicates that the Project would generate a gross of 807 average daily trips, with 69 trips (16 inbound and 53 outbound) during the AM peak hour and 69 trips (44 inbound and 25 outbound) during the PM peak hour.

Hexagon performed a Level of Service (LOS) Analysis at three nearby intersections for this Project to find that it would operate at an acceptable LOS with and without the addition of project trips under all evaluated scenarios5. The Hexagon Local Transportation Analysis (LTA) is included as Attachment 7. Overall, the LTA found that the Project would not result in any significant local traffic or circulation impacts.

Vesting Tentative Parcel Map
In addition to the SPAR application, the Project would also merge the four existing parcels into one parcel, and this merger would be accomplished via a Parcel Map. Per SMMC section 26.56.075, when a Tentative Parcel Map is accompanied by a planning application, it is subject to review and action by the Planning Commission. Findings to approve the Parcel Map are included in the attached Draft Resolution, and the conditions of approval include a condition to require that the final map to merge the parcels be filed prior to issuance of a building permit for the new building.

NOTICE PROVIDED:

In accordance with Government Code section 65090, notice of this public hearing was published in the San Mateo Daily Journal ten days in advance of this Planning Commission meeting. In accordance with Government Code section 65091 and the City’s Municipal Code noticing requirements, notice was also provided more than ten days in advance of this Planning Commission meeting to:
• Property owners, residential tenants, and business tenants within 1,000 feet of the Project site. • The City’s Planning “Notify Me” email list; and
• The interested parties email list, which includes interested individuals who contacted the City and requested to be added to the Project notification list.

PUBLIC COMMENTS:

The applicant held a formal Neighborhood Informational Meeting on February 26, 2025, which was attended by approximately 40 participants. A Planner from the City attended as an observer. The discussion and comments at this meeting included clarifying questions about the Project, which were answered by the developer, as well as public comments focused on concerns about parking adequacy, traffic and construction impacts, and the size of the building (the applicant provided meeting notes for this meeting). During the formal application review, no additional public comments were submitted to staff. Any public comments received after the publication of this report will be forwarded to the Planning Commission for review and consideration and posted to this item on the City’s Agendas & Minutes Public Meeting Portal as “Post Packet Public Comments.”
4 Because the project is exempt from CEQA, a VMT analysis is not required. In addition, because the project is within one-half mile of a major transit stop, it is presumed that the Project would not have a significant effect on VMT, pursuant to CEQA Guidelines section 15064.3. 5 Existing conditions, opening year plus project, cumulative conditions, and cumulative plus the Project. 509 of 833

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FISCAL IMPACT:

As a new housing project filed under SB 330, the Project is subject to development impact, in-lieu, and linkage fees in effect at the time of the application filing date. Based on the City's Development Fees, the estimated6fees are listed below (and these fees are assessed and collected prior to the issuance of building permits or occupancy):
• Wastewater Capacity Charge of approximately $1,26 million to recover a proportionate share of costs for existing and future wastewater system facilities and assets from new or expanded connections to City wastewater systems. • Transportation Improvement Fee of approximately $506,100 to fund citywide traffic improvements. • Park In-Lieu/Impact Fee of approximately $3.57 million to offset the increased demands on park and recreation facilities serving new developments.
• Art in Public Places Fee in the amount of 1.19% of the total building valuation (excluding land acquisition and offsite improvement cost) in lieu of providing on-site public art. • Tree Replacement & Landscape In-Lieu Fee of approximately $8,400, which is assessed when a project removes more trees than are planted on-site or along street frontages by the project. • Childcare Development Fee of approximately $601,800 to fund the development of childcare facilities. • School Impact Fees in the amount of $4.94 per square foot of residential area to offset the increased demands on school facilities caused by new development. This is collected by the San Mateo Union High School District for all schools in San Mateo.

ENVIRONMENTAL DETERMINATION:

Approval of the Project is subject to a new statutory exemption under Public Resources Code section 21080.66, signed into law by AB 130. To facilitate the City’s review of the Project under this exemption, on August 11, 2025, the applicant provided a memo to detail the Project’s qualification under Public Resources Code section 21080.66(a) (Attachment 6). An assessment of how the Project complies with AB 130 is in the attached Draft Resolution.

ATTACHMENTS
Att 1 – Draft Resolution with Findings
Att 1 Exhibit A – Conditions of Approval
Att 1 Exhibit B – Density Bonus Waivers
Att 2 – Location Map
Att 3 – Project Plans
Att 4 – Factual Data Sheet
Att 5 – Density Bonus Request Letter
Att 6 – CEQA Exemption Memo
Att 7 – Local Transportation Analysis (LTA), Dated March 5, 2026

STAFF CONTACT
Joanna Winter, Planning Manager
[email protected]

PREPARED BY
Greg Powell,
M-Group Consulting Planner,
[email protected]
6 The fees provided are estimates only. Actual fees paid may be higher or lower based on any permissible fee increase at the time of fee collection or credits the Project may be eligible for.
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Memorandum
Allen Matkins Leck Gamble Mallory & Natsis LLP
Attorneys at Law
www.allenmatkins.com
Los Angeles | Orange County | San Diego | Century City | San Francisco | New York Three Embarcadero Center, 12th Floor | San Francisco, CA 94111-4074 | Telephone: 415.837.1515 | Facsimile: 415.837.1516 Allen Matkins
Confidential: Attorney-Client Privileged
Communication and Attorney Work Product
To: Prometheus Real Estate Group From: David H. Blackwell Date August 11, 2025
Telephone: 415.273.7463
E-mail: [email protected]
File Number: 372819.00030/4917-2528-5210.3
Subject: Applicability of AB 130 CEQA Exemption to the Ford Site/715 N. San Mateo Drive, San Mateo Project, PA-2025-031
On June 30, 2025, a new statutory CEQA exemption for multifamily housing development projects was enacted as part of Assembly Bill 130 (“AB 130”) and became effective immediately. (See Pub. Res. Code § 21080.66.) The new AB 130 statutory CEQA exemption is similar to the existing categorical Class 32 exemption under the CEQA Guidelines, except that AB 130: 1) accommodates larger residential projects; 2) reduces legal risks by limiting opportunity for third party challenges (no “unusual circumstances” challenges are permitted); and 3) creates a strict project approval timeline starting with application completeness.

This memorandum reviews the application materials for the 715 N. San Mateo Drive Project (“Project”) proposed at 715 N. San Mateo Dr., San Mateo, California (“Property”) to determine the applicability of the new AB 130 CEQA exemption to the Project. Additionally, this memorandum briefly outlines how the streamlined approval timeline will impact the Project. We note that unlike the Class 32 Exemption, an analysis of potential impacts related to traffic, noise, air quality, and water quality will not be required to support the exemption. Instead, the project site must meet all of the SB 35 siting criteria (see below). Therefore, qualifying housing development projects should be processed much more quickly since technical studies should not be required, with the possible exception of a desktop biological resources survey.

As we explain below, the Project qualifies for the AB 130 CEQA exemption. We recommend that this memorandum be shared with the City of San Mateo (“City”) before the Project application is deemed complete (or Prometheus notifies the City that it qualifies for AB 130) so that the City will be in a position to timely initiate the mandatory tribal consultation process, discussed in Section II below.
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To: Prometheus Real Estate Group From: David H. Blackwell Date: August 11, 2025

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San Mateo City CouncilJuly 20, 2026

San Mateo City Council
July 20, 2026