10-18-2022 Searchable Packet.pdf — Cupertino City Council, October 18, 2022 (part 8 of 9)

11.2 Contractor must pay the costs City incurs in enforcing this provision. Contractor must accept a tender of defense upon receiving notice from City of a third-party claim. At City’s request, Contractor will assist City in the defense of a claim, dispute, or lawsuit arising out of this Agreement.

11.3 Contractor’s duties under this section are not limited to the Contract Price, workers’ compensation payments, or the insurance or bond amounts required in the Agreement. Nothingin the Agreement shall be construed to give rise to an implied right of indemnity in favor of Contractor against City or any Indemnitee.

11.4. Contractor’s payments may be deducted or offset to cover any money the City lost due to a claim or counterclaim arising out of this Agreement, a purchase order, or other transaction.

11.5. Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Section 11 from each and every subcontractor, or any other person or entity involved by, for, with, or on behalf of Contractor in the performance of this Agreement.

Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder.

11.6. This Section 11 shall survive termination of the Agreement.

12. INSURANCE
Contractor shall comply with the Insurance Requirements, attached and incorporated here as Exhibit D, and must maintain the insurance for the duration of the Agreement, or longer as required by City. City will not execute the Agreement until City approves receipt of satisfactory certificates of insurance and endorsements evidencing the type, amount, class of operations covered, and the effective and expiration dates of coverage. Failure to comply with this provision may result in City, at its sole discretion and without notice, purchasing insurance for Contractor and deducting the costs from Contractor’s compensation or terminating the Agreement.

13. COMPLIANCE WITH LAWS

13.1 General Laws. Contractor shall comply with all local, state, and federal laws and regulations applicable to this Agreement. Contractor will promptly notify City of changes in the law or other conditions that may affect the Project or Contractor’s ability to perform. Contractor is responsible for verifying the employment authorization of employees performing the Services, as required by the Immigration Reform and Control Act.

13.2 Labor Laws. Contractor shall comply with all labor laws applicable to this Agreement. If the Scope of Services includes a “public works” component, Contractor is required to comply with prevailing wage laws under Labor Code Section 1720 and other labor laws.

13.3 Discrimination Laws. Contractor shall not discriminate on the basis of race, religious creed, color, ancestry, national origin, ethnicity, handicap, disability, marital status, pregnancy, age, sex, gender, sexual orientation, gender identity, Acquired-Immune Deficiency Syndrome (AIDS), or any other protected classification. Contractor shall comply with all anti-discrimination 1434

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laws, including Government Code Sections 12900 and 11135, and Labor Code Sections 1735, 1777, and 3077.5. Consistent with City policy prohibiting harassment and discrimination, Contractor understands that harassment and discrimination directed toward a job applicant, an employee, a City employee, or any other person, by Contractor or its employees or sub-contractors will not be tolerated. Contractor agrees to provide records and documentation to the City on request necessary to monitor compliance with this provision.

13.4 Conflicts of Interest. Contractor shall comply with all conflict of interest laws applicable to this Agreement and must avoid any conflict of interest. Contractor warrants that no public official, employee, or member of a City board or commission who might have been involved in the making of this Agreement, has or will receive a direct or indirect financial interest in this Agreement, in violation of California Government Code Section 1090 et seq. Contractor may be required to file a conflict of interest form if Contractor makes certain governmental decisions or serves in a staff capacity, as defined in Section 18700 of Title 2 of the California Code of Regulations. Contractor agrees to abide by the City’s rules governing gifts to public officials and employees.

13.5 Remedies. Any violation of Section 13 constitutes a material breach and may result in City suspending payments, requiring reimbursements or terminating this Agreement. City reserves all other rights and remedies available under the law and this Agreement, including the right to seek indemnification under Section 11 of this Agreement.

14. PROJECTCOORDINATION
CityProjectManager. The City assigns
as the City’s representative for all purposes under this Agreement, with authority to oversee the progress and performance of the Scope of Services. City reserves the right to substitute another Project manager at any time, and without prior notice to Contractor.

Contractor Project Manager. Subject to City approval, Contractor assigns as its single Representative for all purposes under this Agreement, with authority to oversee the progress and performance of the Scope of Services.

Contractor’s Project manager is responsible for coordinating and scheduling the Services in accordance with the Scope of Services and the Schedule of Performance. Contractor must regularly update the City’s Project Manager about the progress with the work or any delays, as required under the Scope of Services. City written approval is required prior to substituting a new Representative.

15. ABANDONMENT OFPROJECT
City may abandon or postpone the Project or parts therefor at any time. Contractor will be compensated for satisfactory Services performed through the date of abandonment, and will be given reasonable time to assemble the work and close out the Services. With City’s pre-approval in writing, the time spent in closing out the Services will be compensated up to a maximum of ten percent (10%) of the total time expended to date in the performance of the Services. 1435

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16. TERMINATION
City may terminate this Agreement for cause or without cause at any time. Contractor will be paid for satisfactory Services rendered through the date of termination, but final payment will not be made until Contractor closes out the Services and delivers the Work Product.

17. GOVERNING LAW, VENUE, AND DISPUTE RESOLUTION
This Agreement is governed by the laws of the State of California. Any lawsuits filed related to this Agreement must be filed with the Superior Court for the County of Santa Clara, State of California. Contractor must comply with the claims filing requirements under the Government Code prior to filing a civil action in court. If a dispute arises, Contractor must continue to provide the Services pending resolution of the dispute. If the Parties elect arbitration, the arbitrator’s award must be supported by law and substantial evidence and include detailed written findings of law and fact.

18. ATTORNEY FEES
If City initiates legal action, files a complaint or cross-complaint, or pursues arbitration, appeal, or other proceedings to enforce its rights or a judgment in connection with this Agreement, the prevailing party will be entitled to reasonable attorney fees and costs.

19. THIRD PARTY BENEFICIARIES
There are no intended third party beneficiaries of this Agreement.

20. WAIVER
Neither acceptance of the Services nor payment thereof shall constitute a waiver of any contract provision. City’s waiver of a breach shall not constitute waiver of another provision or breach.

21. ENTIRE AGREEMENT
This Agreement represents the full and complete understanding of every kind or nature between the Parties, and supersedes any other agreement(s) and understanding(s), either oral or written, between the Parties. Any modification of this Agreement will be effective only if in writing and signed by each Party’s authorized representative. No verbal agreement or implied covenant will be valid to amend or abridge this Agreement. If there is any inconsistency between any term, clause, or provision of the main Agreement and any term, clause, or provision of the attachments or exhibits thereto, the terms of the main Agreement shall prevail and be controlling.

22. INSERTED PROVISIONS
Each provision and clause required by law for this Agreement is deemed to be included and will be inferred herein. Either party may request an amendment to cure mistaken insertions or omissions of required provisions. The Parties will collaborate to implement this Section, as appropriate.
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23. HEADINGS
The headings in this Agreement are for convenience only, are not a part of the Agreement and in no way affect, limit, or amplify the terms or provisions of this Agreement.

24. SEVERABILITY/PARTIAL INVALIDITY
If any term or provision of this Agreement, or their application to a particular situation, is found by the court to be void, invalid, illegal, or unenforceable, such term or provision shall remain in force and effect to the extent allowed by such ruling. All other terms and provisions of this Agreement or their application to specific situations shall remain in full force and effect. The Parties agree to work in good faith to amend this Agreement to carry out its intent.

25. SURVIVAL
All provisions which by their nature must continue after the Agreement expires or is terminated, including the Indemnification, Ownership of Materials/Work Product, Records, Governing Law, and Attorney Fees, shall survive the Agreement and remain in full force and effect.

26. NOTICES
All notices, requests and approvals must be sent in writing to the persons below, which will be considered effective on the date of personal delivery or the date confirmed by a reputable overnight delivery service, on the fifth calendar day after deposit in the United States Mail, postage prepaid, registered or certified, or the next business day following electronic submission:

To City of Cupertino
Attention:

Email:

To Contractor:

Attention:

Email:

27. EXECUTION
The person executing this Agreement on behalf of Contractor represents and warrants that Contractor has full right, power, and authority to enter into and carry out all actions contemplated by this Agreement and that he or she is authorized to execute this Agreement, which constitutes a legally binding obligation of Contractor. This Agreement may be executed in counterparts, each one of which is deemed an original and all of which, taken together, constitute a single binding instrument.
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IN WITNESS WHEREOF, the parties have caused the Agreement to be executed.

CITY OF CUPERTINO CONTRACTOR
A Municipal Corporation
By By
Name Name
Title Title
Date Date
APPROVED AS TO FORM:

CHRISTOPHER D. JENSEN
Cupertino City Attorney
ATTEST:

KIRSTEN SQUARCIA
City Clerk
DATE:
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Insurance Requirements for Professional/Specialized Services Agreement 1 Version: Jan. 2022
Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance and results of the Services hereunder by the Contractor, his agents, representatives, employees orsubcontractors.

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

1. Commercial General Liability (CGL): Insurance Services Office (“ISO”) Form CG 00 01 coveringCGL on an “occurrence” basis, including products and completed operations, contractual liability, property damage, bodily injury, and personal and 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 (ISO CG 25 03 or 25 04) or it shall be twice the required occurrence limit. a. It shall be a requirement under this agreement that any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits shall be made available to the Additional Insured and shall be (1) the minimum coverage/limitsspecified in this agreement; or (2) the broader coverage and maximum limits of coverage of any insurance policy, whichever is greater. b. Additional Insured coverage under Contractor's policy shall be "primary and noncontributory," will not seek contribution from City’s insurance/self-insurance, and shall be at least as broad as ISO CG 20 10 04 13
c. The limits of insurance required may be satisfied by a combination of primary and umbrella or excess insurance, provided each policy complies with the requirements set forth in this Contract. Any umbrella or excess insurance shall contain or be endorsed to contain a provision thatsuch coverage shall also apply on a primary basisfor the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect City as a named insured.

2. Automobile Liability: ISO Form Number CA 00 01 covering any auto (Code 1), or, if Contractor has no owned autos, then hired autos (Code 8) and non-owned autos (Code 9), with limits 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 of no less than $1,000,000 per occurrence for bodily injury or disease. (Not required if Contractor provides written verification it has no employees).

4. Professional Liability. Insurance which includes coverage for professional acts, errors and omissions, with limits no less than $2,000,000 per occurrence or claim, $2,000,000 aggregate (ifapplicable).

If Contractor maintains broader coverage and/or higher limits than the minimums shown above, City requires and shall be entitled to the broader coverage and higher insurance limits maintained byContractor.

OTHER INSURANCE PROVISIONS
The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City of Cupertino, its City Council, officers, officials, employees, agents, servants and volunteers are to be covered as additional insureds on the CGL and automobile liability policies with respect to liability arising out of the Services performed by or on behalf of Contractor including materials, parts, or equipment furnished. Endorsement of CGL coverage shall be at least as broad as ISO Form CG 20 10 11 85 or if not

EXHIBIT C
Insurance Requirements
Professional/Specialized Services Agreement
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Insurance Requirements for Professional/Specialized Services Agreement 2 Version: Jan. 2022
available, through the addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 if a later edition is used.

Primary Coverage
For any claims related to this Contract, the Contractor’s insurance coverage shall be primary coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of Contractor’s insurance and shall not contribute to it.

Notice of Cancellation
Each insurance policy shall state that coverage shall not be canceled or allowed to expire, except with written notice to City 30 days in advance or 10 days in advance if due to non-payment of premiums.

Waiver of Subrogation
Contractor grants to City a waiver of any right to subrogation which any insurer of said Contractor may acquire against City by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect 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.

Self-Insured Retentions
City may approve self-insured retentions and require proof of Contractor’s ability to pay losses and related investigations, claim administration and defense expenses within the retention. The policy shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Acceptability of Insurers
Insurers must be acceptable to City and licensed to do business in California, and each insurer must have an A.M. Best’s financial strength rating of “A” or better and a financial size rating of “VII” orbetter.

Claims Made Policies (applicable only to professional liability) If any of the required policies provide coverage on a claims-made basis:

1. The Retroactive Date must be shown and must be before the Effective Date of theContract.

2. Insurance must be maintained for at least five (5) years after completion of theServices.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the Contract Effective Date, the Contractor must purchase “extended reporting” coverage for a minimum of five (5) years after completion of theServices.

Verification of Coverage
Contractor shall furnish the City with acceptable original certificates and mandatory endorsements (or copies of the policies effecting the coverage required by this Contract), and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City prior to commencing the Services. City retains the right to demand verification of compliance at any time duringthe Contract.

Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors.

Insurance coverage shall not limit Contractor’s duties to indemnify, defend and hold City harmless. City reserves the right to modify these requirements based on the nature of the risk, prior experience, insurer, coverage or other special circumstances.
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CITY OF CUPERTINO
Agenda Item
22-11557 Agenda Date:
10/18/2022 Agenda #:

15. Subject: Consider the second reading of Municipal Code Amendment to establish a streamlined permitting process to electric vehicle charging (EV) stations, in order to comply with State Laws AB 1236 and AB 970 Conduct the second reading and enact Ordinance 22-2244: "An Ordinance of the Cupertino City Council Setting Forth Procedures for Expediting Permitting Processing for Electric Vehicle Charging Systems." Presenters: Albert Salvador, Assistant Director of Community Development/Building Official and Andre Duurvoort, Sustainability Manager
CITY OF CUPERTINO Page 1 of 1 Printed on 10/12/2022
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CITY COUNCIL

SUPPLIMENTAL STAFF REPORT
Meeting: October 18, 2022
Subject
Consider adopting an ordinance to comply with AB 1236 to establish an expedited permit process for electric vehicle (EV) charging systems Recommended Action
Conduct the second reading and enact Ordinance 22-2244: “An Ordinance of the Cupertino City Council Setting Forth Procedures for Expediting Permitting Processing for Electric Vehicle Charging Systems.”
Discussion
On October 4, 2022, the City Council conducted the first reading of an ordinance amending Cupertino Municipal Code Chapter 16.28 establishing an expedited, streamlined permitting process for electric vehicle charging stations. If the City Council approves the second reading at the October 18, 2022 meeting, the proposed ordinance will be in effect thirty days after.
_____________________________________
Prepared by:

Andre Duurvoort, Sustainability Division Manager
Approved for Submission by:

Pamela Wu, City Manager
Attachments:

A – October 4 Staff Report and Attachments
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CITY COUNCIL STAFF REPORT
Meeting: October 4, 2022
Subject
Consider adopting an ordinance to comply with AB 1236 to establish an expedited permit process for electric vehicle (EV) charging systems Recommended Action
Introduce for first reading an ordinance amending Cupertino Municipal Code Chapter

16.28 establishing an expedited, streamlined permitting process for electric vehicle charging stations in compliance with AB 1236.

Background
Assembly Bill 1236 (Chiu, 2015) requires cities and counties to establish procedures for expedited, streamlined processes for permitting of electric vehicle charging stations (EVCS). Pursuant to AB 1236, cities and counties must adopt a streamlining ordinance and checklist, and any EVCS permit review can only be limited to health and safety requirements.

Assembly Bill 970 (McCarty, 2021), which created Government Code Section 65850.71, builds upon AB 1236. AB 970 adds specific binding timelines to the review period based on the size of the project and clarifies parking requirements.

AB 1236 and AB 970 require the City to become “EVCS Permit Ready,” based on the following standards:

1. Streamlining Ordinance for Expedited EVCS Permit Process

2. Permitting Checklists Online for L2 & DCFC

3. Administrative Approval of EVCS

4. Approval Limited to Health & Safety Review

5. Electronic Signatures Accepted

6. EVCS Not Subject to Association Approval

7. One Complete Deficiency Notice if Application is Incomplete In addition to adoption of the proposed ordinance, staff will update its checklist to contain objective requirements for the installation of an electric vehicle charging station and a process for electronic submittal of permit applications to be made available on 1443
City’s website. The updated checklist is expected to be made available by the beginning of calendar year 2023. The content of the checklist requires the permit applicant to check the features of the existing electrical service such as rating in amperes, system voltage, connected or calculated load, spare capacity in amperes, voltage and ampere rating of the electric vehicle supply equipment, circuit rating of the electric vehicle supply equipment, location of the electric vehicle supply equipment, if ventilation is/or is not required, and clearances of the charging equipment to comply with all applicable building and fire safety laws. The checklist also assists the applicant in confirming that the location of the electric vehicle supply equipment will comply with any vehicle clearance requirements in the City’s Zoning Ordinance. The permit process and timeline are outlined below.

1. EVCS Permit Process and Timeline
Assembly Bill 1236 (2015) further prohibits a jurisdiction from imposing any condition approval on an EV charging station permit based on the approval of an association as defined in California Civil Code, Section 4080.

Staff recommends that the City Council introduce for first reading the proposed ordinance, based on the requirements of Government Code section 65850.7. The ordinance and related next steps below will bring the City of Cupertino in full compliance with both AB 1236 and AB 970 and create an expedited, streamlined process will be available to permit applicants.
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Related Relevant Laws
AB 1100 (Kamlager-Dove, 2019), codified in Vehicle Code section 22511.2, provides that charging spaces count as at least one standard parking space for complying with minimum parking requirements. Accessible charging spaces with an access aisle count as at least two standard parking spaces.

Civil Code Section 4745 limits a homeowner association’s ability to prohibit or restrict the installation of an EVCS by a member.

Civil Code Section 1947.6 (residential) and Civil Code Section 1952.7 (commercial) provide that tenants have the right to install EVCS and landlords must grant permission under specified circumstances.

Next Steps
If Council approves the introduction of the ordinance, staff will agendize the second reading on October 18, 2022 to adopt the proposed ordinance. Subsequently, staff will create the necessary permitting checklist and post it to the website and at the permit counter. A public relations campaign will follow to notify the public of the newly adopted streamlined permitting process.

Staff will also submit this information to the State of California’s Go-BIZ administrators, and request that the EVCS permit streamlining map be updated to show Cupertino in full compliance with the EVCS permit streamlining laws.

Sustainability Impact
The Cupertino Climate Action Plan 2.0, which was adopted by City Council on August 12, 2022, places a great emphasis on decarbonizing the transportation systems in the City. Measure TR-3 seeks an increase in zero-emission vehicles to 35 percent for passenger vehicles and 20 percent for commercial vehicles by the year 2030. Adopting and maintaining a streamlined EVCS permitting process is a key action toward this end.

Fiscal Impact
Adopting the ordinance proposed today will not by itself have any fiscal impact. _____________________________________
Prepared by:

Andre Duurvoort, Sustainability Division Manager
Reviewed by:

Albert Salvador, Chief Building Official
Christopher Jensen, City Attorney
Approved for Submission by:

Pamela Wu, City Manager
Attachments:
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A – Ordinance
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ORDINANCE NO. 22-2244

AN ORDINANCE OF THE CUPERTINO CITY COUNCIL

SETTING FORTH PROCEDURES FOR

EXPEDITING PERMITTING PROCESSING FOR

ELECTRIC VEHICLE CHARGING SYSTEMS
WHEREAS, the State of California and the City of Cupertino has consistently promoted and encouraged the use of fuel-efficient electric vehicles; and, WHEREAS, the State of California recent adopted Assembly Bill 1236, which requires local agencies to adopt an ordinance that creates an expedited and streamlined permitting process for electric vehicle charging systems; and,
WHEREAS, in September 2018, the Governor of the State of California issued Executive Order B-55-18, establishing a statewide goal to achieve carbon neutrality as soon as possible, and no later than 2045, and achieve and maintain net negative emissions thereafter; and, WHEREAS, on September 18, 2018, the Cupertino City Council adopted a climate emergency declaration, calling for a mobilization effort to end citywide greenhouse gas emissions as quickly as possible, and recognizes the need for an organized and equitable transition away from fossil fuels used in buildings and transportation; and, WHEREAS, creation of an expedited, streamlined permitting process for electric vehicle charging stations would facilitate convenient charging of electric vehicles and help reduce the City of Cupertino’s reliance on environmentally damaging fossil fuels.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CUPERTINO DOES ORDAIN AS FOLLOWS:

SECTION 1. TITLE, WORDS, AND PHRASES
This Ordinance shall be known as the City Cupertino Electric Vehicle Charging Station Permit Expediting Ordinance. The terms, phrases, and words used in this Ordinance shall be construed in compliance with the definitions set forth by California Government Code Section 65850.7.

SECTION 2.

Chapter 16.28 of the Cupertino Municipal Code is hereby amended as set forth in Attachment A.
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SECTION 3. SEVERABILITY AND CONTINUITY
The City Council declares that each section, sub-section, paragraph, sub-paragraph, sentence, clause and phrase of this ordinance is severable and independent of every other section, sub-section, paragraph, sub-paragraph, sentence, clause and phrase of this ordinance. If any section, sub-section, paragraph, sub-paragraph, sentence, clause or phrase of this ordinance is held invalid, or its application to any person or circumstance, be determined by a court of competent jurisdiction to be unlawful, unenforceable or otherwise void, the City Council declares that it would have adopted the remaining provisions of this ordinance irrespective of such portion, and further declares its express intent that the remaining portions of this ordinance should remain in effect after the invalid portion has been eliminated. To the extent the provisions of this Ordinance are substantially the same as previous provisions of the Cupertino Municipal Code, these provisions shall be construed as continuations of those provisions and not as an amendment to or readoption of the earlier provisions.

SECTION 4. CALIFORNIA ENVIRONMENTAL QUALITY ACT
This Ordinance is not a project under the requirements of the California Environmental Quality Act, together with related State CEQA Guidelines (collectively, “CEQA”) because it has no potential for resulting in physical change in the environment. In the event that this Ordinance is found to be a project under CEQA, it is subject to the CEQA exemption contained in CEQA Guidelines section 15061(b)(3) because it can be seen with certainty to have no possibility that the action approved may have a significant effect on the environment. CEQA applies only to actions which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. In this circumstance, the proposed action would have no or only a de minimis effect on the environment. The Ordinance is also exempt from CEQA under CEQA Guidelines section 15308, because it is a regulatory action for the protection of the environment. The foregoing determination is made by the City Council in its independent judgment.

SECTION 5. EFFECTIVE DATE
This Ordinance shall take effect thirty days after adoption as provided by Government Code Section 36937.

SECTION 6. PUBLICATION
The City Clerk shall give notice of adoption of this Ordinance as required by law.

Pursuant to Government Code Section 36933, a summary of this Ordinance may be prepared by the City Clerk and published in lieu of publication of the entire text. The City Clerk shall post in the office of the City Clerk a certified copy of the full text of the Ordinance listing the names of the City Council members voting for and against the ordinance. 1448
INTRODUCED at a regular meeting of the Cupertino City Council this 4th day of October, 2022; and
ENACTED at a regular meeting of the Cupertino City Council this 18th day of October, 2022, by the following vote:

Members of the City Council
AYES:

NOES:

ABSENT:

ABSTAIN:

SIGNED:
________
Darcy Paul, Mayor
City of Cupertino
________________________
Date
ATTEST:
________
Kirsten Squarcia, City Clerk
________________________
Date
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ATTACHMENT A
CHAPTER 16.28: EXPEDITED PERMIT PROCESS FOR SMALL ROOFTOP SOLAR

SYSTEMS AND ELECTRIC VEHICLE CHARGING SYSTEMS
Section

16.28.010 Purpose and intent.

16.28.020 Definitions.

16.28.030 Applicability.

16.28.040 Requirements.

16.28.050 Application and documents.

16.28.060 Permit review and inspection requirements.

16.28.010 Purpose and Intent.

The purpose of this Chapter is:
1) To adopt an expedited, streamlined solar permitting process that complies with the Solar Rights Act and AB 2188 (Chapter 521, Statutes 2014) to achieve timely and cost-effective installations of small residential rooftop solar energy systems. The Ordinance expands AB2188 to provide for timely and cost-effective installations of solar panels on small multi-family and commercial buildings. The Ordinance encourages the use of solar systems by removing unreasonable barriers, minimizing costs to property owners and the City, and expanding the ability of property owners to install solar energy systems. The Ordinance allows the City to achieve these goals while protecting the public health and safety. (Ord. 15-2133, part, 2015) 2) To promote and encourage the use of electric vehicles by creating an expedited, streamlined permitting process for electric vehicle charging stations while promoting public health and safety and preventing specific adverse impacts in the installation and use of such charging stations.

16.28.020 Definitions.

For the purposes of this Chapter, the following words and phrases shall have the meanings as defined in this section.

A. A “Solar Energy System” means either of the following:

1. Any solar collector or other solar energy device whose primary purpose is to provide for the collection, storage, and distribution of solar energy for space heating, space cooling, electric generation, or water heating.

2. Any structural design feature of a building, whose primary purpose is to provide for the collection, storage, and distribution of solar energy for electricity generation, space heating or cooling, or for water heating.

B. A “small residential rooftop solar energy system” means all of the following:
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1. A solar energy system that is a simple photovoltaic system no larger than 10 kilowatts or a solar thermal system no larger than 30 kilowatts thermal.

2. A solar energy system that conforms to all applicable state fire, structural, electrical, and other building codes as adopted or amended by the City and all state and local health and safety standards.

3. A solar energy system that is installed on a single or duplex family dwelling.

4. A solar panel or module array that does not exceed the maximum legal building height as defined by the city.

C. A “small multi-family or commercial rooftop solar energy system” means all of the following:

1. A solar energy system that is a simple photovoltaic system no larger than 10 kilowatts or 30 a solar thermal system no larger than kilowatts thermal.

3. A solar energy system that is installed on a triplex, four-plex family dwelling or on a commercial building no more than 10,000 square feet in size.

4. A solar panel or module array that does not exceed the maximum legal building height as defined by the City.

D. A “small rooftop solar energy system” either a “small residential rooftop solar energy system” or a “small multi-family or commercial rooftop solar energy system”.

E. “Electronic submittal” means the utilization of one or more of the following:

1. Email;

2. The Internet;

3. Facsimile.

F. An “association” means a nonprofit corporation or unincorporated association created for the purpose of managing a common interest development.

G. A “common interest development” means any of the following:

1. A community apartment project.

2. A condominium project.

3. A planned development.

4. A stock cooperative.

H. “Specific, adverse impact” means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified, and written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete.

I. “Reasonable restrictions” on a solar energy system are those restrictions that do not significantly increase the cost of the system or significantly decrease its efficiency or 1451
specified performance, or that allow for an alternative system of comparable cost, efficiency, and energy conservation benefits.

J. “Restrictions that do not significantly increase the cost of the system or decrease its efficiency or specified performance” means:

1. For Water Heater Systems or Solar Swimming Pool Heating Systems: an amount exceeding 10 percent of the cost of the system, but in no case more than one thousand dollars ($1,000), or decreasing the efficiency of the solar energy system by an amount exceeding 10 percent, as originally specified and proposed.

2. For Photovoltaic Systems: an amount not to exceed one thousand dollars ($1,000) over the system cost as originally specified and proposed, or a decrease in system efficiency of an amount exceeding 10 percent as originally specified and proposed. (Ord. 15-2133, part, 2015)
K. ELECTRIC VEHICLE CHARGING STATION OR EVCS. Any level of electric vehicle supply equipment station that is designed and built-in compliance with article 625 of the California Electrical Code and delivers electricity from a source outside an electric vehicle into a plug-in vehicle.

L. “A feasible method to satisfactorily mitigate or avoid the specific, adverse impact” includes, but is not limited to, any cost-effective method, condition, or mitigation imposed by the City on another similarly situated application in a prior successful application for a permit. The City shall use its best efforts to ensure that the selected method, condition, or mitigation meets the conditions of subparagraphs (A) and (B) of paragraph (1) of subdivision (d) of Section 714 of the Civil Code defining restrictions that do not significantly increase the cost of the system or decrease its efficiency or specified performance.

16.28.030 Applicability.

A. This Chapter applies to the permitting of all Small Rooftop Solar Energy Systems and Electric Vehicle Charging Systems in the City.

B. Small Rooftop Solar Energy Systems and Electric Vehicle Charging Systems legally established or permitted prior to the effective date of this Ordinance are not subject to the requirements of this Ordinance unless physical modifications or alterations are undertaken that materially change the size, type, or components of a small rooftop energy system in such a way as to require new permitting. Routine operation and maintenance or like-kind replacements shall not require a permit.

16.28.040 Requirements.

A. All solar energy systems and Electric Vehicle Charging Stations shall meet applicable health and safety standards and requirements imposed by the State, the City, and Santa Clara County Fire Department.
1452
B. Solar energy systems for heating water in single-family residences and for heating water in commercial or swimming pool applications shall be certified by an accredited listing agency as defined by the California Plumbing and Mechanical Code.

C. Solar energy systems for producing electricity shall meet all applicable safety and performance standards established by the California Electrical Code, the Institute of Electrical and Electronics Engineers, and accredited testing laboratories such as Underwriters Laboratories and, where applicable, rules of the Public Utilities Commission regarding safety and reliability. (Ord. 15-2133, part, 2015) D. Electric Vehicle Charging Stations shall meet all applicable safety and performance standards established by the California Electric Code, the Society of Automotive Engineers, the National Electrical Manufacturers Association, and the accredited testing laboratories such as Underwriters Laboratories and, where applicable, rules of the Public Utilities Commission regarding safety and reliability.

16.28.050 Application and Documents.

A. All documents required for the submission of an expedited solar energy system application and for an EVCS permit application shall be made available on the City’s website.

B. Electronic submittal of the required permit application and documents shall be made available to all small rooftop solar energy system permit applicants.

C. An applicant’s electronic signature shall be accepted on all forms, applications, and other documents in lieu of a wet signature.

D. The Building Official shall adopt a standard plan and checklist of all requirements with which small rooftop solar energy systems shall comply to be eligible for expedited review.

E. The Building Official shall provide a permit checklist for EVCS permit applications.

F. The small residential rooftop solar system permit process, standard plan(s), and checklist(s) shall substantially conform to recommendations for expedited permitting, including the checklist and standard plans contained in the most current version of the California Solar Permitting Guidebook adopted by the Governor’s Office of Planning and Research.

G. The small multi-family or commercial rooftop solar energy system permit process, standard plan(s), and checklist(s) shall be developed by the Building Official.

H. All fees prescribed for the permitting of small rooftop solar energy system must comply with Government Code Section 65850.55, Government Code Section 66015, 1453
Government Code Section 66016, and State Health and Safety Code Section 17951. (Ord. 15-2133, part, 2015)

16.28.60 Permit Review and Inspection Requirements.

A. The City shall adopt an administrative, nondiscretionary review process to expedite approval of small rooftop solar energy systems and EVCS application of one to 25 stations at a single site. Upon receipt of a complete application which meets the requirements of the approved checklist and standard plan, the City shall issue a building permit or other nondiscretionary permit five business days for electronic applications.

For complete EVCS applications including 26 or more EVCS stations at a single site, a permit shall be issued after ten business days for electronic applications.

B. Review of the application shall be limited to the building official’s review of whether the application meets local, state, and federal health and safety requirements.

C. The Building Official may deny an application for a permit for a small rooftop solar energy system or EVCS if the Official makes written findings based upon substantive evidence in the record that:

1. The proposed installation would have a specific, adverse impact upon public health or safety; and

D. Any condition imposed on an application shall be designed to mitigate the specific, adverse impact upon health and safety at the lowest possible cost.

E. The City shall require only one inspection for small residential rooftop solar energy systems eligible for expedited review. The City may require two inspections for small multi-family or commercial rooftop solar energy systems if deemed necessary. A separate fire inspection may be performed if the City does not have an agreement with County of Santa Clara Fire Department to perform safety inspections on behalf of the County of Santa Clara Fire Department.

F. The inspection(s) shall be done in a timely manner and should include consolidated inspections. An inspection will be scheduled within two (2) business days of a request and provide a two-hour inspection window on the day of the inspection.

G. If a small rooftop solar energy system fails inspection a subsequent inspection is authorized but need not conform to the requirements of this Ordinance. (Ord. 15- 2133, part, 2015)

16.28.070 Appeals.
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Any final decision of the Building Official made pursuant to this Chapter may be appealed by filing a request for appeal, in writing, with a description of the grounds for appeal. The request for appeal must be made within ten (10) business days of the serving or mailing of the building official’s determination. A hearing shall be scheduled within thirty (30) days before the Planning Commission. If the appeal is not filed within the time specified above, the applicant shall be deemed to waive the right to appeal. 1455
ORDINANCE NO. 22-2244

AN ORDINANCE OF THE CUPERTINO CITY COUNCIL

SETTING FORTH PROCEDURES FOR

EXPEDITING PERMITTING PROCESSING FOR

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CUPERTINO DOES ORDAIN AS FOLLOWS:

SECTION 2.

Chapter 16.28 of the Cupertino Municipal Code is hereby amended as set forth in Attachment A.
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SECTION 3. SEVERABILITY AND CONTINUITY
The City Council declares that each section, sub-section, paragraph, sub-paragraph, sentence, clause and phrase of this ordinance is severable and independent of every other section, sub-section, paragraph, sub-paragraph, sentence, clause and phrase of this ordinance. If any section, sub-section, paragraph, sub-paragraph, sentence, clause or phrase of this ordinance is held invalid, or its application to any person or circumstance, be determined by a court of competent jurisdiction to be unlawful, unenforceable or otherwise void, the City Council declares that it would have adopted the remaining provisions of this ordinance irrespective of such portion, and further declares its express intent that the remaining portions of this ordinance should remain in effect after the invalid portion has been eliminated. To the extent the provisions of this Ordinance are substantially the same as previous provisions of the Cupertino Municipal Code, these provisions shall be construed as continuations of those provisions and not as an amendment to or readoption of the earlier provisions.

SECTION 5. EFFECTIVE DATE
This Ordinance shall take effect thirty days after adoption as provided by Government Code Section 36937.

SECTION 6. PUBLICATION
The City Clerk shall give notice of adoption of this Ordinance as required by law.

Pursuant to Government Code Section 36933, a summary of this Ordinance may be prepared by the City Clerk and published in lieu of publication of the entire text. The City Clerk shall post in the office of the City Clerk a certified copy of the full text of the Ordinance listing the names of the City Council members voting for and against the ordinance. 1457
INTRODUCED at a regular meeting of the Cupertino City Council this 4th day of October, 2022; and
ENACTED at a regular meeting of the Cupertino City Council this 18th day of October, 2022, by the following vote:

Members of the City Council
AYES:

NOES:

ABSENT:

ABSTAIN:

SIGNED:
________
Darcy Paul, Mayor
City of Cupertino
________________________
Date
ATTEST:
________
Kirsten Squarcia, City Clerk
________________________
Date
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ATTACHMENT A
CHAPTER 16.28: EXPEDITED PERMIT PROCESS FOR SMALL ROOFTOP SOLAR

SYSTEMS AND ELECTRIC VEHICLE CHARGING SYSTEMS
Section

16.28.010 Purpose and intent.

16.28.020 Definitions.

16.28.030 Applicability.

16.28.040 Solar energy system requirements. Requirements.

16.28.050 Application and documents.

16.28.060 Permit review and inspection requirements.

16.28.010 Purpose and Intent.

The purpose of this Ordinance Chapter is:
1) To adopt an expedited, streamlined solar permitting process that complies with the Solar Rights Act and AB 2188 (Chapter 521, Statutes 2014) to achieve timely and cost-effective installations of small residential rooftop solar energy systems. The Ordinance expands AB2188 to provide for timely and cost-effective installations of solar panels on small multi-family and commercial buildings. The Ordinance encourages the use of solar systems by removing unreasonable barriers, minimizing costs to property owners and the City, and expanding the ability of property owners to install solar energy systems. The Ordinance allows the City to achieve these goals while protecting the public health and safety. (Ord. 15-2133, part, 2015) 2) To promote and encourage the use of electric vehicles by creating an expedited, streamlined permitting process for electric vehicle charging stations while promoting public health and safety and preventing specific adverse impacts in the installation and use of such charging stations.

16.28.020 Definitions.

For the purposes of this Chapter, the following words and phrases shall have the meanings as defined in this section.
a. A. A “Solar Energy System” means either of the following:
i.1. Any solar collector or other solar energy device whose primary purpose is to provide for the collection, storage, and distribution of solar energy for space heating, space cooling, electric generation, or water heating.
ii.2. Any structural design feature of a building, whose primary purpose is to provide for the collection, storage, and distribution of solar energy for electricity generation, space heating or cooling, or for water heating. b. B. A “small residential rooftop solar energy system” means all of the following:
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i. 1. A solar energy system that is a simple photovoltaic system no larger than 10 kilowatts or a solar thermal system no larger than 30 kilowatts thermal. ii. 2. A solar energy system that conforms to all applicable state fire, structural, electrical, and other building codes as adopted or amended by the City and all state and local health and safety standards.
iii. 3. A solar energy system that is installed on a single or duplex family dwelling. iv. 4. A solar panel or module array that does not exceed the maximum legal building height as defined by the city.
c. C. A “small multi-family or commercial rooftop solar energy system” means all of the following:
i. 1. A solar energy system that is a simple photovoltaic system no larger than 10 kilowatts or 30 a solar thermal system no larger than kilowatts thermal. ii. 2. A solar energy system that conforms to all applicable state fire, structural, electrical, and other building codes as adopted or amended by the City and all state and local health and safety standards.
iii. 3. A solar energy system that is installed on a triplex, four-plex family dwelling or on a commercial building no more than 10,000 square feet in size. iv. 4. A solar panel or module array that does not exceed the maximum legal building height as defined by the City.
d. D. A “small rooftop solar energy system” either a “small residential rooftop solar energy system” or a “small multi-family or commercial rooftop solar energy system”. e. E. “Electronic submittal” means the utilization of one or more of the following:
i. 1. Email;
ii. 2. The Internet;
iii. 3. Facsimile.
f. F. An “association” means a nonprofit corporation or unincorporated association created for the purpose of managing a common interest development. g. G. A “common interest development” means any of the following:
i. 1. A community apartment project.
ii. 2. A condominium project.
iii. 3. A planned development.
iv. 4. A stock cooperative.
h. H. “Specific, adverse impact” means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified, and written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete.
i. I. “Reasonable restrictions” on a solar energy system are those restrictions that do not significantly increase the cost of the system or significantly decrease its efficiency or 1460
specified performance, or that allow for an alternative system of comparable cost, efficiency, and energy conservation benefits.
j. J. “Restrictions that do not significantly increase the cost of the system or decrease its efficiency or specified performance” means:
i. 1. For Water Heater Systems or Solar Swimming Pool Heating Systems: an amount exceeding 10 percent of the cost of the system, but in no case more than one thousand dollars ($1,000), or decreasing the efficiency of the solar energy system by an amount exceeding 10 percent, as originally specified and proposed. ii. 2. For Photovoltaic Systems: an amount not to exceed one thousand dollars ($1,000) over the system cost as originally specified and proposed, or a decrease in system efficiency of an amount exceeding 10 percent as originally specified and proposed. (Ord. 15-2133, part, 2015)
K. ELECTRIC VEHICLE CHARGING STATION OR EVCS. Any level of electric vehicle supply equipment station that is designed and built-in compliance with article 625 of the California Electrical Code and delivers electricity from a source outside an electric vehicle into a plug-in vehicle.

16.28.030 Applicability.
a. A. This Ordinance Chapter applies to the permitting of all Small Rooftop Solar Energy Systems and Electric Vehicle Charging Systems in the City. b. B. Small Rooftop Solar Energy Systems and Electric Vehicle Charging Systems legally established or permitted prior to the effective date of this Ordinance are not subject to the requirements of this Ordinance unless physical modifications or alterations are undertaken that materially change the size, type, or components of a small rooftop energy system in such a way as to require new permitting. Routine operation and maintenance or like-kind replacements shall not require a permit.

16.28.040 Solar Energy System Requirements.
a. A. All solar energy systems and Electric Vehicle Charging Stations shall meet applicable health and safety standards and requirements imposed by the State, the City, and Santa Clara County Fire Department.
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b. B. Solar energy systems for heating water in single-family residences and for heating water in commercial or swimming pool applications shall be certified by an accredited listing agency as defined by the California Plumbing and Mechanical Code. c. C. Solar energy systems for producing electricity shall meet all applicable safety and performance standards established by the California Electrical Code, the Institute of Electrical and Electronics Engineers, and accredited testing laboratories such as Underwriters Laboratories and, where applicable, rules of the Public Utilities Commission regarding safety and reliability. (Ord. 15-2133, part, 2015) D. Electric Vehicle Charging Stations shall meet all applicable safety and performance standards established by the California Electric Code, the Society of Automotive Engineers, the National Electrical Manufacturers Association, and the accredited testing laboratories such as Underwriters Laboratories and, where applicable, rules of the Public Utilities Commission regarding safety and reliability.

16.28.050 Application and Documents.
a. A. All documents required for the submission of an expedited solar energy system application and for an EVCS permit application shall be made available on the City’s website.
b. B. Electronic submittal of the required permit application and documents shall be made available to all small rooftop solar energy system permit applicants. c. C. An applicant’s electronic signature shall be accepted on all forms, applications, and other documents in lieu of a wet signature.
d. D. The City’s Building Department Building Official shall adopt a standard plan and checklist of all requirements with which small rooftop solar energy systems shall comply to be eligible for expedited review.

E. The Building Official shall provide a permit checklist for EVCS permit applications. e F. The small residential rooftop solar system permit process, standard plan(s), and checklist(s) shall substantially conform to recommendations for expedited permitting, including the checklist and standard plans contained in the most current version of the California Solar Permitting Guidebook adopted by the Governor’s Office of Planning and Research.
f. G. The small multi-family or commercial rooftop solar energy system permit process, standard plan(s), and checklist(s) shall be developed by the City’s Building Department Building Official.
g. H. All fees prescribed for the permitting of small rooftop solar energy system must comply with Government Code Section 65850.55, Government Code Section 66015, 1462
Government Code Section 66016, and State Health and Safety Code Section 17951. (Ord. 15-2133, part, 2015)

16.28.60 Permit Review and Inspection Requirements.
a. A. The City shall adopt an administrative, nondiscretionary review process to expedite approval of small rooftop solar energy systems and EVCS application of one to 25 stations at a single site. Upon receipt of a complete application which meets the requirements of the approved checklist and standard plan, the City shall issue a building permit or other nondiscretionary permit on the same day for over-the-counter applications or within 3 five business days for electronic applications. For complete EVCS applications including 26 or more EVCS stations at a single site, a permit shall be issued after ten business days for electronic applications. The building official may require an applicant to apply for a use permit if the official finds, based on substantial evidence, that the solar energy system could have a specific, adverse impact upon the public health and safety.
b. B. Review of the application shall be limited to the building official’s review of whether the application meets local, state, and federal health and safety requirements. c. C. If a use permit is required, a building official The Building Official may deny an application for the use a permit for a small rooftop solar energy system or EVCS if the oOfficial makes written findings based upon substantive evidence in the record that:

1. The proposed installation would have a specific, adverse impact upon public health or safety; and

2. There is no feasible method to satisfactorily mitigate or avoid, as defined, the adverse impact. Such findings shall include the basis for the rejection of the potential feasible alternative for preventing the adverse impact. a. Decisions to require a use permit or to deny a use permit may be appealed by filing a request for appeal, in writing, with a description of the grounds for appeal. The request for appeal must be made within ten (10) business days of the serving or mailing of the building official’s determination. A hearing shall be scheduled within thirty (30) days before the Board of Appeals as defined in Cupertino Municipal Code Section 16.02.270. If the appeal is not filed within the time specified above, the applicant shall be deemed to waive the right to appeal.
b. D. Any condition imposed on an application shall be designed to mitigate the specific, adverse impact upon health and safety at the lowest possible cost. c. “A feasible method to satisfactorily mitigate or avoid the specific, adverse impact” includes, but is not limited to, any cost-effective method, condition, or 1463
mitigation imposed by the City on another similarly situated application in a prior successful application for a permit. The City shall use its best efforts to ensure that the selected method, condition, or mitigation meets the conditions of subparagraphs (A) and (B) of paragraph (1) of subdivision (d) of Section 714 of the Civil Code defining restrictions that do not significantly increase the cost of the system or decrease its efficiency or specified performance. d. Approval of an application shall not be conditioned upon the approval of an association, as defined in Section 4080 of the Civil Code. e. If an application is deemed incomplete, a written correction notice detailing all deficiencies in the application and any additional information or documentation required to be eligible for expedited permit issuance shall be sent to the applicant for resubmission.
f. E. The City shall require only one inspection for small residential rooftop solar energy systems eligible for expedited review. The City may require two inspections for small multi-family or commercial rooftop solar energy systems if deemed necessary. A separate fire inspection may be performed if the City does not have an agreement with the local fire authority County of Santa Clara Fire Department to perform safety inspections on behalf of the local fire authority County of Santa Clara Fire Department.
g. F. The inspection(s) shall be done in a timely manner and should include consolidated inspections. An inspection will be scheduled within two (2) business days of a request and provide a two-hour inspection window on the day of the inspection.
h. G. If a small rooftop solar energy system fails inspection a subsequent inspection is authorized but need not conform to the requirements of this Ordinance. (Ord. 15- 2133, part, 2015)

16.28.070 Appeals.

Any final decision of the Building Official made pursuant to this Chapter may be appealed by filing a request for appeal, in writing, with a description of the grounds for appeal. The request for appeal must be made within ten (10) business days of the serving or mailing of the building official’s determination. A hearing shall be scheduled within thirty (30) days before the Planning Commission. If the appeal is not filed within the time specified above, the applicant shall be deemed to waive the right to appeal. 1464

CITY OF CUPERTINO
Agenda Item
22-11497 Agenda Date:
10/18/2022 Agenda #:

16. Subject: Application for Tentative Subdivision Map and planning permits for the development of six singlefamily homes on the parcel located at 20860 McClellan Road (Application No.(s): TM-2021-006, R-2021-040 to R-2021-045, RM-2022-015, -016, -022 to -025; Applicant(s): District McClellan LLC, c/o Alok Damireddy; Location: 20860 McClellan Road; APN: 359-20-030)
That the City Council take the following actions (Attachments A-C):

1. Find that the project qualifies for CEQA exemption pursuant to Section 15332;

2. Adopt Resolution No. 22-129 approving the Tentative Map to subdivide the subject parcel into six lots (TM-2021-006);

3. Adopt Resolution No. 22-130 approving the Two-Story Permits (R-2021-040, -041, -042, -043, -044 -045); and

4. Adopt Resolution No. 22-131 approving the Minor Residential Permits (RM-2022-015, -016, -022, -023, -024, -025)
Presenter: Piu Ghosh, Planning Manager
CITY OF CUPERTINO Page 1 of 1 Printed on 10/12/2022
powered by Legistar™1465

CITY COUNCIL STAFF REPORT
Meeting: October 18, 2022
Subject
Application for Tentative Subdivision Map and planning permits for the development of six single-family homes on the parcel located at 20860 McClellan Road (Application No.(s): TM-2021- 006, R-2021-040 to R-2021-045, RM-2022-015, -016, -022 to -025; Applicant(s): District McClellan LLC, c/o Alok Damireddy; Location: 20860 McClellan Road; APN: 359-20-030) Recommended Actions
That the City Council take the following actions (Attachments A-C):

1. Find that the project qualifies for CEQA exemption pursuant to Section 15332;

2. Approve the Tentative Map to subdivide the subject parcel into six lots (TM-2021-006);

3. Approve the Two-Story Permits (R-2021-040, -041, -042, -043, -044 -045); and

4. Approve Minor Residential Permits (RM-2022-015, -016, -022, -023, -024, -025) Executive Summary
The applicant applied for a Tentative Map application to consider the subdivision of a 1.25-acre parcel located at 20860 McClellan Road into six residential parcels ranging between 7,526 square feet and 9,615 square feet. The proposed project also includes consideration of Two-Story Permits for the development of six single-family homes and Minor Residential Permits for the proposed second story balcony with each new residence. (Application No.(s): TM-2021-006, R-2021-040 to R-2021-045, RM-2022-015, -016, -022 to -025; Applicant(s): District McClellan LLC, c/o Alok Damireddy; Location: 20860 McClellan Road; APN: 359-20-030) On October 22, 2021 the applicant applied for a Rezone, Tentative Map, and Two Story Permit applications and on June 14, 2022, Applicant elected to invoke his right under the Housing Accountability Act to pursue a project consistent with general plan density standards without rezoning. Applicant elected to revise the project to comply with all applicable objective standards and pursue an infill exemption in lieu of finalizing the Draft IS/MND. Even though the Environmental Review Committee determined that a Mitigated Negative Declaration is the appropriate environmental review for the original project, the revised project as invoked under the Housing Accountability Act is eligible to qualify for an infill exemption per CEQA Guidelines Section 15332. Since June, an Infill Exemption Memorandum was prepared for the project by CEQA consultants. Acknowledging concerns brought up by the Environmental Review 1466
TM-2021-006, R-2021-040 to -045, October 18, 2022
RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 2 Committee in May, the applicant voluntarily committed to complying with mitigation measures that were identified in the IS/MND that were previously prepared for the original project scope.

Such mitigations have been included as project conditions of approval (Attachment E).

On September 13, 2022, the Planning Commission conducted a public hearing and recommended to the City Council (3-2, Kapil and Wang voted no) that the project applicant elected to invoke his right under the Housing Accountability Act to be approved in accordance with the draft resolutions (TM-2021-006, R-2021-040 to R-2021-045, RM-2022-015, RM-2022-016, R-2022-022 to RM-2022-026). Staff finds the project to be in full compliance with necessary requirements and complies with all objective development standards, staff therefore recommends City Council to approve the infill exemption under the CEQA Guidelines 15332 and approve the Tentative Map, Two-Story Permits and the Minor Residential Permits.

Project Data:

Neighborhood Area Jollyman
Existing Proposed
General Plan Land
Use Designation
Low Residential
(1-5 DU/ac) No change
Zoning R1-10 No change1
Parking
Required Proposed
Per Unit 6 total spaces 6 total spaces
Garage 2 spaces 2 spaces
On-site 2 spaces 3 spaces
On Street 2 spaces, else provide on-site 1 space plus 1 additional on site Net lot area Lot Width FAR (not including
streamlined ADU) Height
Lot 1 Development 8,851 sq. ft. 69 feet 3,719 sq. ft. (43.3%) 27’ Lot 2 Development 7,535 sq. ft. 60 feet 3,385 sq. ft. (44.9%) 26’-4” Lot 3 Development 7,532 sq. ft. 60 feet 3,385 sq. ft. (44.9%) 26’-11” Lot 4 Development 7,526 sq. ft. 63 feet 3,385 sq. ft. (44.97%) 26’-4” Lot 5 Development 8,469 sq. ft. 62 feet 4,745 sq. ft. (43%) 25’ Lot 6 Development 9,615 sq. ft. 61 feet 4,025 sq. ft. (42%) 27’-1” Project Consistency
General Plan Yes
Zoning Yes, pursuant to State law
Environmental Review Categorically Exempt per Section 15332 1Pursuant to State law, rezoning not required. See discussion in Analysis section below. 2Since only one on-street parking space is provided, one additional onsite parking space is provided per unit to be consistent with CMC Section 19.124.040 (Regulations for Off-Street Parking). 1467
TM-2021-006, R-2021-040 to -045, October 18, 2022
RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 3 Discussion
Background:

Site and Location Description
The project is located at the southwest
corner of McClellan Road and
Cherryland Drive, a private street, in
the Jollyman neighborhood area of the
General Plan.

The property is bounded by McClellan
Road to the north, Cherryland Drive to
the east, Church uses to the west, and
residential single-family homes to the
south. (see Figure 1). Other surrounding
uses include De Anza College to the
west and single family residential
homes to the north, east, and south of the property. The site has a gross area of 1.25 acres, which, after required frontage improvements to complete the street and sidewalk on the west side of Cherryland Drive, would result in a net area of 1.13 acres. The site is currently occupied by a single-family residence, garage, and an accessory structure used to park/store heavy vehicles and boats (See Attachment E).

Application Requests
The applicant, Alok Damireddy, is requesting a Tentative Map to allow the subdivision of one parcel into six parcels on a 1.25-acre site. The project would demolish the existing structures and construct six two story single family residential units with second story balconies, six attached accessory dwelling units (ADU), and associated landscape and street improvements on the new lots. Two story permits and Minor Residential permits are required under the City’s Municipal Code to construct the homes and second story balconies, respectively. The ADUs are subject to a separate ministerial approval process under Government Code section 65852.2 and are included in the scope for informational only
Project History
Date Summary of Project History
10/22/21  Application for a rezoning, tentative map, and six homes received. 5/19/22
 Draft IS/MND presented to Environmental Review Committee (ERC), prepared due to need for rezoning.
 ERC determined on a 3-2 vote (No: Scharf and Moore) that an IS/MND was the appropriate environmental document but directed additional soil testing and peer review.

Figure 1: Project Location
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TM-2021-006, R-2021-040 to -045, October 18, 2022
RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 4 6/14/22
 Applicant invokes right under Housing Accountability Act to pursue project consistent with general plan density standards and meeting all applicable objective standards without rezoning.
1  Applicant commits to complying with draft mitigation measures identified in IS/MND.
 Project now eligible for Infill Exemption under CEQA. 6/23/22
 Infill Exemption Memorandum to ensure project meets the criteria of the CEQA Guidelines prepared.

Planning Commission Review:

On September 13, 2022, the Planning Commission reviewed the proposed project and adopted Resolutions 6957, 6958, and 6959 2 recommending that the City Council approve the project on a 3-2 vote (no: Kapil and Wang). Ten members of the public spoke at the meeting and comments were received on the following topics:
 Privacy impacts of proposed balcony on lot six.
 Traffic impacts and on street parking.
 Fencing along lot six.
 ADU setbacks and layout.
 Housing is needed in area and should support surrounding employees working at De Anza College/adjacent commercial development.
 Concerns related to access from Cherryland Drive, the existing private street, with shared ingress/egress easements.

The Planning Commission reviewed the proposed project and discussed the following:
 The proposed project’s parking proposal and whether it is consistent with CMC Chapter

19.14 Parking Regulations.
 Proposed widening of Cherryland Drive and available parking.  Additional soil testing recommended during the ERC meeting and why the project is not required to prepare an IS/MND and/or provide further testing.  Accessory Dwelling Unit setbacks and how these are ministerially approved.

1 The Housing Accountability Act (HAA), California Government Code Section 65589.5(j)(4), requires that when a proposed project is consistent with objective General Plan standards and criteria but the current zoning for the project site is inconsistent with the General Plan, the local agency shall not require a rezoning. While the City may require the proposed project to comply with objective standards and criteria of a zoning district which is consistent with the General Plan, the standards and criteria must be applied in a manner which will facilitate and accommodate development at the density allowed on the site by the General Plan and proposed by the project.
2 Available online at:
https://records.cupertino.org/WebLink/Browse.aspx?id=975387&dbid=0&repo=CityofCupertino 1469
TM-2021-006, R-2021-040 to -045, October 18, 2022
RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 5 Analysis:

General Plan and Zoning Consistency
The project site has a General Plan land use designation of low density residential (1-5 du/acre).

Low Density Residential is intended to promote a suburban lifestyle of detached single-family homes. The property is located in the Jollyman neighborhood and surrounded predominantly by single-family residential homes.

The proposed project site is 1.25 acres and, consistent with HAA, at the maximum density of five dwelling units per acre, the applicant may propose a project with a maximum of six primary residential units. Therefore, the proposed project complies with the City’s General Plan by providing a maximum of six primary residential units.

Staff has evaluated the project’s consistency with the General Plan and has concluded that based on the site’s General Plan Land Use Designation (Low Density Residential) and state law guidance, the proposed project supports several of the City’s other General Plan goals including:

Chapter 3: Land Use and Community Design
 POLICY LU-3.3: BUILDING DESIGN Ensure that building layouts and design are compatible with the surrounding environment and enhance the streetscape and pedestrian activity.  Strategy LU-3.3.1: Attractive Design - Emphasize attractive building and site design by paying careful attention to building scale, mass, placement, architecture, materials, landscaping, screening of equipment, loading areas, signage and other design considerations.  Strategy LU-3.3.5: Building Location. Encourage building location and entries closer to the street while meeting appropriate landscaping and setback requirements.  Strategy LU-3.3.6: Architecture and Articulation. Promote high-quality architecture, appropriate building articulation and use of special materials and architectural detailing to enhance visual interest.
 Policy LU-27.2: Relationship to the Street: Ensure that new development in and adjacent to neighborhoods improve the walkability of neighborhoods by providing inviting entries, stoops and porches along the street frontage, compatible building design and reducing visual impacts of garages.  Strategy LU-27.7.1: Lot Size. Ensure that subdivision and lot line adjustment requests respect the neighborhood lot size patterns. Consider revisions to lot size requirements if the neighborhood lot pattern is different from the zoning requirements.
 Policy LU-27.4: Connections - Support pedestrian and bicycling improvements that improve access with neighborhoods to parks, schools and local retail, and between neighborhoods. Support traffic calming measures rather than blocking the street to reduce traffic impacts on neighborhoods.

Since buildout of the project site consistent with the R1-10 zoning standards would not allow development of six units on the site, under state law, the development standards for the R1-10 zoning district cannot be applied to the proposed project. However, HCD guidance does allow the City to “require the proposed housing development project to comply with the objective standards and criteria contained elsewhere in the zoning code that are consistent with the general plan designation.” Staff 1470
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 6 reviewed the project and determined that the R1-7.5 zoning district standards are consistent with the General Plan land use designation and should be applied to this project. The R1-7.5 zoning designation requires a minimum lot size of 7,500 sq. ft. The proposal is to subdivide the existing lot into six residential lots ranging from 7,526 sq. ft. to 9,615 sq. ft., consistent with the minimum lot size in the R1-7.5 district. Additionally, under R1 zoning lot development regulations, each lot has to be a minimum of 60 feet in width at the front setback line. The proposed project is consistent with this standard. The project also complies with parking requirements in Municipal Code Chapter 19.124, as discussed below.

Tentative Tract Map
The project proposes seven (7) separate parcels to be created from one (1) existing parcel (see Attachment E). Six residential lots will each contain a single-family dwelling and the seventh lot would accommodate the widening and completion of an existing private roadway and cul-desac on Cherryland Drive. A condition of approval has been added to the Tentative Map to require reciprocal ingress and egress access across Lot Seven and an agreement between the Cherryland HOA and applicant for McClellan Subdivision shall be established for ingress, egress, and maintenance of the fully widened private roadway prior to Final Map approval.

Two Story Residential Development Regulations (Zoning)
The project proposes to develop the six residential lots each with a two-story single-family residence with a second story balcony and an attached accessory dwelling unit (ADU). As shown in the table on page 2, the proposed lots range from 7,526 sq. ft. to 8,851 sq. ft. and the six homes range between 3,719 sq. ft. and 4,025 sq. ft. The proposed homes comply with building development standards including the maximum floor area ratio and lot coverage requirements pursuant to Cupertino Municipal Code Chapter 19.28, proposing a 45% maximum floor area ratio and 50% lot coverage for each residence. The six single family homes comply with the first and second floor setbacks for each lot.

The proposal includes attached ADUs ranging between 557 sq. ft. and 600 sq. ft. State law allows these units to be approved ministerially, as a result the actions of the Council do not include a decision related to the ADUs. However, for information, the proposed ADUs meet and, in most cases exceed, the four-foot setbacks allowed under state law. The proposed ADUs are considered a separate unit for purposes of the Building Code and must meet all Building Code requirements as they pertain to a separate dwelling unit. In compliance with the City’s zoning code, the plans provide for no connection between the primary dwelling unit and the ADU.

Site Planning, Landscaping and Architectural Design
The project would include demolishing all existing buildings and removal of several unprotected trees to allow for the development of six residences on six new residential lots. These trees have been reviewed in an Arborist Report (See Appendix A to Attachment D – Infill Exemption Memorandum) prepared for the project. The proposed subdivision would allow the development of six two-story single-family residences on the west side of Cherryland Drive. The proposed 1471
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 7 development provides vehicle and pedestrian access through Cherryland Drive from McClellan Road to each of the homes. Each lot will be developed in traditional suburban style with a singlefamily home, an attached accessory dwelling unit, garage, and required yard areas. The site also incorporates on-site and off-site parking spaces as required by the City’s parking ordinance. The houses all have prominent front porches and entries that face the existing homes on Cherryland Drive to create a strong front façade that promotes interaction with the private street and generally creates a neighborhood in the cul-de-sac.

As shown in the Figure 2 on the next page, the project proposes decorative landscaping along the front yards of the homes, privacy planting along the viewsheds to mitigate privacy impacts to adjacent neighbors from the new second story windows and balconies, and a front yard tree as required pursuant to Cupertino Municipal Code Section 19.28.120 and Chapter 14.15. The project also proposes to maintain three protected trees on-site, two coast live oak trees located near/on lot one, and one deodar cedar at the corner of Cherryland Drive and McClellan Road. There is one unprotected tree that would remain at the rear of lot one, three new street trees along McClellan Road, and six new trees proposed on each lot. These six new trees are not considered development or protected trees and may be retained and/or removed at the future property owners’ discretion.

The proposed project provides a robust landscape plan that includes a wide variety of drought tolerant shrubs and trees throughout the frontage of the property. The landscape must comply with the City’s Landscape Ordinance pursuant to Chapter 14.15. Decorative, permeable pavers for the driveway along with retention basins in the front yard are proposed to contribute to drainage for the site as recommended and approved by Cupertino’s Public Works Department.

By integrating projecting and recessed wall planes, and with variations in wall height and the roofline, the applicant has worked to reduce the massing of the custom detached single-family homes. The applicant has introduced different projections and a variation of materials along the building frontage that help to reduce the massing of the structure (see Figure 3 on the next page).

The applicant incorporates sophisticated building materials which include a mix of vertical and horizontal composite siding and stone veneer that blend the neutral color tones of the homes.

Figure 2: Proposed Landscape Plan
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 8 The living area is closer to the street, while the garage is setback more to articulate the street facing elevation. Second story walls are articulated with an assortment of window sizes/bold trims and a variation in materials to reduce the apparent mass of the second story. The custom homes display a conscious mix of vertically or horizontally aligned windows, doors and architectural elements that provide symmetry along the building facade. The proposed design is substantially consistent with Section 19.28.110 of the Cupertino Municipal Code (Single Family Residential Design Guidelines and Principles).

The project also includes second story balconies at the front of each residence. The balconies range from 55 sq. ft. to 206 sq. ft. in size and propose a decorative railing that is at least 75% open. As discussed in the site planning section above, potential privacy impacts from the second story balconies are mitigated with proposed privacy plantings that provide screening for adjacent neighbors as required by the Cupertino Municipal Code.

Circulation, Pedestrian, and Bicycle Improvements
The proposed project proposes to improve and complete the cul-de-sac at Cherryland Drive. The proposal retains Cherryland Drive as a two-lane street with parking on either side of the private street.

The project meets the City’s parking requirements found in Chapter 19.124: Parking Regulations.

The table on the following page identifies the parking requirements for each of the lots in the project:

Figure 3: Renderings
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 9 Required Proposed
Garage 2 spaces 2 spaces
Driveway 2 spaces 2 spaces
Additional on-site, if NO on-street 2 spaces 1 space – On street 1 space – Driveway
Total 6 spaces 6 spaces
As indicated, the Parking ordinance requires each single-family home to provide 2 open and 2 enclosed garage spaces. It also requires that in the event on-street parking, on a public or private street is not provided, two additional parking spaces must be provided on site. The project proposes to provide five parking spaces on each lot - two (2) within an enclosed garage and three (3) on the driveway for each residence. In addition, one on-street parking space is provided for each of the lots on Cherryland Drive. Thereby providing 6 parking spaces per lot. No parking is required for any proposed ADUs. There is no required bicycle parking for single-family homes on residentially zoned lots.

The proposed project also includes pedestrian and bicycle related improvements along McClellan Road, which include but not limited to, modifications to the raised island along McClellan Road due to the existing driveway removals and trash collection requirements. All improvements shall be reviewed and approved by the Public Works Department prior to building permit approval.

A condition of approval has been added to the draft Resolution for Tentative Map (TM-2021-006) (Attachment A) to ensure completion of the improvements.

Other Department/Agency Review
The City’s Building Division, Public Works Department, and Environmental Services Division and the Santa Clara County Fire Department have reviewed the project. The proposed conditions of approval incorpate these departmental and agency requirements.

Environmental Review
An Infill Development Project Exemption Memorandum has been prepared for the project (See Attachment D) Article 19 of the CEQA Guidelines, Sections 15300 through 15333, includes a list of classes of projects that have been determined not to have a significant effect on the environment, and are therefore exempt from CEQA. Section 15332 of the CEQA Guidelines provides a categorical exemption (Class 32) for infill development projects that meet the following criteria:

A. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations.

B. The proposed development occurs within the city limits on a project site of no more than five acres substantially surrounded by urban uses.

C. The project site has no value as habitat for endangered, rare, or threatened species. 1474
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 10 D. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.

E. The site can be adequately served by all required utilities and public services.

As noted above, the project is consistent with the General Plan land use designation for the site and applicable requirements of the R1-7.5 zoning district. The Infill Exemption Memorandum provides additional analysis to support a Class 32 exemption for the project.

As part of the environmental analysis, traffic impacts of the proposed project were evaluated in the Infill Exemption Memorandum. Specifically, CEQA guidelines provide specific considerations for evaluating the projects vehicle miles traveled (VMT) which is found to be the most appropriate measure of transportation impacts. Additionally, Chapter 17.08 of the Cupertino Municipal Code provides standards allowing some projects to be screened out or assumed to not have VMT impacts if they fall within the following categories:

1. Local serving retail of up to 500,000 square feet.

2. 100% affordable housing projects.

3. Projects located within ¼ mile of Stevens Creek Blvd (from SR 85 east), measured in walking distance.

4. Small projects that generate less than 110 new trips per day, and do not exceed square footage thresholds.

The project is expected to generate an average of 101 new daily vehicle trips and is a residential project of less than 20 units, which would categorize the proposed project as a small project that generates less than 110 new trips per day and does not exceed the square footage thresholds per the City’s White Paper on VMT.
3 Consequently, the proposed project would result in a less-thansignificant effect related to VMT.

The Infill Exemption Memorandum also evaluated the project's potential effects related to noise, air quality and water quality. The proposed project would include typical residential noise and short-term operable noise due to construction activity, which would be similar to adjacent residential noise generation and construction activity to develop the project. The Memorandum concludes that short-term construction or long-term residential noise generation would not result in a significant effect on the environment. The proposed projects construction and operational emissions were evaluated as they pertain to air quality and found that the project would not have a significant effect on the environment as the emission levels would be below the applicable thresholds of significance with implementation of the Bay Area Air Quality Management District’s (BAAQMD) Basic Construction Mitigation Measures. Similarly, the projects consistency with applicable water quality standards and water discharge requirements during construction and operation were evaluated. The new development would be required to comply with all

3 This White Paper on VMT was prepared to assist with implementing SB743 and was accepted by the City Council on February 16, 2021. The document contains supporting evidence for Cupertino’s VMT standards, it describes the way VMT is measured, and also includes the full range of considerations used to set thresholds of significance for Cupertino.
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 11 regulatory standards and permit processing as referenced in the Infill Exemption Memorandum and not violate any water quality standards or waste discharge requirements; therefore, the project would not result in any significant effects to the environment.

Prior to preparation of the infill exemption memorandum, a Draft IS/MND was prepared and presented to the Environmental Review Committee (ERC) as indicated in the project history section above. While the applicant modified the project to ensure that the project could comply with the requirements of the Categorical Exemption related to Infill Development, the applicant also voluntarily committed to complying with all the draft mitigation measures identified in the Draft IS/MND. As a result, these measures have been included in the conditions of approval for the project. Those conditions include the following:
 Geology & Soils: All grading and foundation plans for the proposed project shall be designed by a Civil and Structural Engineer, peer-reviewed by a third-party qualified Geotechnical Engineer, paid for by the applicant, and reviewed and approved by the City Engineer, and Chief Building Official, prior to issuance of building permit or grading permit, whichever comes first, to ensure that all geotechnical recommendations specified in the Geotechnical Investigation prepared for the proposed project by GeoEngineering Consultants are properly incorporated and utilized in the project design.
 Hazards and Hazardous materials Phase II Recommendations: Prior to initiation of demolition or construction activities, the project applicant shall comply with all applicable recommendations within the Limited Phase II ESA prepared for the proposed project by ReDevelop Inc. including the excavation and proper disposal of OCP impacted soils, the development of a Health and Safety Plan to protect workers during grading and construction activities, and the installation of vapor barrier protection for residences. OCP-impacted soils located within the project site shall be removed to a depth of one foot and off-hauled by a licensed hazardous waste contractor (Class A) and contractor personnel that have completed 40-hour OSHA hazardous training. The soil shall be disposed of appropriately in accordance with applicable federal, State, and local regulations associated with hazardous waste. Prior to the issuance of the first grading and/or building permit, the applicant’s compliance with the recommendations shall be verified by the City of Cupertino Community Development Department and the Santa Clara County Environmental Health Department through their Voluntary Cleanup Program.
 Hazards and Hazardous Materials Asbestos And/or Lead Assessor Consultation: Prior to issuance of a demolition permit for on-site structures, the project applicant shall consult with certified Asbestos and/or Lead Risk Assessors to complete and submit for review to the Building Department an asbestos and lead survey. If asbestos containing materials or leadcontaining materials are not discovered during the survey, further mitigation related to asbestos-containing materials or lead containing materials shall not be required. If asbestos containing materials and/or lead-containing materials are discovered by the survey, the project applicant shall prepare a work plan to demonstrate how the on-site asbestos1476 TM-2021-006, R-2021-040 to -045, October 18, 2022
RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 12 containing materials and/or lead-containing materials shall be removed in accordance with current California Occupational Health and Safety (Cal-OSHA) Administration regulations and disposed of in accordance with all CalEPA regulations, prior to the demolition and/or removal of the on-site structures. The plan shall include the requirement that work shall be conducted by a Cal-OSHA registered asbestos and lead abatement contractor in accordance with Title 8 CCR 1529 and Title 8 CCR 1532.1 regarding asbestos and lead training, engineering controls, and certifications. The applicant shall submit the work plan to the City of Cupertino for review and approval. The City has the right to defer the work plan to the Santa Clara County Department of Environmental Health for additional review. Materials containing more than one (1) percent asbestos that is friable are also subject to BAAQMD regulations. Removal of materials containing more than one (1) percent friable asbestos shall be completed in accordance with BAAQMD Section 11-2-303.

It should be noted that while there is soil remediation that is required for this project, the Infill Exemption is routinely applied and used for projects to encourage infill development such as that proposed.4
Housing Accountability Act (HAA)
The HAA applies to this project. Under the HAA, when a proposed housing development complies with the applicable, objective General Plan and zoning standards, a local agency cannot deny a project or impose a condition that reduces the project’s density unless the agency makes written findings supported by substantial evidence that:
 The development would have a specific adverse impact on public health or safety unless disapproved, or approved at a lower density; and
 There is no feasible method to satisfactorily mitigate or avoid the specific adverse impact, other than the disapproval, or approval at a lower density.

The proposed project has been determined to comply with applicable, objective General Plan and zoning standards, including maximum height, density, minimum setbacks, useable private open space, and number of parking spaces. As a result, staff is not aware of any basis to make the findings listed above.

4 While the Infill Exemption is not available for certain contaminated sites designated by state agencies (“the Cortese List”), the proposed project is not located on a listed site. 1477
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 13 Public Outreach and Noticing
The following table is a brief summary of the noticing done for this project:

Notice of Public Hearing,
Site Notice & Legal Ad Agenda
 Site Signage (10 days prior to the hearing)
 Legal ad placed in newspaper (at least 10 days prior to the hearing)
 76 Public hearing notices were mailed to property
owners within 300’ of the project site (10 days prior to the hearing)
 Posted on the City’s official notice
bulletin board (one week prior to the
hearing)
 Posted on the City of Cupertino’s
website (one week prior to the
hearing)
Fiscal Impacts
The project will most likely generate a source of property tax due to the property improvements that will result in a higher assessed value.

Sustainability Impacts
The proposed project would be required to propose low impact development measures, comply with Green Building Code, and Energy Code standards to ensure that the project would encourage increased environmental and health performance in residences and residential projects. One example of the projects efforts toward sustainability is that the project would include on-site renewable energy systems capable of producing 100 percent of the electricity demanded by the residences to be consistent with 2019 Building Energy Efficiency Standards.

Prior to Building Permit issuance, the project will be reviewed and approved by the Building Division in accordance with the various code sections to promote sustainable construction practices.

Conclusion
Staff recommends approval of the project since the project and conditions of approval address all concerns related to the proposed development and all findings for approval of the project, consistent with Chapter 18.28, 19.156, and 19.168 of the Cupertino Municipal Code, can be made.5 Next Steps
The City Council’s decision will be final unless reconsidered within 10 days of the decision.

Prepared by: Brianne Harkousha, Associate Planner
Piu Ghosh, Planning Manager
Reviewed by: Benjamin Fu, Director of Community Development Approved for Submission by: Pamela Wu, City Manager

5Under state law, subjective findings contained in the Municipal Code cannot be a basis for disapproving the project or approving the project at a lower density, unless specific findings in state law are made. 1478
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RM-2022-015, -016, -022 to -025 20860 McClellan Road Page 14 ATTACHMENTS:

A – Draft Resolution for TM-2021-006
B – Draft Resolution for R-2021-040 to R-2021-045
C – Draft Resolution for RM-2022-015 to -016, RM-2022-022 to R-2022-025 D – Infill Exemption Memorandum
E – Project Plans
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EXHIBIT TM
RESOLUTION NO. ____

A RESOLUTION OF THE CUPERTINO CITY COUNCIL

APPROVING A TENTATIVE MAP TO ALLOW

THE SUBDIVISION OF ONE PARCEL INTO

SIX INDIVIDUAL PARCELS LOCATED AT
20860 MCCLELLAN ROAD (APN: 359-20-030)
SECTION I: PROJECT DESCRIPTION
Application No.: TM-2021-006
Applicant: District McClellan LLC, c/o Alok Damireddy
Location: 20860 McClellan Road; APN#359-20-030
SECTION II: FINDINGS FOR A TENTATIVE MAP:

WHEREAS, the City of Cupertino received an application for a Tentative Map (Application No.

TM-2021-006) as described in Section I of this resolution; and WHEREAS, the project is determined to be categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 of the CEQA Guidelines; and WHEREAS, on September 13, 2022, the Planning Commission held a duly noticed public hearing to receive staff’s presentation and public testimony, and to consider the information contained in the Infill Exemption Memorandum along with all staff reports, other pertinent documents, and all written and oral statements received prior to and at the public hearing,; and WHEREAS, on September 13, 2022 the Planning Commission recommended on a 3-2 vote that the City Council find the project exempt from CEQA and approve Tentative Tract Map (TM-2021- 006 in substantially similar form to the Resolution presented (Resolution No. 6957); and WHEREAS, the City Council of the City of Cupertino is the decision-making body for this Resolution; and
WHEREAS, all necessary public notices having been given as required by the Municipal Code of the City of Cupertino and the Government Code, and on October 18, 2022, the City Council held a public hearing to consider the Tentative Map; and
WHEREAS, the applicant has met the burden of proof required to support the application for a Tentative Map; and
WHEREAS, the City Council finds as follows with regard to this application:

1. That the proposed subdivision map is consistent with the City of Cupertino General Plan.

The subject property has been determined to be consistent with the General Plan. The proposed project complies with General Plan policies that include density, maximum building height, building design, site planning, and frontage improvements.
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2. That the design and improvements of the proposed subdivision are consistent with the General Plan.

The off-site improvements are consistent with the City’s General Plan policies related to pedestrian and bicycle safety etc. by improving the street frontage and minimizing curb-cuts.

3. That the site is physically suitable for the type development contemplated under the approved subdivision.

The proposed subdivision is compatible with the adjoining land uses and no physical constraints are present that would conflict with anticipated land use development. There are no topographical anomalies that differentiate this property from adjacent properties. The site is located on the valley floor, as well as not listed within any environmentally sensitive zone.

4. That the site is physically suitable for the intensity of development contemplated under the approved subdivision.

The subject property is physically suitable in size and shape in conformance to development standards and is appropriately configured to accommodate single family residential development.

5. That the design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage nor substantially and avoidably injure fish and wildlife or their habitat.

The proposed subdivision design and improvements are not likely to cause serious public health problems nor substantially injure fish and wildlife or their habitat because the property is a developed site and located in an urbanized area where residential land use is allowed.

6. That the design of the subdivision or the type of improvements associated therewith are not likely to cause serious public health problems.

The proposed development is designed to meet development standards and applicable codes and regulations. Any potential environmental impacts associated with the project are to be mitigated as part of the project approval. Therefore, the design of the subdivision and necessary improvements are not likely to cause serious public health concerns.

7. That the design of the subdivision and its associated improvements will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision.

No easement or right-of-way exists currently that would be impeded or conflict with the proposed subdivision.

NOW, THEREFORE, BE IT RESOLVED that after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 3 thereof, and those contained in all other Resolutions approved for this Project, the City Council does hereby:

EXHIBIT TM
a. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. b. The proposed development occurs within the city limits on a project site of no more than five acres substantially surrounded by urban uses.
c. The project site has no value as habitat for endangered, rare or threatened species. d. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
e. The site can be adequately served by all required utilities and public services.

Therefore, the proposed project is consistent with the criteria stated above (Section 15332) and as discussed in the Infill Exemption Memorandum prepared for the project, will not have a significant effect on the environment.

2. Approve the application for a Tentative Map, Application No. TM-2021-006, and

3. Find that the subconclusions upon which the findings and conditions specified in this Resolution are based are contained in the Public Hearing record concerning Application no.

TM-2021-006 as set forth in the Minutes of the City Council Meeting of MONTH DAY, YEAR and are incorporated by reference as though fully set forth herein.

SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.

1. APPROVED EXHIBITS
The approval is based on a plan set entitled “District McClellan “, consisting of one hundred and twenty-nine (129) sheets except as may be amended by conditions in this resolution. In the event there are conflicts between the floor plan, cross sections and elevation drawings, the elevation drawings take precedence.

2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building plans.

3. ACCURACY OF PROJECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of property data may invalidate this approval and may require additional review.

4. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department.
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5. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. TM-2021-006, R-2021-040 to R-2021-045, and RM-2022-015 to -016, -022, -023, -024, and -025.

6. CITY’S BELOW MARKET RATE (BMR) HOUSING PROGRAM
Prior to issuance of Building Permits, the applicant shall participate in the City’s Below Market Rate (BMR) Housing Program by paying the Below Market Rate residential mitigation fee for five (5) new single-family homes concurrent with issuance of building permits at the rate in effect at that time. The current fee is $20.00 per net new s.f. The fee will be calculated based on the weighted average of the floor area (excluding garage) for each home.

7. LANDSCAPE PROJECT SUBMITTAL
Prior to issuance of building permits, the applicant shall submit a full Landscape Documentation Package, per sections 14.15.050 A, B, C, and D of the Landscape Ordinance, for projects with landscape area 500 square feet or more or elect to submit a Prescriptive Compliance Application per sections 14.15.040 A, B, and C for projects with landscape area between 500 square feet and 2,500 square feet. The Landscape Documentation Package or Prescriptive Compliance Application shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits, and additional requirements per sections 14.15.040 D, E, F, and G or 14.15.050 E, F, G, H, and I will be required to be reviewed and approved prior to final inspections.

8. DEMOLITION REQUIREMENTS
All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits.

9. DUST CONTROL
The following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site:
a. Water all exposed surfaces areas (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) at least twice daily and more often during windy periods to prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic stabilizers or dust palliatives. b. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. c. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
d. All vehicle speeds on unpaved roads shall be limited to 15 mph. e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
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f. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]).

Clear signage shall be provided for construction workers at all access points. g. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. h. Post a publicly visible sign with the telephone number and person to contact at the Lead Agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District’s phone number shall also be visible to ensure compliance with applicable regulations.

The applicant shall incorporate the City’s construction best management practices into the building permit plan set prior to any grading, excavation, foundation or building permit issuance.

10. GRADING AND CONSTRUCTION HOURS AND NOISE LIMITS
a. All grading activities shall be limited to the dry season (April 15 to October 1), unless permitted otherwise by the Director of Public works.
b. Construction hours and noise limits shall be compliant with all requirements of Chapter

10.48 of the Cupertino Municipal Code.
c. Grading, street construction, underground utility and demolition hours for work done more than 750 feet away from residential areas shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Grading, street construction, demolition or underground utility work within 750 feet of residential areas shall not occur on Saturdays, Sundays, holidays, and during the nighttime period as defined in Section

10.48.053(b) of the Municipal Code.
d. Construction activities shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays as defined in Chapter 10.48 of the Municipal Code. Night time construction is allowed if compliant with nighttime standards of Section 10.48 of the Cupertino Municipal Code. e. Rules and regulations pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of an applicant appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site.
f. The applicant shall be responsible for educating all contractors and subcontractors of said construction restrictions.

The applicant shall comply with the above grading and construction hours and noise limit requirements unless otherwise indicated.

11. NESTING BIRDS
Nests of raptors and other birds shall be protected when in active use, as required by the federal Migratory Bird Treaty Act and the California Department of Fish and Game Code. a. Construction and tree removal/pruning activities shall be scheduled to avoid the nesting season to the extent feasible. If feasible, tree removal and/or pruning shall be completed 1484

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before the start of the nesting season to help preclude nesting. The nesting season for most birds and raptors in the San Francisco Bay area extends from February 1 through August

31. Preconstruction surveys (described below) are not required for tree removal or construction activities outside the nesting period. If construction activities and any required tree removal occur during the nesting season (February 1 and August 31), a qualified ornithologist shall be required to conduct surveys prior to tree removal or construction activities. Preconstruction surveys shall be conducted no more than 14 days prior to the start of tree removal, pruning or construction. Preconstruction surveys shall be repeated at 14-day intervals until construction has been initiated in the area after which surveys can be stopped. During this survey, the ornithologist shall inspect all trees and other possible nesting habitats in and immediately adjacent to the construction areas for nests.
b. If the survey does not identify any nesting birds that would be affected by construction activities, no further mitigation is required. If an active nest containing viable eggs or young birds is found sufficiently close to work areas to be disturbed by these activities, their locations shall be documented and protective measures implemented under the direction of the qualified ornithologist until the nests no longer contain eggs or young birds.
c. Protective measures shall include establishment of clearly delineated exclusion zones (i.e. demarcated by identifiable fencing, such as orange construction fencing or equivalent) around each nest location as determined by the qualified ornithologist, taking into account the species of birds nesting, their tolerance for disturbance and proximity to existing development. In general, exclusion zones shall be a minimum of 300 feet for raptors and 75 feet for passerines and other birds. The active nest within an exclusion zone shall be monitored on a weekly basis throughout the nesting season to identify signs of disturbance and confirm nesting status. The radius of an exclusion zone may be increased by the qualified biologist, if project activities are determined to be adversely affecting the nesting birds. Exclusion zones may be reduced by the qualified biologist only in consultation with California Department of Fish and Wildlife. The protection measures and buffers shall remain in effect until the young have left the nest and are foraging independently or the nest is no longer active.
d. A final report on nesting birds and raptors, including survey methodology, survey date(s), map of identified active nests (if any), and protection measures (if required), shall be submitted to the Planning Manager, through the building permit review process, and be completed to the satisfaction of the Community Development Director prior to the start of grading.

12. GEOLOGY AND SOILS
All grading and foundation plans for the proposed project shall be designed by a Civil and Structural Engineer, peer-reviewed by a third-party qualified Geotechnical Engineer, paid for by the applicant, and reviewed and approved by the City Engineer, and Chief Building Official, prior to issuance of building permit or grading permit, whichever comes first, to ensure that all geotechnical recommendations specified in the Geotechnical Investigation 1485

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prepared for the proposed project by GeoEngineering Consultants are properly incorporated and utilized in the project design.

13. HAZARDS AND HAZARDOUS MATERIALS PHASE II RECOMMENDATIONS Prior to initiation of demolition or construction activities, the project applicant shall comply with all applicable recommendations within the Limited Phase II ESA prepared for the proposed project by ReDevelop Inc. including the excavation and proper disposal of OCP impacted soils, the development of a Health and Safety Plan to protect workers during grading and construction activities, and the installation of vapor barrier protection for residences. OCP-impacted soils located within the project site shall be removed to a depth of one foot and off-hauled by a licensed hazardous waste contractor (Class A) and contractor personnel that have completed 40-hour OSHA hazardous training. The soil shall be disposed of appropriately in accordance with applicable federal, State, and local regulations associated with hazardous waste. That the applicant has complied with the recommendations shall be verified by the City of Cupertino Community Development Department and the Santa Clara County Environmental Health Department through their Voluntary Cleanup Program, prior to the issuance of the first grading and/or building permit.

14. HAZARDS AND HAZARDOUS MATERIALS ASBESTOS AND/OR LEAD ASSESSOR

CONSULTATION
Prior to issuance of a demolition permit for on-site structures, the project applicant shall consult with certified Asbestos and/or Lead Risk Assessors to complete and submit for review to the Building Department an asbestos and lead survey. If asbestos containing materials or lead-containing materials are not discovered during the survey, further mitigation related to asbestos-containing materials or lead containing materials shall not be required. If asbestos containing materials and/or lead-containing materials are discovered by the survey, the project applicant shall prepare a work plan to demonstrate how the on-site asbestoscontaining materials and/or lead-containing materials shall be removed in accordance with current California Occupational Health and Safety (Cal-OSHA) Administration regulations and disposed of in accordance with all CalEPA regulations, prior to the demolition and/or removal of the on-site structures. The plan shall include the requirement that work shall be conducted by a Cal-OSHA registered asbestos and lead abatement contractor in accordance with Title 8 CCR 1529 and Title 8 CCR 1532.1 regarding asbestos and lead training, engineering controls, and certifications. The applicant shall submit the work plan to the City of Cupertino for review and approval. The City has the right to defer the work plan to the Santa Clara County Department of Environmental Health for additional review. Materials containing more than one (1) percent asbestos that is friable are also subject to BAAQMD regulations. Removal of materials containing more than one (1) percent friable asbestos shall be completed in accordance with BAAQMD Section 11-2-303.

15. INDEMNIFICATION AND LIMITATION OF LIABILITY
As part of the application, to the fullest extent permitted by law, the applicant shall agree to indemnify, defend with the attorneys of the City’s choice, and hold harmless the City, its City 1486

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Council, and its officers, employees, and agents (collectively, the “indemnified parties”) from and against any liability, claim, action, cause of action, suit, damages, judgment, lien, levy, or proceeding (collectively referred to as “proceeding”) brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant related to any Ordinance, Resolution, or action approving the project, the related entitlements, environmental review documents, finding or determinations, or any other permit or approval authorized for the project. The indemnification shall include but not be limited to damages, fees, and costs awarded against the City, if any, and cost of suit, attorneys’ fees, and other costs, liabilities, and expenses incurred in connection with such proceeding whether incurred by the Applicant, the City, or the parties initiating or bringing such proceeding.

The applicant shall agree to (without limitation) reimburse the City its actual attorneys’ fees and costs incurred in defense of the litigation. Such attorneys’ fees and costs shall include amounts paid to the City’s outside counsel and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. The applicant shall likewise agree to indemnify, defend, and hold harmless the indemnified parties from and against any damages, attorneys’ fees, or costs awards, including attorneys’ fees awarded under Code of Civil Procedure section 1021.5, assessed or awarded against the indemnified parties. The Applicant shall cooperate with the City to enter a Reimbursement Agreement to govern any such reimbursement.

The Applicant shall agree to (without limitation) reimburse the City for all costs incurred in additional investigation or study of, or for supplementing, redrafting, revising, or amending, any document (such as an Environmental Impact Report, negative declaration, specific plan, or general plan amendment) if made necessary by proceedings challenging the project approvals and related environmental review, if the applicant desires to continue to pursue the project.

The Applicant shall agree that the City shall have no liability to the Applicant for business interruption, punitive, speculative, or consequential damages.

16. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions.

SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT

17. CHERRYLAND HOA
The existing Cherryland CC&Rs acknowledges the granting of a reciprocal easement of the private road for a future development of the western lot. Prior to Final Map approval as reviewed and approved by the Public Works Department, the developer/ applicant shall establish an agreement with the Cherryland HOA for ingress/egress and for maintenance that covers the fully widened private roadway Cherryland Drive. The agreement should consider how the private Cherryland Drive would be assessed for tax purposes to the adjacent property owners if the private drive were to be merged into one parcel. 1487

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18. LOT LINE ADJUSTMENT
Prior to issuance of Building Permits, the developer/applicant shall work with the Cherryland HOA to obtain consensus for, and to prepare, a lot line adjustment to create one parcel for the fully widened private Cherryland Drive. Developer/applicant shall submit the necessary documentation and fees to the Public Works Department for review and approval during building permit phase. The lot line adjustment would be executed after recordation of the Cherryland HOA Agreement and Final Map recordation.

19. STREET IMPROVEMENTS & DEDICATION
Roadway dedication in fee title and frontage improvements along McClellan Road will be required to the satisfaction of the Director of Public Works. Street improvement plans and grading and drainage plans must be completed and approved prior to Final Map approval as reviewed and approved by the Public Works Department.

Street improvements may include, but not be limited to, removal of existing driveways, new curb and gutter, new ADA ramp, storm drain system modifications, street tree installations, and joint pole relocation. All improvements must be completed and accepted by the City prior to Building Final Occupancy or Street Improvement Encroachment Permit acceptance whichever comes first.

Additional comments will be provided during review of the plans and shall be incorporated prior to Final Map approval as reviewed by the Public Works Department.

20. ACCEPTANCE OF PROPERTY RIGHTS
The Public Works Director, or his/her designee, shall have the authority to accept all offers of dedications, easements, quitclaims and other property rights and interests on behalf of the City.

21. CURB AND GUTTER IMPROVEMENTS
Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the Director of Public Works. All improvements must be completed and accepted by the City prior to Building Final Occupancy or Street Improvement Encroachment Permit acceptance whichever comes first.

22. PEDESTRIAN AND BICYCLE IMPROVEMENTS
Prior to issuance of Building Permits, the developer shall provide/demonstrate the location of pedestrian and bicycle related improvements including, but not limited to, modifications to the raised island along McClellan Road due to the existing driveway removals and to meet trash collection requirements, consistent with the Cupertino Bicycle Transportation Plan and the Pedestrian Transportation Plan, and as approved by the Director of Public Works. All improvements must be completed and accepted by the City prior to Building Final Occupancy or Street Improvement Encroachment Permit acceptance whichever comes first. 1488

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23. STREET LIGHTING INSTALLATION
Prior to issuance of Building Permits, the developer/applicant shall demonstrate on the plans that lighting fixtures are be positioned so as to preclude glare and other forms of visual interference to adjoining properties and shall be no higher than the maximum height permitted by the zone in which the site is located. Street lighting shall be installed and shall be approved by the Director of Public Works prior to Building Final Occupancy.

24. GRADING
Prior to issuance of Building or Grading Permits, the developer/applicant shall demonstrate that grading is in accordance with Chapter 16.08 of the Cupertino Municipal Code and shall be reviewed and approved by the Director of Public Works. 401 Certifications and 404 permits may also be required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate.

25. DRAINAGE
Prior to issuance of Building Permits, the developer/applicant shall demonstrate drainage designs and proposals to be reviewed and approved to the satisfaction of the Director of Public Works and satisfy any requirements from the environmental analysis. Hydrology and pre- and post-development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of the ten percent flood water surface elevation to the satisfaction of the Director of Public Works. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible.

All storm drain inlets shall be clearly marked with the words “No Dumping – Flows to Creek” using permanently affixed metal medallions or equivalent, as approved by the Environmental Programs Division.

Additional comments will be provided and shall be incorporated prior to Final Map approval.

26. C.3 REQUIREMENTS
C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer/applicant shall submit plans to be reviewed and approved by the Public Works Department that verify a minimum reservation of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, unless an alternative storm water treatment plan, that satisfies C.3 requirements, as reviewed and approved by the Director of Public Works prior to issuance of Building Permits. 1489

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The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan and a Storm Water Facilities Operation, Maintenance and Easement Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required.

All storm water management plans are required to obtain certification from a City approved third party reviewer.

27. SUBDIVISION AGREEMENT
The project developer/applicant shall enter into a subdivision agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement and fees shall be executed and paid prior to Final Map approval as reviewed and approved by the Public Works Department.

Fees:
a. Checking & Inspection Fees: Per current fee schedule ($4,947 or 5% of improvement costs)
b. Grading Permit: Per current fee schedule ($3,683 or 6% of improvement costs)
c. Tract Map Fee: Per current fee schedule ($12,306)
d. Storm Drainage Fee: Per current fee schedule ($4,250 per AC + $322 per unit)
e. Transportation Impact Fee: Per current fee schedule ($6,797 per unit) f. Encroachment Permit Fee: Per current fee schedule ($3,304) g. Park Fees: Per current fee schedule ($105,000 per unit) h. Storm Management Plan Fee Per current fee schedule ($1,670) i. Street Tree Fee: By Developer or Per current fee schedule:
$481 per tree
Bonds:
a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond: 100% of Off-site and On-site Improvement c. On-site Grading Bond: 100% of site improvements
The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 1490

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28. FINAL MAP
A final map will be subject to City Council approval and shall be recorded prior to issuance of building permits. Existing buildings must be demolished prior to recordation of the final map as building(s) cannot straddle between lot lines and will be reviewed and approved by the Public Works department prior to recordation of final map.

29. TRANSPORTATION IMPACT FEES
The Project is subject to the payment of Transportation Impact Fees under City’s Transportation Impact Fee Program (Chapter 14.02 of the Cupertino Municipal Code) and payment shall be provided prior to issuance of Building Permits.

30. PARKS
The residential units are subject to the payment of parkland fees in-lieu of parkland dedication per Chapter 13.08 and Chapter 18.24 of the Cupertino Municipal Code and payment shall be provided prior to issuance of Building Permits.

31. SURVEYS
Prior to issuance of Building Permits, Boundary Survey and a horizontal control plan will be required for all new construction to ensure the proposed building will be set based on the boundary survey and setback requirements.

32. TRASH, RECYCLING AND COMPOST ENCLOSURES
Trash enclosure plans must be designed in accordance with the City’s “Public Works Guidelines posted at www.cupertino.org/nowaste, and to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is required prior to issuance of a building permit. (CMC 9.18.210 H & K) If the project requires trash collection along Cherryland Drive, the applicant and the adjacent Cherryland HOA shall enter into an agreement with the City prior to Final Map approval that indemnifies and holds harmless both the City and the refuse and recycling collection company (Recology) from and against any harm, damage or maintenance that may occur or become necessary to onsite paving stone driveway surfaces.

33. OPERATIONS & MAINTENANCE AGREEMENT
Developer shall enter into an Operations & Maintenance Agreement with the City prior to Final Map approval as reviewed and approved by the Public Works Department. The Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, landscaping, street trees, sidewalk, pavers, and streetlights.

34. UNDERGROUND UTILITIES
Developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino and shall 1491

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coordinate with affected utility providers for installation of underground utility devices.

Developer shall submit detailed plans showing utility underground provisions to be reviewed and approved prior to issuance of Building Permits. Said plans shall be subject to prior approval of the affected Utility provider and the Director of Public Works.

35. TRANSFORMERS & CABINETS
Electrical transformers, telephone cabinets and similar equipment shall be placed in underground vaults. The developer must receive written approval from both the Public Works Department and the Community Development Department prior to installation of any above ground equipment and prior to issuance of Building Permits. Should above ground equipment be permitted by the City, equipment and enclosures shall be screened with fencing and landscaping such that said equipment is not visible from public street areas, as determined by the Community Development Department. Transformers shall not be located in the front or side building setback area.

36. WATER BACKFLOW PREVENTERS
Prior to issuance of Building Permits, the Domestic and Fire Water Backflow preventers and similar above ground equipment shall be placed away from the public right of way and site driveways to a location approved by the Cupertino Planning Department, Santa Clara County Fire Department and the water company.

37. BEST MANAGEMENT PRACTICES
Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans as reviewed and approved by the Public Works Department prior to issuance of Building Permits.

38. NPDES CONSTRUCTION GENERAL PERMIT
When and where it is required by the State Water Resources Control Board (SWRCB), the developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. Provide documentation to be reviewed and approved by the Public Works Department, prior to issuance of Buildings Permits.

39. EROSION CONTROL PLAN
Developer must provide an approved erosion control plan by a Registered Civil Engineer prior to issuance of Building, Demolition, or Grading Permits. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans.
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40. WORK SCHEDULE
Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project.

41. TRAFFIC CONTROL PLAN
The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City prior to issuance of Building Permits. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City.

42. STREET TREES
Street trees shall be planted within the Public Right of Way to the satisfaction of the Director of Public Works and shall be of a type approved by the City in accordance with Ordinance No. 125. Street tree locations shall be reviewed and approved by the Public Works Department prior to issuance of Building Permits.

43. FIRE PROTECTION
Fire sprinklers shall be installed in any new construction to the approval of the City prior to issuance of Buildings Permits.

44. SANTA CLARA COUNTY FIRE DEPARTMENT
A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. Clearance should include written approval of the location of any proposed Fire Backflow Preventers, Fire Department Connections and Fire Hydrants (typically Backflow Preventers should be located on private property adjacent to the public right of way, and fire department connections must be located within 100’ of a Fire Hydrant).

45. FIRE HYDRANT
Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed and shall be reviewed and approved prior to issuance of Building Permits.

46. SAN JOSE WATER SERVICE COMPANY CLEARANCE
Provide San Jose Water Service Company approval for water connection, service capability and location and layout of water lines and backflow preventers prior to Final Map approval as reviewed and approved by the Public Works Department.

47. DEDICATION OF UNDERGROUND WATER RIGHTS
Developer shall “quit claim” to the City all rights to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley.

Documentation for quit claim shall be provided to the Public Works Department for review 1493

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and approval prior to final map approval as reviewed and approved by the Public Works Department.

48. SANITARY DISTRICT
A letter of clearance or sign off of street improvement plans for the project shall be obtained from the Cupertino Sanitary District prior to Final Map approval as reviewed and approved by the Public Works Department.

49. UTILITY EASEMENTS
Clearance approvals from the agencies with easements on the property (including PG&E, AT&T, and San Jose Water Company, and/or equivalent agencies) will be required prior to Final Map approval as reviewed and approved by the Public Works Department.

SECTION V: CONDITIONS ADMINISTERED BY THE SANTA CLARA COUNTY FIRE

DEPARTMENT

50. FIRE DEPT. APPARATUS ACCESS ROADWAYS
Prior to issuance of final map approval as reviewed and approved by the Public Works Department, all such roadways shall be minimum 20 feet in width, a minimum vertical clearance of 13' 6", maximum grade of 15%, with a minimum circulating outside radius of 42'.

Cul-De-Sac diameters shall be no less than 72 feet. CFC Sec. 503. All such roadways shall be capable of supporting a maximum imposed load of 75,000 pounds and where a bridge or an elevated surface is part of a fire apparatus access road, the bridge shall be constructed and maintained in accordance with AASHTO HB-17. The minimum requirements are found in the currently adopted edition of the California Fire Code Sec. 503, as identified in the SCCFD SD&S A-1.

51. FIRE PLANS REQUIRED
Where required by the Fire Code Official and shall be reviewed and approved prior to issuance of Building Permits, fire apparatus access roads shall be designated and marked as a fire lane as set forth in Section 22500.1 of the California Vehicle Code and the SCCFD A-6 Standard.

52. PARKING
Prior to issuance of Building Permits, the developer/applicant shall demonstrate when parking is permitted on streets, in both residential/commercial applications, it shall conform to the following:

A. Parking is permitted both sides of the street with street widths of 36 feet or more B. Parking is permitted on one side of the street with street widths of 28 – 35 feet C. No parking is permitted when street widths are less than 28 feet Prior to issuance of building permits, the applicant shall clearly indicate on the plans all areas where on street parking is proposed. Include widths of the roadway, widths of the parking 1494

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spaces and how any no-parking sections will be marked as shown on the plans prior to issuance of Building Permits.

53. FIRE HYDRANT SYSTEMS REQUIRED
Prior to issuance of Building Permits, the developer/applicant shall demonstrate that where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, onsite fire hydrants and mains shall be provided where required by the fire code official. Exception: For Group R-3 and Group U occupancies, equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3, the distance requirement shall be not more than 600 feet [CFC, Section 507.5.1]. Proposed parcels are all located within 600 feet of the existing fire hydrant.

54. REQUIRED FIRE FLOW
Documentation from the local water purveyor confirming the required fire flow @ 20 psi, based upon the SF of the largest proposed residence, shall be provided prior to building permit issuance. Fire flow shall be confirmed at plan review of Building Permits.

SECTION VI: CONDITIONS ADMINISTERED BY THE ENVIRONMENTAL SERVICES

DIVISION

55. ENVIRONMENTAL DIVISION STANDARDS
Prior to issuance of Building permits, the applicant shall comply with the additional requirements related to construction and demolition waste recycling and PCB mitigation during the building permit review phase.

CITY ENGINEER'S CERTIFICATE OF

ACCEPTANCE OF ENGINEERING/SURVEYING CONDITIONS
(Section 66474.18 California Government Code)
I hereby certify that the engineering and surveying conditions specified in Section IV. of this Resolution conform to generally accepted engineering practices. ___________________________
Chad Mosley, Assistant Director of Public Works
City Engineer CA License 66077
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino this 18th day of October, 2022 by the following vote:
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Members of the City Council
AYES:

NOES:

ABSENT:

ABSTAIN:

SIGNED:
________
Darcy Paul, Mayor
City of Cupertino
________________________
Date
ATTEST:
________
Kirsten Squarcia, City Clerk
________________________
Date
1496
RESOLUTION NO. ____

A RESOLUTION OF THE CUPERTINO CITY COUNCIL

APPROVING SIX TWO STORY PERMITS TO ALLOW SIX NEW

TWO-STORY HOMES WITH ATTACHED ADUS LOCATED
AT 20860 MCCLELLAN ROAD
SECTION I: PROJECT DESCRIPTION
Application No.: R-2021-040 to R-2021-045
Applicant: District McClellan LLC, c/o Alok Damireddy
Location: 20860 McClellan Road; APN#359-20-030
SECTION II: FINDINGS FOR A TWO-STORY PERMIT:

WHEREAS, the City of Cupertino received applications for six Two Story Permits to allow the construction of a six new two story homes ranging from 3,385 to 4,025 square feet with an attached accessory dwelling unit ranging from 557 to 600 square feet; and WHEREAS, the project is determined to be categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 of CEQA Guidelines; and WHEREAS, on September 13, 2022, the Planning Commission held a duly noticed public hearing to receive staff’s presentation and public testimony, and to consider the information contained in the Infill Exemption Memorandum along with all staff reports, other pertinent documents, and all written and oral statements received prior to and at the public hearing; and WHEREAS, on September 13, 2022 the Planning Commission recommended on a 3-2 vote that the City Council find the project exempt from CEQA, approve Tentative Tract Map (TM-2021-006 in substantially similar form to the Resolution presented (Resolution No. 6957); and WHEREAS, all necessary public notices having been given as required by the Cupertino Municipal Code and the Government Code, and the City Council held at least one public hearing in regard to this application on October 18, 2022; and
WHEREAS, the City Council of the City of Cupertino is the decision-making body for this Resolution; and
WHEREAS, the applicant has met the burden of proof required to support the application for six Two Story Permits; and
WHEREAS, the City Council finds as follows with regard to this application:

1. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning ordinance, and the purposes of the R-1 Ordinance; and The proposed project is consistent with the General Plan as the project is within the Low Density land use area. There are no applicable specific plans that affect the project. The project has been found 1497

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to be consistent with the requirements of Cupertino Municipal Code Chapter 19.28 Single Family (R-1) Residential.

2. The granting of the permit will not result in a condition that is detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, or welfare; and
The granting of the permit will not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or welfare as the project is located within the R1-10 (Single Family Residential) zoning district, and will be compatible with the surrounding uses of the neighborhood. The project meets the building development regulations of the R-1 Ordinance and complies with the privacy protection measures to ensure that visual impacts to adjacent neighbors are mitigated.

3. The project is harmonious in scale and design with the general neighborhood; and The proposed project is located in a residential area consisting of single-family homes. The subject neighborhood contains a mix of single-story and two-story homes, making the proposed project compatible with the neighborhood. The proposed six two-story residences are comparable in size to the existing residences in the surrounding area and complies with the R-1 Ordinance regulations for floor area ratio. Additionally, the project complies with all other development regulations for R1-7.5 zoned properties regarding mass and bulk, including, but not limited to, first floor building envelope, minimum setback regulations, and building height limitations.

4. Adverse visual impacts on adjoining properties have been reasonably mitigated.

Any potential adverse visual impacts on adjoining properties have been reasonably mitigated through adherence to the setback requirements and privacy protection measures of the R-1 Ordinance.

The R-1 Ordinance allows property owners the ability to construct second-story windows and balconies as long as privacy protection trees and/or shrubs are planted as required by the ordinance.

The project complies with the privacy screening requirements of the R-1 Ordinance by providing privacy screening plantings for the second-story balcony and second-story windows with a sill height below 5 feet along the property lines for each lot that proposes these window sizes. Per the R-1 Ordinance, the objective of privacy protection plantings is to provide substantial screening within three years of planting. Privacy protection plantings are considered Protected Trees under the City’s Municipal Code (Chapter 14.18) and are recorded as such with a covenant against the property to inform current and future property owners about their protected status. Protected trees are not permitted to be removed without obtaining a tree removal permit and providing replacement plantings.

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1. Exercises its independent judgment and determines that the Project is exempt from CEQA pursuant to CEQA Guidelines section 15332. Section 15332 exemption applies projects characterized as in-fill development meeting the following criteria:
(a) The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. (b) The proposed development occurs within the city limits on a project site of no more than five acres substantially surrounded by urban uses.
(c) The project site has no value as habitat for endangered, rare or threatened species. (d) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
(e) The site can be adequately served by all required utilities and public services.

2. Approve, the application for six Two Story Permits, Application No.’s R-2021-040, -041, -042, -043, -044, and -045.

3. Find that the subconclusions upon which the findings and conditions specified in this Resolution are based are contained in the Public Hearing record concerning Application no.’s R-2021-040, -041, -042, -043, -044, and -045 as set forth in the Minutes of the City Council Meeting of MONTH DAY, YEAR and are incorporated by reference as though fully set forth herein.

SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT

DEPARTMENT

2. UNITS APPROVED
A total of six single family homes with six attached Accessory Dwelling Units are approved.

A covenant shall be recorded prior to final occupancy to ensure that there shall be no internal connection between the accessory dwelling unit and the principal dwelling unit throughout the lifetime of the home, nor shall the accessory dwelling unit ever be allowed to converted to be part of the principal dwelling unit.

3. PARKING REQUIREMENTS
The project shall provide five on-site parking spaces and one off-site parking space for each lot. Two on-site parking spaces shall be located within an enclosed garage and three on-site 1499

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parking spaces are to be open and proposed on the driveway. The one off-site parking space shall be provided along the west side of Cherryland Drive.

4. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building plans.

5. ACCURACY OF PROJECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of property data may invalidate this approval and may require additional review.

6. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department.

7. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. TM-2021-006 and RM-2022-015 to -016, -022, -023, -024, and -025.

8. PRIVACY PLANTING
The final privacy planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The variety, size, and planting distance shall be consistent with the City’s requirements.

9. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill height that is 5 feet or less from the second story finished floor. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence.

10. FRONT YARD TREE
The applicant shall indicate on site and landscape plans the location of a front yard tree to be located within the front yard setback area in order to screen the massing of the second story.

The front yard tree shall be a minimum 24-inch box and 6 feet planted height and otherwise be consistent with the City’s requirements.
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11. FRONT YARD TREE COVENANT
The property owner shall record a covenant on this property with the Santa Clara County Recorder’s Office that requires the retention and maintenance of the required front yard tree.

The precise language will be subject to approval by the Director of Community Development.

Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence.

12. LANDSCAPE PROJECT SUBMITTAL
Prior to issuance of building permits, the applicant shall submit a full Landscape Documentation Package, per sections 14.15.050 A, B, C, and D of the Landscape Ordinance, for projects with landscape area 500 square feet or more or elect to submit a Prescriptive Compliance Application per sections 14.15.040 A, B, and C for projects with landscape area between 500 square feet and 2,500 square feet. The Landscape Documentation Package or Prescriptive Compliance Application shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits, and additional requirements per sections 14.15.040 D, E, F, and G or 14.15.050 E, F, G, H, and I will be required to be reviewed and approved prior to final inspections.

13. EXTERIOR BUILDING MATERIALS/TREATMENTS
The final building exterior plan shall closely resemble the details shown on the original approved plans. Final building exterior treatment plan (including but not limited to details on exterior color, materials, architectural treatments, doors, windows, lighting fixtures, and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits to ensure quality and consistency. Any exterior changes determined to be substantial by the Director of Community Development shall either require a modification to this permit or a new permit based on the extent of the change.

14. DUST CONTROL
The following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site:
a. Water all exposed surfaces areas (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) at least twice daily and more often during windy periods to prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic stabilizers or dust palliatives. b. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. c. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
d. All vehicle speeds on unpaved roads shall be limited to 15 mph. e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
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f. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]).

The applicant shall incorporate the City’s construction best management practices into the building permit plan set prior to any grading, excavation, foundation or building permit issuance.

15. GRADING AND CONSTRUCTION HOURS AND NOISE LIMITS
a. All grading activities shall be limited to the dry season (April 15 to October 1), unless permitted otherwise by the Director of Public works.
b. Construction hours and noise limits shall be compliant with all requirements of Chapter

The applicant shall comply with the above grading and construction hours and noise limit requirements unless otherwise indicated.

16. DEMOLITION REQUIREMENTS
All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. 1502

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17. DARK SKY ORDINANCE COMPLIANCE
The applicant shall comply with Dark Sky Ordinance regulations, as applicable, prior to issuance of the building permit.

18. BIRD SAFE ORDINANCE COMPLIANCE
The applicant shall comply with the Bird Safe Ordinance regulations, as applicable, prior to issuance of the building permit.

19. NESTING BIRDS
Nests of raptors and other birds shall be protected when in active use, as required by the federal Migratory Bird Treaty Act and the California Department of Fish and Game Code. a. Construction and tree removal/pruning activities shall be scheduled to avoid the nesting season to the extent feasible. If feasible, tree removal and/or pruning shall be completed before the start of the nesting season to help preclude nesting. The nesting season for most birds and raptors in the San Francisco Bay area extends from February 1 through August

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d. A final report on nesting birds and raptors, including survey methodology, survey date(s), map of identified active nests (if any), and protection measures (if required), shall be submitted to the Planning Manager, through the building permit review process, and be completed to the satisfaction of the Community Development Director prior to the start of grading.

20. GEOLOGY AND SOILS
All grading and foundation plans for the proposed project shall be designed by a Civil and Structural Engineer, peer-reviewed by a third-party qualified Geotechnical Engineer, paid for by the applicant, and reviewed and approved by the City Engineer, and Chief Building Official, prior to issuance of building permit or grading permit, whichever comes first, to ensure that all geotechnical recommendations specified in the Geotechnical Investigation prepared for the proposed project by GeoEngineering Consultants are properly incorporated and utilized in the project design.

21. HAZARDS AND HAZARDOUS MATERIALS PHASE II RECOMMENDATIONS Prior to initiation of demolition or construction activities, the project applicant shall comply with all applicable recommendations within the Limited Phase II ESA prepared for the proposed project by ReDevelop Inc. including the excavation and proper disposal of OCP impacted soils, the development of a Health and Safety Plan to protect workers during grading and construction activities, and the installation of vapor barrier protection for residences. OCP-impacted soils located within the project site shall be removed to a depth of one foot and off-hauled by a licensed hazardous waste contractor (Class A) and contractor personnel that have completed 40-hour OSHA hazardous training. The soil shall be disposed of appropriately in accordance with applicable federal, State, and local regulations associated with hazardous waste. That the applicant has complied with the recommendations shall be verified by the City of Cupertino Community Development Department and the Santa Clara County Environmental Health Department through their Voluntary Cleanup Program, prior to the issuance of the first grading and/or building permit.

22. HAZARDS AND HAZARDOUS MATERIALS ASBESTOS AND/OR LEAD ASSESSOR

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conducted by a Cal-OSHA registered asbestos and lead abatement contractor in accordance with Title 8 CCR 1529 and Title 8 CCR 1532.1 regarding asbestos and lead training, engineering controls, and certifications. The applicant shall submit the work plan to the City of Cupertino for review and approval. The City has the right to defer the work plan to the Santa Clara County Department of Environmental Health for additional review. Materials containing more than one (1) percent asbestos that is friable are also subject to BAAQMD regulations. Removal of materials containing more than one (1) percent friable asbestos shall be completed in accordance with BAAQMD Section 11-2-303.

23. NOISE AND VIBRATION NOTICE AND SIGNAGE REQUIREMENTS a. At least 10 days prior to the start of any demolition, ground disturbing, or construction activities, the project applicant shall send notices of the planned activity by first class mail as follows:
i. For projects on sites that are more than 0.5 acres or four or more residential units the notices shall be sent to off-site businesses and residents within 500 feet of the project site;
ii. For projects on sites between 0.25 to 0.5 acres, or two or three residential units (not including Accessory Dwelling Units) notices shall be sent to off-site businesses and residents within 250 feet of the project site; or
iii. For projects on sites less than 0.25 acres or one residential unit, the notices shall be sent to off-site businesses and residents within 100 feet of the project site.

The notification shall include a brief description of the project, the activities that would occur, the hours when activity would occur, and the construction period’s overall duration. The notification should include the telephone numbers of the contractor’s authorized representatives that are assigned to respond in the event of a noise or vibration complaint. The project applicant shall provide the City with evidence of mailing of the notice, upon request.
b. At least 10 days prior to the start of construction activities, a sign shall be posted at the entrance(s) to the job site, clearly visible to the public, which includes permitted construction days and hours, as well as the telephone numbers of the City’s and contractor’s authorized representatives that are assigned to respond in the event of a noise or vibration complaint. If the authorized contractor’s representative receives a complaint, they shall investigate, take appropriate corrective action, and report the action to the City within three business days of receiving the complaint.

24. NOISE MANAGEMENT DURING CONSTRUCTION
Projects shall implement the following measures to reduce noise during construction and demolition activity:
a. The project applicant and contractors shall prepare and submit a Construction Noise Control Plan to the City’s Planning Department for review and approval prior to 1505

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issuance of the first permit during the Building Permit stage. The Construction Noise Plan shall demonstrate compliance with daytime and nighttime decibel limits pursuant to Chapter 10.48 (Community Noise Control) of Cupertino Municipal Code. The details of the Construction Noise Control Plan shall be included in the applicable construction documents and implemented by the on-site Construction Manager. Noise reduction measures selected and implemented shall be based on the type of construction equipment used on the site, distance of construction activities from sensitive receptor(s), site terrain, and other features on and surrounding the site (e.g., trees, built environment) and may include, but not be limited to, temporary construction noise attenuation walls, high quality mufflers. During the entire active construction period, the Construction Noise Control Plan shall demonstrate that compliance with the specified noise control requirements for construction equipment and tools will reduce construction noise in compliance with the City’s daytime and nighttime decibel limits. b. Select haul routes that avoid the greatest amount of sensitive use areas and submit to the City of Cupertino Public Works Department for approval prior to the start of the construction phase.
c. Signs will be posted at the job site entrance(s), within the on-site construction zones, and along queueing lanes (if any) to reinforce the prohibition of unnecessary engine idling.

All other equipment will be turned off if not in use for more than 5 minutes.

During the entire active construction period and to the extent feasible, the use of noise producing signals, including horns, whistles, alarms, and bells will be for safety warning purposes only. The construction manager will use smart back-up alarms, which automatically adjust the alarm level based on the background noise level or switch off back-up alarms and replace with human spotters in compliance with all safety requirements and law.

25. INDEMNIFICATION AND LIMITATION OF LIABILITY
As part of the application, to the fullest extent permitted by law, the applicant shall agree to indemnify, defend with the attorneys of the City’s choice, and hold harmless the City, its City Council, and its officers, employees, and agents (collectively, the “indemnified parties”) from and against any liability, claim, action, cause of action, suit, damages, judgment, lien, levy, or proceeding (collectively referred to as “proceeding”) brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant related to any Ordinance, Resolution, or action approving the project, the related entitlements, environmental review documents, finding or determinations, or any other permit or approval authorized for the project. The indemnification shall include but not be limited to damages, fees, and costs awarded against the City, if any, and cost of suit, attorneys’ fees, and other costs, liabilities, and expenses incurred in connection with such proceeding whether incurred by the Applicant, the City, or the parties initiating or bringing such proceeding.

The applicant shall agree to (without limitation) reimburse the City its actual attorneys’ fees and costs incurred in defense of the litigation. Such attorneys’ fees and costs shall include 1506

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amounts paid to the City’s outside counsel and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. The applicant shall likewise agree to indemnify, defend, and hold harmless the indemnified parties from and against any damages, attorneys’ fees, or costs awards, including attorneys’ fees awarded under Code of Civil Procedure section 1021.5, assessed or awarded against the indemnified parties. The Applicant shall cooperate with the City to enter a Reimbursement Agreement to govern any such reimbursement.

The Applicant shall agree that the City shall have no liability to the Applicant for business interruption, punitive, speculative, or consequential damages.

26. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions.

SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT

27. CHERRYLAND HOA
The existing Cherryland CC&Rs acknowledges the granting of a reciprocal easement of the private road for a future development of the western lot. Prior to Final Map approval as reviewed and approved by the Public Works Department, the developer/ applicant shall establish an agreement with the Cherryland HOA for ingress/egress and for maintenance that covers the fully widened private roadway Cherryland Drive. The agreement should consider how the private Cherryland Drive would be assessed for tax purposes to the adjacent property owners if the private drive were to be merged into one parcel.

28. LOT LINE ADJUSTMENT
Prior to issuance of Building Permits, the developer/applicant shall work with the Cherryland HOA to obtain consensus for, and to prepare, a lot line adjustment to create one parcel for the fully widened private Cherryland Drive. Developer/applicant shall submit the necessary documentation and fees to the Public Works Department for review and approval during building permit phase. The lot line adjustment would be executed after recordation of the Cherryland HOA Agreement and Final Map recordation.

29. STREET IMPROVEMENTS & DEDICATION
Roadway dedication in fee title and frontage improvements along McClellan Road will be required to the satisfaction of the Director of Public Works. Street improvement plans and 1507

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grading and drainage plans must be completed and approved prior to Final Map approval as reviewed and approved by the Public Works Department.

Additional comments will be provided during review of the plans and shall be incorporated prior to Final Map approval as reviewed by the Public Works Department.

30. ACCEPTANCE OF PROPERTY RIGHTS
The Public Works Director, or his/her designee, shall have the authority to accept all offers of dedications, easements, quitclaims and other property rights and interests on behalf of the City.

31. CURB AND GUTTER IMPROVEMENTS
Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the Director of Public Works. All improvements must be completed and accepted by the City prior to Building Final Occupancy or Street Improvement Encroachment Permit acceptance whichever comes first.

32. PEDESTRIAN AND BICYCLE IMPROVEMENTS
Prior to issuance of Building Permits, the developer shall provide/demonstrate the location of pedestrian and bicycle related improvements including, but not limited to, modifications to the raised island along McClellan Road due to the existing driveway removals and to meet trash collection requirements, consistent with the Cupertino Bicycle Transportation Plan and the Pedestrian Transportation Plan, and as approved by the Director of Public Works. All improvements must be completed and accepted by the City prior to Building Final Occupancy or Street Improvement Encroachment Permit acceptance whichever comes first.

33. STREET LIGHTING INSTALLATION
Prior to issuance of Building Permits, the developer/applicant shall demonstrate on the plans that lighting fixtures are be positioned so as to preclude glare and other forms of visual interference to adjoining properties and shall be no higher than the maximum height permitted by the zone in which the site is located. Street lighting shall be installed and shall be approved by the Director of Public Works prior to Building Final Occupancy.

34. GRADING
Prior to issuance of Building or Grading Permits, the developer/applicant shall demonstrate that grading is in accordance with Chapter 16.08 of the Cupertino Municipal Code and shall be reviewed and approved by the Director of Public Works. 401 Certifications and 404 permits 1508

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may also be required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate.

35. DRAINAGE
Prior to issuance of Building Permits, the developer/applicant shall demonstrate drainage designs and proposals to be reviewed and approved to the satisfaction of the Director of Public Works and satisfy any requirements from the environmental analysis. Hydrology and pre- and post-development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of the ten percent flood water surface elevation to the satisfaction of the Director of Public Works. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible.

Additional comments will be provided and shall be incorporated prior to Final Map approval.

36. C.3 REQUIREMENTS
C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer/applicant shall submit plans to be reviewed and approved by the Public Works Department that verify a minimum reservation of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, unless an alternative storm water treatment plan, that satisfies C.3 requirements, as reviewed and approved by the Director of Public Works prior to issuance of Building Permits.

The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan and a Storm Water Facilities Operation, Maintenance and Easement Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required.

All storm water management plans are required to obtain certification from a City approved third party reviewer.
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37. SUBDIVISION AGREEMENT
The project developer/applicant shall enter into a subdivision agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement and fees shall be executed and paid prior to Final Map approval as reviewed and approved by the Public Works Department.

38. FINAL MAP
A final map will be subject to City Council approval and shall be recorded prior to issuance of building permits. Existing buildings must be demolished prior to recordation of the final map as building(s) cannot straddle between lot lines and will be reviewed and approved by the Public Works department prior to recordation of final map.

39. TRANSPORTATION IMPACT FEES
The Project is subject to the payment of Transportation Impact Fees under City’s Transportation Impact Fee Program (Chapter 14.02 of the Cupertino Municipal Code) and payment shall be provided prior to issuance of Building Permits. 1510

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40. PARKS
The residential units are subject to the payment of parkland fees in-lieu of parkland dedication per Chapter 13.08 and Chapter 18.24 of the Cupertino Municipal Code and payment shall be provided prior to issuance of Building Permits.

41. SURVEYS
Prior to issuance of Building Permits, Boundary Survey and a horizontal control plan will be required for all new construction to ensure the proposed building will be set based on the boundary survey and setback requirements.

42. TRASH, RECYCLING AND COMPOST ENCLOSURES
Trash enclosure plans must be designed in accordance with the City’s “Public Works Guidelines posted at www.cupertino.org/nowaste, and to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is required prior to issuance of a building permit. (CMC 9.18.210 H & K) If the project requires trash collection along Cherryland Drive, the applicant and the adjacent Cherryland HOA shall enter into an agreement with the City prior to Final Map approval that indemnifies and holds harmless both the City and the refuse and recycling collection company (Recology) from and against any harm, damage or maintenance that may occur or become necessary to onsite paving stone driveway surfaces.

43. OPERATIONS & MAINTENANCE AGREEMENT
Developer shall enter into an Operations & Maintenance Agreement with the City prior to Final Map approval as reviewed and approved by the Public Works Department. The Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, landscaping, street trees, sidewalk, pavers, and streetlights.

44. UNDERGROUND UTILITIES
Developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino and shall coordinate with affected utility providers for installation of underground utility devices.

45. TRANSFORMERS & CABINETS
Electrical transformers, telephone cabinets and similar equipment shall be placed in underground vaults. The developer must receive written approval from both the Public Works Department and the Community Development Department prior to installation of any above ground equipment and prior to issuance of Building Permits. Should above ground equipment be permitted by the City, equipment and enclosures shall be screened with fencing 1511

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and landscaping such that said equipment is not visible from public street areas, as determined by the Community Development Department. Transformers shall not be located in the front or side building setback area.

46. WATER BACKFLOW PREVENTERS
Prior to issuance of Building Permits, the Domestic and Fire Water Backflow preventers and similar above ground equipment shall be placed away from the public right of way and site driveways to a location approved by the Cupertino Planning Department, Santa Clara County Fire Department and the water company.

47. BEST MANAGEMENT PRACTICES
Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans as reviewed and approved by the Public Works Department prior to issuance of Building Permits.

48. NPDES CONSTRUCTION GENERAL PERMIT
When and where it is required by the State Water Resources Control Board (SWRCB), the developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. Provide documentation to be reviewed and approved by the Public Works Department, prior to issuance of Buildings Permits.

49. EROSION CONTROL PLAN
Developer must provide an approved erosion control plan by a Registered Civil Engineer prior to issuance of Building, Demolition, or Grading Permits. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans.

50. WORK SCHEDULE
Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project.

51. TRAFFIC CONTROL PLAN
The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City prior to issuance of Building Permits. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 1512

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52. STREET TREES
Street trees shall be planted within the Public Right of Way to the satisfaction of the Director of Public Works and shall be of a type approved by the City in accordance with Ordinance No. 125. Street tree locations shall be reviewed and approved by the Public Works Department prior to issuance of Building Permits.

53. FIRE PROTECTION
Fire sprinklers shall be installed in any new construction to the approval of the City prior to issuance of Buildings Permits.

54. SANTA CLARA COUNTY FIRE DEPARTMENT
A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. Clearance should include written approval of the location of any proposed Fire Backflow Preventers, Fire Department Connections and Fire Hydrants (typically Backflow Preventers should be located on private property adjacent to the public right of way, and fire department connections must be located within 100’ of a Fire Hydrant).

55. FIRE HYDRANT
Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed and shall be reviewed and approved prior to issuance of Building Permits.

56. SAN JOSE WATER SERVICE COMPANY CLEARANCE
Provide San Jose Water Service Company approval for water connection, service capability and location and layout of water lines and backflow preventers prior to Final Map approval as reviewed and approved by the Public Works Department.

57. DEDICATION OF UNDERGROUND WATER RIGHTS
Developer shall “quit claim” to the City all rights to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley.

Documentation for quit claim shall be provided to the Public Works Department for review and approval prior to final map approval as reviewed and approved by the Public Works Department.

58. SANITARY DISTRICT
A letter of clearance or sign off of street improvement plans for the project shall be obtained from the Cupertino Sanitary District prior to Final Map approval as reviewed and approved by the Public Works Department.

59. UTILITY EASEMENTS
Clearance approvals from the agencies with easements on the property (including PG&E, AT&T, and San Jose Water Company, and/or equivalent agencies) will be required prior to Final Map approval as reviewed and approved by the Public Works Department. 1513

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SECTION V: CONDITIONS ADMINISTERED BY THE SANTA CLARA COUNTY FIRE

DEPARTMENT

60. FIRE DEPT. APPARATUS ACCESS ROADWAYS
Prior to issuance of final map approval as reviewed and approved by the Public Works Department, all such roadways shall be minimum 20 feet in width, a minimum vertical clearance of 13' 6", maximum grade of 15%, with a minimum circulating outside radius of 42'.

61. FIRE PLANES REQUIRED
Where required by the Fire Code Official and shall be reviewed and approved prior to issuance of Building Permits, fire apparatus access roads shall be designated and marked as a fire lane as set forth in Section 22500.1 of the California Vehicle Code and the SCCFD A-6 Standard.

62. PARKING
Prior to issuance of Building Permits, the developer/applicant shall demonstrate when parking is permitted on streets, in both residential/commercial applications, it shall conform to the following:

63. FIRE HYDRANT SYSTEMS REQUIRED
Prior to issuance of Building Permits, the developer/applicant shall demonstrate that where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 400 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, onsite fire hydrants and mains shall be provided where required by the fire code official. Exception: For Group R-3 and Group U occupancies, equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3, the distance 1514

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requirement shall be not more than 600 feet [CFC, Section 507.5.1]. Proposed parcels are all located within 600 feet of the existing fire hydrant.

64. REQUIRED FIRE FLOW
Documentation from the local water purveyor confirming the required fire flow @ 20 psi, based upon the SF of the largest proposed residence, shall be provided prior to building permit issuance. Fire flow shall be confirmed at plan review of Building Permits.

SECTION VI: CONDITIONS ADMINISTERED BY THE ENVIRONMENTAL SERVICES

DIVISION

65. ENVIRONMENTAL DIVISION STANDARDS
Prior to issuance of Building permits, the applicant shall comply with the additional requirements related to construction and demolition waste recycling and PCB mitigation during the building permit review phase.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino this 18th day of October, 2022 by the following vote:

Members of the City Council
AYES:

NOES:

ABSENT:

ABSTAIN:

SIGNED:
________
Darcy Paul, Mayor
City of Cupertino
________________________
Date
ATTEST:
________
Kirsten Squarcia, City Clerk
________________________
Date
1515
RESOLUTION NO. ____

A RESOLUTION OF THE CUPERTINO CITY COUNCIL

APPROVING SIX MINOR RESIDENTIAL PERMITS TO ALLOW

SIX NEW SECOND-STORY BALCONIES LOCATED
AT 20860 MCCLELLAN ROAD
SECTION I: PROJECT DESCRIPTION
Application No.: RM-2022-015, -016, -022, -023, -024, -025 Applicant: District McClellan LLC, c/o Alok Damireddy
Location: 20860 McClellan Road; APN#359-20-030
SECTION II: FINDINGS FOR A MINOR RESIDENTIAL PERMIT:

WHEREAS, the City of Cupertino received applications for six Minor Residential Permits to allow six second story balconies; and
WHEREAS, the project is determined to be categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 of CEQA Guidelines; and WHEREAS, on September 13, 2022, the Planning Commission held a duly noticed public hearing to receive staff’s presentation and public testimony, and to consider the information contained in the Infill Exemption Memorandum along with all staff reports, other pertinent documents, and all written and oral statements received prior to and at the public hearing; and WHEREAS, on September 13, 2022 the Planning Commission recommended on a 3-2 vote that the City Council find the project exempt from CEQA, approve Tentative Tract Map (TM-2021-006 in substantially similar form to the Resolution presented (Resolution No. 6957) and approve six Two Story Permits (R-2021-040 to R-2021-045) in substantially similar form to the Resolution presented (Resolution No. 6958); and
WHEREAS, all necessary public notices having been given as required by the Cupertino Municipal Code and the Government Code, and the City Council held at least one public hearing in regard to this application on October 18, 2022; and
WHEREAS, the City Council of the City of Cupertino is the decision-making body for this Resolution; and
WHEREAS, the applicant has met the burden of proof required to support the application for six Minor Residential Permits; and
WHEREAS, the City Council finds as follows with regard to this application:
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2. The granting of the permit will not result in a condition that is detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, or welfare; and
The granting of the permits will not result in a condition that is detrimental or injurious to property improvements in the vicinity, and will not be detrimental to the public health, safety or welfare as the project is located within the R1-7.5 (Single Family Residential) zoning district, and will be compatible with the surrounding uses of the neighborhood. The project meets the building development regulations of the R-1 Ordinance and complies with the privacy protection measures to ensure that visual impacts to adjacent neighbors are mitigated.

4. Adverse visual impacts on adjoining properties have been reasonably mitigated.

Any potential adverse visual impacts on adjoining properties have been reasonably mitigated through adherence to the setback requirements and privacy protection measures of the R-1 Ordinance. The proposed balconies for the project comply with the setback requirements for the R1-7.5 zoning district.

The R-1 Ordinance allows property owners the ability to construct second-story balconies as long as privacy protection trees and/or shrubs are planted as required by the ordinance. The project complies with the privacy screening requirements of the R-1 Ordinance by providing privacy screening plantings for the second-story balcony along the rear (eastern) property line and signed privacy waivers for the right (southern) and left (northern) property lines. Per the R-1 Ordinance, the objective of privacy protection plantings is to provide substantial screening within three years of planting. Privacy protection plantings are considered Protected Trees under the City’s Municipal Code (Chapter 14.18) and are recorded as such with a covenant against the property to inform current and future property owners about their protected status. Protected trees are not permitted to be removed without obtaining a tree removal permit and providing replacement plantings.

EXHIBIT RM

1. Exercises its independent judgment and determines that the Project is exempt from CEQA pursuant to CEQA Guidelines section 15332. Section 15332 exemption applies projects characterized as in-fill development meeting the following criteria:
a. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. b. The proposed development occurs within the city limits on a project site of no more than five acres substantially surrounded by urban uses.
c. The project site has no value as habitat for endangered, rare or threatened species. d. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
e. The site can be adequately served by all required utilities and public services.

2. Approve, the application for six Minor Residential Permits, Application No.’s RM-2022-015, -016, -022, -024, -023, -025, and

3. Find that the subconclusions upon which the findings and conditions specified in this Resolution are based are contained in the Public Hearing record concerning Application no.’s RM-2022-015, -016, -022, -023, -024, -025 as set forth in the Minutes of the City Council Meeting of MONTH DAY, YEAR and are incorporated by reference as though fully set forth herein.

SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT

DEPARTMENT

1. APPROVED EXHIBITS
The approval is based on a plan set entitled “District McClellan “, consisting of one hundred and twenty nine (129) sheets except as may be amended by conditions in this resolution. In the event there are conflicts between the floor plan, cross sections and elevation drawings, the elevation drawings take precedence.

2. BALCONIES APPROVED
A total of six balconies, one for each residential unit within the proposed development is approved as indicated in the attached plan set. The size and location of the balconies shall not be changed without review and approval of the City with permits as needed. A reduction in the size of the balcony is permitted.

3. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building plans.
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4. ACCURACY OF PROJECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of property data may invalidate this approval and may require additional review.

5. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department.

6. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. TM-2021-006 and R-2021-040 to R-2021-045.

7. PRIVACY PLANTING
The final privacy planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The variety, size, and planting distance shall be consistent with the City’s requirements.

8. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill height that is 5 feet or less from the second story finished floor. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence.

9. EXTERIOR BUILDING MATERIALS/TREATMENTS
The final building exterior plan shall closely resemble the details shown on the original approved plans. Final building exterior treatment plan (including but not limited to details on exterior color, materials, architectural treatments, doors, windows, lighting fixtures, and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits to ensure quality and consistency. Any exterior changes determined to be substantial by the Director of Community Development shall either require a modification to this permit or a new permit based on the extent of the change.

10. GEOLOGY AND SOILS
All grading and foundation plans for the proposed project shall be designed by a Civil and Structural Engineer, peer-reviewed by a third-party qualified Geotechnical Engineer, paid for by the applicant, and reviewed and approved by the City Engineer, and Chief Building Official, prior to issuance of building permit or grading permit, whichever comes 1519

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first, to ensure that all geotechnical recommendations specified in the Geotechnical Investigation prepared for the proposed project by GeoEngineering Consultants are properly incorporated and utilized in the project design.

11. HAZARDS AND HAZARDOUS MATERIALS PHASE II RECOMMENDATIONS Prior to initiation of demolition or construction activities, the project applicant shall comply with all applicable recommendations within the Limited Phase II ESA prepared for the proposed project by ReDevelop Inc. including the excavation and proper disposal of OCP impacted soils, the development of a Health and Safety Plan to protect workers during grading and construction activities, and the installation of vapor barrier protection for residences. OCP-impacted soils located within the project site shall be removed to a depth of one foot and off-hauled by a licensed hazardous waste contractor (Class A) and contractor personnel that have completed 40-hour OSHA hazardous training. The soil shall be disposed of appropriately in accordance with applicable federal, State, and local regulations associated with hazardous waste. That the applicant has complied with the recommendations shall be verified by the City of Cupertino Community Development Department and the Santa Clara County Environmental Health Department through their Voluntary Cleanup Program, prior to the issuance of the first grading and/or building permit.

12. HAZARDS AND HAZARDOUS MATERIALS ASBESTOS AND/OR LEAD ASSESSOR

CONSULTATION
Prior to issuance of a demolition permit for on-site structures, the project applicant shall consult with certified Asbestos and/or Lead Risk Assessors to complete and submit for review to the Building Department an asbestos and lead survey. If asbestos containing materials or lead-containing materials are not discovered during the survey, further mitigation related to asbestos-containing materials or lead containing materials shall not be required. If asbestos containing materials and/or lead-containing materials are discovered by the survey, the project applicant shall prepare a work plan to demonstrate how the on-site asbestos-containing materials and/or lead-containing materials shall be removed in accordance with current California Occupational Health and Safety (CalOSHA) Administration regulations and disposed of in accordance with all CalEPA regulations, prior to the demolition and/or removal of the on-site structures. The plan shall include the requirement that work shall be conducted by a Cal-OSHA registered asbestos and lead abatement contractor in accordance with Title 8 CCR 1529 and Title 8 CCR 1532.1 regarding asbestos and lead training, engineering controls, and certifications.

The applicant shall submit the work plan to the City of Cupertino for review and approval. The City has the right to defer the work plan to the Santa Clara County Department of Environmental Health for additional review. Materials containing more than one (1) percent asbestos that is friable are also subject to BAAQMD regulations.

Removal of materials containing more than one (1) percent friable asbestos shall be completed in accordance with BAAQMD Section 11-2-303.
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13. IDEMNIFICATION AND LIMITATION OF LIABILITY
As part of the application, to the fullest extent permitted by law, the applicant shall agree to indemnify, defend with the attorneys of the City’s choice, and hold harmless the City, its City Council, and its officers, employees, and agents (collectively, the “indemnified parties”) from and against any liability, claim, action, cause of action, suit, damages, judgment, lien, levy, or proceeding (collectively referred to as “proceeding”) brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant related to any Ordinance, Resolution, or action approving the project, the related entitlements, environmental review documents, finding or determinations, or any other permit or approval authorized for the project. The indemnification shall include but not be limited to damages, fees, and costs awarded against the City, if any, and cost of suit, attorneys’ fees, and other costs, liabilities, and expenses incurred in connection with such proceeding whether incurred by the Applicant, the City, or the parties initiating or bringing such proceeding.

The Applicant shall agree that the City shall have no liability to the Applicant for business interruption, punitive, speculative, or consequential damages.

14. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino this 18th day of October, 2022 by the following vote:

Members of the City Council
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AYES:

NOES:

ABSENT:

ABSTAIN:

SIGNED:
________
Darcy Paul, Mayor
City of Cupertino
________________________
Date
ATTEST:
________
Kirsten Squarcia, City Clerk
________________________
Date
1522
City of Cupertino
Community Development Department
20860 McClellan Road Subdivision Project
Categorical Exemption Memorandum
September 2022
Prepared by
1501 Sports Drive, Suite A, Sacramento, CA 95834
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TABLE OF CONTENTS
A. Introduction and Summary...............................................................................................2 B. Project Description ..........................................................................................................2 C. Discussion.......................................................................................................................6 D. Conclusion ....................................................................................................................21

FIGURES
Figure 1 Regional Project Location ............................................................................................ 3 Figure 2 Project Site Boundaries Map........................................................................................ 4 TABLES
Table 1 Proposed Lot and Residence Sizes............................................................................... 5 Table 2 Construction Equipment Noise .....................................................................................12 Table 3 BAAQMD Thresholds of Significance ...........................................................................13 Table 4 Maximum Unmitigated Construction Emissions (lbs/day) .............................................14 Table 5 Maximum Unmitigated Operational Emissions .............................................................16

APPENDICES
Appendix A: Arborist Report
Appendix B: Air Quality and Greenhouse Gas Modeling Results Appendix C: Preliminary Stormwater Analysis
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A. INTRODUCTION AND SUMMARY
On October 20, 2015, the City of Cupertino adopted an amended General Plan1 and certified an associated Environmental Impact Report (EIR).2 The General Plan EIR is a program EIR, prepared pursuant to Section 15168 of the CEQA Guidelines (Title 14, California Code of Regulations, Sections 15000 et seq.). The General Plan EIR analyzed full implementation of the General Plan and identified measures to mitigate the significant adverse impacts associated with buildout of the General Plan.

Section 21084 of the Public Resources Code requires the CEQA Guidelines to include a list of classes of projects which have been determined not to have a significant effect on the environment and which shall, therefore, be exempt from the provisions of CEQA. In response to that mandate, the Secretary of the Natural Resources Agency has found that several classes of projects listed in Article 19 do not have a significant effect on the environment and, thus, are declared to be categorically exempt from the requirement for the preparation of environmental documents.

The purpose of this Memorandum is to evaluate the 20860 McClellan Road Project (proposed project) to determine whether the proposed project is exempt from review under CEQA. As will be demonstrated below, the proposed project can be considered exempt from CEQA, consistent with CEQA Guidelines Section 15332, In-Fill Development Projects. In addition, none of the exceptions to categorical exemptions specified by CEQA Guidelines Section 15300.2 are applicable to the proposed project.

B. PROJECT DESCRIPTION
The following provides a description of the project site’s current location and setting, as well as the proposed project components and the discretionary actions required for the project.

Project Location and Setting
The approximately 1.25-acre project site (APN 359-20-030) is located at 20860 McClellan Road in the City of Cupertino, California (see Figure 1). The project site is currently developed with a singlefamily residence, garage, and accessory structure in the northern portion of the site, as well as a barn and truck yard in the southern portion of the site, which are used as rental storage space for automobiles and boats. The barn is constructed of wood with a bare dirt floor and has an attached workshop to the north with a concrete foundation. The workshop is used by the current on-site tenant for private vehicle maintenance. In addition, various piles of debris are located throughout the site, including a pile of debris that contains discarded gas cans, paint, and spray paint cans in the northeast corner of the site. The site was historically used as a fruit orchard in the 1940s to early 1960s. A total of 21 trees remain scattered throughout the site. The project site is bound by McClellan Road to the north and Cherryland Drive to the east. Surrounding existing uses include single-family residences to the north, across McClellan Road, east, across Cherryland Drive, and south; and two churches and an adult day services center to the west. De Anza College is located approximately 0.25-mile northwest of the project site (see Figure 2). The site is located approximately 0.4-mile from State Route (SR) 85, and approximately 1.3-miles south of SR 280.

The Cupertino General Plan designates the site as Low Density Residential (1-5 dwelling units per acre [du/ac]) and the site is zoned Single-Family Residential with a minimum lot area of 10,000 square feet (sf) (R1-10).
1 City of Cupertino. General Plan: Community Vision 2015 – 2040. Adopted October 20, 2015. 2 City of Cupertino. General Plan Amendment, Housing Element Update, and Associated Rezoning Draft EIR. June 18, 2014.
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Figure 1
Regional Project Location
Project Location
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Figure 2
Project Site Boundaries Map
De Anza College
Single-Family
Residences
Single-Family
Residences
Single-Family
Residences
New Life Church
Live Oak Adult
Day Services
St. Jude’s
Episcopal Church
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Project Components
The proposed project would include demolition of all existing buildings and removal of a number of on-site unprotected trees as reviewed in the Arborist Report (see Appendix A) to allow for the development of six residences on lots ranging from 7,526 sf to 9,615 sf.

Each residential lot would include a two-story single-family residence ranging in size between 2,970 sf and 3,610 sf of living space, a two-car garage, and one accessory dwelling unit (ADU) ranging between 557 sf and 600 sf. Table 1 provides a more detailed breakdown of the proposed on-site development.

Table 1
Proposed Lot and Residence Sizes
Lot
Lot Size
(sf)
Residence
Size (sf)
ADU
Size (sf)
Garage
Size (sf)
Floor Area Ratio
(FAR) (%)
Lot Coverage
(%)
1 8,581 3,304 563 415 43% 29.5%
2 7,535 2,970 600 415 44.9% 29.9%
3 7,532 2,970 600 415 44.9% 29.9%
4 7,526 2,970 600 415 45% 30%
5 8,469 3,330 557 415 43.3% 30%
6 9,615 3,610 560 415 42% 31%
Each residence would include a two-car garage, and three off-street uncovered driveway spaces.

In addition, six off-site, guest parking spaces will be available on Cherryland Drive, for a total of 36 parking spaces to be developed as part of the proposed project. Access to each of the proposed residential lots would be provided by 20-foot wide, full-access driveways located along Cherryland Drive, which would connect each proposed garage to the roadway. The proposed project would include roadway improvements, such as the widening of Cherryland Drive by 14.5 feet to allow for curb, gutter, sidewalk and parking along the western portion of Cherryland Drive and to facilitate two-lane travel and an emergency fire truck turnaround along the fully-widened private road.

Each lot would include between 2,538 sf and 3,653 sf of landscaped areas. Landscaping would include, but not be limited to, trees, shrubs, ground cover, and lawn areas. Furthermore, the landscaping plan includes a privacy protection planting plan as required to comply with Cupertino Municipal Code Section 19.28.120, Landscape Requirements. The privacy protection plan provides screening shrubs to be installed along the property lines based on the 30-degree cone of vision from the window jamb, of the proposed residences viewsheds, as defined in the Municipal Code, in order to mitigate privacy impacts to adjacent neighbors. All landscaping improvements would be consistent with Chapter 14.15, Landscape Ordinance, of the City’s Municipal Code and would be irrigated by an automatic irrigation system. The project will include a landscape documentation package to be submitted for review and approval by the Planning Division prior to building permit issuance and the project is conditioned to comply with the Water Efficient Landscape Ordinance requirements pursuant to Cupertino Municipal Code Chapter

14.15. The proposed project would remove up to 17 unprotected trees of the 21 trees as reviewed in the Arborist Report prepared by Advanced Tree Care (see Appendix A) that currently exist on-site, eight of which are currently unhealthy or dead. However, 13 trees would be planted within the project site to replace the trees proposed to be removed. The proposed tree removal does not include the removal of protected trees pursuant to Cupertino Municipal Code Section 14.18.050; therefore, a tree removal permit is not required for the proposed project. 1528
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Stormwater runoff within the project site would flow to a series of bioretention basins located in the landscaped areas of the project site. Each individual lot would have its own independent bioretention basin. Roof and yard drainage would filter through landscaped areas to provide storm water pre-treatment before being directed into the basins. The bioretention basins would have a maximum ponding depth of 9 inches, with 24-inch soil media backfill placed over 18-inch drain rock bed. The project would also include permeable pavement for the proposed driveways and roadway to further reduce impervious surfaces and promote stormwater infiltration. A series of new pipes, including a 24-inch detention pipe, would collect and detain the on-site stormwater and convey any overflow water to the existing 30-inch stormwater drainage pipe located along McClellan Road.3
Infrastructure required to provide utilities such as water and sewer to the proposed residences would include connections to the existing utility mains within the project vicinity. Specifically, the proposed project would include connection to the existing six-inch water main and eight-inch sewer main located along Cherryland Drive, at the eastern boundary of the project site. Electricity would be provided to the project site by PG&E transmission and distribution systems; however, the project site is supplied energy by Silicon Valley Clean Energy, a local Community Choice Electricity (CCE) Aggregator, which provides 100 percent carbon-free electricity. It should be noted that each residential unit has the option to “opt-out” from the CCE and revert to PG&E for both electricity supply and distribution services. In addition, in accordance with the 2019 Building Energy Efficiency Standards, the proposed project would be required to include on-site renewable energy systems (using either the performance pathway or prescriptive compliance) to meet each home’s expected annual electric needs.

While, the project would be within the allowed density of the site’s current 1-5 dwelling unit per acre Low Density Residential General Plan land use designation, the project does not meet the City’s zoning standards of minimum lot size of 10,000 sf per lot. However, under changes to the Housing Accountability Act (AB 3194), in effect since 2018, developments do not have to meet the zoning standard if the zoning standard prohibits the development of the site at the densities allowed under the General Plan. As a result, a rezone would not be required for the proposed project. As discussed in further detail below, state law allows the City to determine that the closest appropriate zoning district standards for the proposed project – which it has determined to be the standards set forth in Chapter 19.28 of the Cupertino Municipal Code for the following zoning district: SingleFamily Residential with a minimum lot area of 7,500 sf (R1-7.5).

Project Approvals
The proposed project would require the following approvals from the City of Cupertino:
• Approval of a Tentative Tract Map to subdivide one parcel into six parcels; • Approval of six Two-Story Permits to develop six two-story single-family homes; and • Approval of six Minor Residential Permits for six second-story balconies, one with each residence.

C. DISCUSSION
The following section contains substantial evidence showing that the proposed project can be considered exempt from CEQA and is not subject to any of the exceptions set forth in Section 15300.2 of the CEQA Guidelines. As demonstrated in the analysis below, the proposed project qualifies for exemption under CEQA Guidelines Section 15332, Class 32. 3 City of Cupertino. Storm Drain Master Plan. September 2018. 1529
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In-Fill Development Project Exemption
Article 19 of the CEQA Guidelines, Sections 15300 through 15333, includes a list of classes of projects that have been determined not to have a significant effect on the environment, and are therefore exempt from CEQA. Section 15332 of the CEQA Guidelines provides a categorical exemption for infill development projects that meet the following criteria:
(a) The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations.
(b) The proposed development occurs within the city limits on a project site of no more than five acres substantially surrounded by urban uses. (c) The project site has no value as habitat for endangered, rare or threatened species.
(d) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
(e) The site can be adequately served by all required utilities and public services.

The applicability of the above criteria to the proposed project is described in the following sections.

Criterion 15332(a): General Plan and Zoning Consistency The CEQA Guidelines provide that a project is “consistent” with applicable general plan and zoning standards if “the density of the proposed project is the same or less than the standard expressed for the involved parcel in the general plan, community plan or zoning action for which an EIR has been certified, and that the project complies with the density-related standards contained in that plan or zoning.” (CEQA Guidelines, Section 15183(i)(2)) The City’s General Plan designates the site Low Density Residential at a density of 1-5 dwelling units per acre and the site is zoned R1-10. The Low Density Residential (1-5 du/ac) land use designation is intended to promote a suburban lifestyle of detached single-family homes. According to the City’s General Plan, planned residential communities can be incorporated into the Low Density Residential land use category if the development form is compatible with adjoining residential development. The Low Density Residential land use designation allows for a density of one to five du/ac. The maximum residential unit yield for the 1.25-acre project site at the maximum density of five dwelling units per acre is six units, which is what the applicant proposes. Thus, the project would be consistent with the maximum allowable density for the land use designation and compatible with surrounding densities within the neighborhood.

The R1 zoning districts are divided into multiple subzones allowing for a range of permitted residential densities. With regard to zoning, according to Section 19.28.010 of the City’s Municipal Code, the R1 single-family residence districts are intended to create, preserve, and enhance areas suitable for detached dwellings in order to enhance the identity of residential neighborhoods, ensure provision of light, air and a reasonable level of privacy to individual residential parcels, ensure a reasonable level of compatibility in scale of structures within residential neighborhoods, and reinforce the predominantly low-intensity setting in the community. According to the Housing Accountability Act (Government Code section 65589.5(j)(4)):

A proposed housing development project is not inconsistent with the applicable zoning standards and criteria, and shall not require a rezoning, if the housing development project is consistent with the objective general plan standards and criteria but the zoning for the project site is inconsistent with the general plan. […] the local agency may require the proposed housing development project to comply with the objective standards and criteria of the zoning which is consistent with the general plan, however, the standards and criteria 1530
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shall be applied to facilitate and accommodate development at the density allowed on the site by the general plan and proposed by the proposed housing development project.

The California Department of Housing and Community Development (HCD) Guidance provides an example of how this standard should be applied in practice, stating that “[…] if a site has a general plan land use designation of high density residential, but the site is zoned industrial, then a local government can require the project to comply with objective development standards in zoning districts that are consistent with the high density residential designation, such as a multifamily high density residential zone.”4
Because buildout of the project site consistent with the R1-10 zoning standards would not allow the development of six units on the site, based on HCD’s Guidance, the project is deemed consistent with applicable zoning standards pursuant to Government Code section 65589.5(j)(4).

However, the City could apply objective standards in the Zoning Ordinance that are consistent with the General Plan density, such as the R1-7.5 zoning standards. The project site is approximately 54,244 sf, and the parcels adjacent to the project site are primarily zoned R1-7.5 or R1-6. Therefore, the City has determined that the appropriate zoning district standards for the proposed project would be the standards set forth in Chapter 19.28 of the Cupertino Municipal Code for the R1-7.5 zoning district. As such, a rezone would not be required for the proposed project.

To ensure the proposed project would comply with applicable General Plan policies and zoning regulations adopted for the purpose of avoiding and/or mitigating adverse environmental effects, such as the City’s Tree Protection Ordinance, an Arborist Report was prepared for the proposed project by Advanced Tree Care (see Appendix A), to assess all trees on-site and evaluate the health and structural condition of the trees. Based on a visual inspection from the ground, the Arborist Report determined which trees could be preserved and removed, and provided guidelines for tree preservation during the design, construction, and maintenance phases of development.

According to the Arborist Report, the project site currently contains 21 trees, three of which are considered protected trees pursuant to Chapter 14.18 of the Cupertino Municipal Code. The proposed project does not include the three protected trees on-site, but does include the removal of 17 unprotected trees. Nonetheless, to avoid any inadvertent damage to the three protected trees that would be retained on-site during development of the proposed project, pursuant to Section 14.18.060 of the Municipal Code, the project applicant would be required to adopt a maintenance plan for the protected trees that would be implemented as part of the project. Based on the City’s Municipal Code standards, activities required by the maintenance plan may include, but are not limited to, pruning, and the establishment of tree protection zones during construction of the proposed project. Furthermore, while not anticipated, if the proposed project would require removal of any of the three protected trees during construction, pursuant to Section 14.18.050 of the City’s Municipal Code, a Tree Removal Permit must be obtained. The information required when submitting a Tree Removal Permit application, includes, but is not limited to, the following:
• A drawing outlining the location of the tree(s) and proposed tree replacements. • A written explanation of why the tree(s) should be removed. • An Arborist report prepared by a certified, licensed Arborist assessing the proposed removal and replacement.

In addition, the City would impose tree replacement standards or in-lieu fees pursuant to Section

14.18.160 of the Municipal Code for any protected trees proposed for removal. Because the 4 California Department of Housing and Community Development Division of Housing Policy Development. Housing Accountability Act Technical Assistance Advisory (Government Code Section 65589.5). September 15, 2020. 1531
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proposed project would comply with Chapter 14.18 of the City’s Municipal Code, the project would not conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance.

The proposed project would also comply with other applicable General Plan policies and zoning regulations adopted for the purpose of avoiding and/or mitigating adverse environmental effects.

For example, the proposed project would comply with all relevant City policies and guidelines, including, but not limited to, the standards set forth in Chapter 10.48, Community Noise Control, Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, and Chapter 17.04, Environmental Protections Ordinance, of the City’s Municipal Code. Chapter 17.04 of the City’s Municipal Code provides standard environmental protection requirements that all construction projects must meet, including but not limited to environmental mitigation measures, standard technical report submittal requirements, and standard permit submittal requirements.

Based on the above, the proposed project meets Criterion 15332(a).

Criterion 15332(b): Project Location, Size, and Context The project site consists of a 1.25-acre parcel located within the Cupertino city limits. The project site is currently developed and is surrounded by existing development. Thus, the proposed project meets Criterion 15332(b).

Criterion 15332(c): Endangered, Rare, or Threatened Species Endangered, rare, or threatened species include those plant and wildlife species that have been formally listed, are proposed as endangered or threatened, or are candidates for such listing under the federal and State Endangered Species Acts. Both acts afford protection to listed and proposed species.

A search of the California Natural Diversity Database (CNDDB) was conducted in November 2021 for the project site U.S. Geological Survey (USGS) topographic quadrangle to identify if any endangered, rare, or threatened species have the potential to exist within the project site. The intent of the database review was to identify documented occurrences of endangered, rare, or threatened species in the vicinity of the project area, to determine their locations relative to the project site, and to evaluate whether the site meets the habitat requirements of such species.

The project site is currently developed. As such, the project site does not contain sensitive habitats supporting endangered, rare, or threatened species, and the site does not meet the habitat requirements for any of the documented endangered, rare, or threatened species known to occur within the project region. Additionally, all documented occurrences of the endangered, rare, or threatened species identified have occurred outside of the immediate project vicinity. Based on the limited habitat provided on-site and the developed nature of the project area, along with the previously recorded locations of endangered, rare, or threatened species occurrences in the project region, as specified in the CNDDB search results, endangered, rare, or threatened plant and wildlife species are not likely to occur on the project site and would not be impacted by the proposed project. Moreover, this section of the exemption criteria focuses narrowly on whether the project site has value as habitat for endangered, rare, or threatened species. Thus, the relevant inquiry is not whether any endangered, rare, or threatened species could occur on-site due to the habitat types present, but, more specifically, whether on-site habitats provide value to endangered, rare, or threatened species. As stated above, the project site does not contain any valuable habitat for endangered, rare, or threatened species and, thus, the proposed project meets Criterion 15332(c).
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In addition, while not endangered, rare, or threatened species listed under the federal and State Endangered Species Acts and, thus, not subject to Criterion 15332(c), the potential exists for nesting birds and raptors protected under Migratory Bird Treaty Act (MBTA) of 1918 to occur within the existing on-site trees. Under the MBTA, destroying active nests, eggs, and young is illegal. In addition, although special-status bat species are not known to occur within the project site, if vacated prior to the initiation of demolition activities, the existing on-site structures could provide suitable roosting habitat for special-status bat species. Special-status bat species include any bat species listed as California Department of Fish and Wildlife (CDFW) Species of Special Concern, which are species that face extirpation in California if current population and habitat trends continue. Although CDFW Species of Special Concern generally do not have special legal status, they are given special consideration under CEQA. Nonetheless, habitat for nesting birds and raptors and roosting bats is not uncommon within the project area. Furthermore, the City standard conditions of approval related to the protection of nesting birds, consistent with Section

17.04.050(D)(1) of the Cupertino Municipal Code, as well as City standard conditions of approval related to the protection of special-status bats, consistent with Section 17.04.050(D)(2) of the Cupertino Municipal Code would be implemented, which would ensure that impacts to nesting raptors, migratory birds, and other protected birds, as well as special-status bats, would not occur.

Again, the above discussion is for informational purposes and the aforementioned species are not subject to Criterion 15332(c), which focuses on endangered, rare, or threatened species and their habitat.

Based on the above, the proposed project meets Criterion 15332(c).

Criterion 15332(d): Traffic, Noise, Air Quality, and Water Quality The following sections present analysis regarding potential effects related to traffic, noise, air quality, and water quality resulting from implementation of the proposed project.

Traffic
Section 15064.3 of the CEQA Guidelines provides specific considerations for evaluating a project’s transportation impacts. Pursuant to Section 15064.3, analysis of vehicle miles travelled (VMT) attributable to a project is the most appropriate measure of transportation impacts. Other relevant considerations may include the effects of the project on transit and non-motorized travel.

The Governor’s Office of Planning and Research (OPR) released The Technical Advisory on Evaluating Transportation Impacts in CEQA, which includes screening thresholds to identify when a lead agency may screen out VMT impacts.5 The City of Cupertino adopted VMT thresholds of significance in March 2021, pursuant to CEQA Guidelines Section 15064.7(b), which are based upon the Governor’s OPR’s screening thresholds. Similar to the OPR Technical Advisory, the City of Cupertino VMT thresholds identify different project types that are assumed to cause a lessthan-significant transportation impact and, thus, a detailed VMT study is not necessary. The OPR recommendations include the following screening criteria:
• Office or residential projects not exceeding a level of 15 percent below existing VMT per capita;
• Projects (including office, residential, retail, and mixed-use developments) proposed within half a mile of an existing major transit stop or within a quarter of a mile of an existing stop along a high-quality transit corridor;
• Projects proposing 100 percent affordable residential development in infill locations; and • Projects that generate or attract fewer than 110 trips per day. 5 Governor’s Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA.

December 2018.
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Any project that meets any of the above criteria would be considered to result in a less-thansignificant impact related to VMT.

Although Chapter 17.08 of the Cupertino Municipal Code, which identifies the City’s VMT thresholds, does not specifically include the screening criterion for projects that generate or attract fewer than 110 trips per day, the City generally relies on the OPR Guidelines regarding small projects.6

The anticipated trip generation for the proposed project was estimated using standard rates published in the 10th Edition of the ITE Trip Generation Manual (2017). A trip rate of 9.44 average daily trips (ADT) per residential unit, based on the ITE “Single-Family Residential” land use (ITE Land Use Category #210), was applied to the six proposed single-family residences. In addition, because the ITE Trip Generation Manual does not provide trip rates for ADUs, the trip rate of 7.32 ADT, based on the ITE “Multi-Family Housing (Low-Rise)” land use (ITE Land Use Category #220), was conservatively applied to the six proposed ADUs. Based on the ITE trip rates described above, the proposed project would be expected to generate an average of 101 trips per day. Therefore, the proposed project would meet the OPR screening criteria for projects that generate or attract fewer than 110 trips per day, and the project would not be considered to conflict or be inconsistent with CEQA Guidelines Section 15064.3(b). Consequently, the proposed project would result in a less-than-significant effect related to VMT.

Noise
Residences are not typically associated with the generation of substantial noise. Operation of the proposed project would include typical residential noise, which would be compatible with the adjacent existing residential uses. As such, the proposed project is not anticipated to contribute a measurable operational noise level increase to the existing ambient noise environment at any sensitive receptor locations.

Based upon the Federal Interagency Committee on Noise (FICON) guidance for determining increases in traffic noise, where existing traffic noise levels are between 60 and 65 dB Ldn, at the outdoor activity areas of noise-sensitive uses, a +3 dB Ldn increase in roadway noise levels would be considered significant. According to Table 4.10-10 of the General Plan EIR, the existing traffic noise level on the segment of McClellan Road between S. Stelling Road to S. De Anza Boulevard, on which the project site is located, is 64.6 dB Ldn. Generally, a doubling in traffic volumes is required to increase traffic noise levels by 3.0 dB, which is considered to be the threshold for a significant increase pursuant to the FICON. As shown in Table 4.13-7 of the General Plan EIR, the roadway segments in the project vicinity experience between 20,598 and 28,730 ADT. As discussed above, the proposed project would be expected to generate an average of 101 trips per day. Accordingly, the proposed project would not double traffic volumes on local roadways and, thus, would not substantially increase traffic noise in the project vicinity. Additionally, the project site is currently developed with a residential use and the proposed project is consistent with the site’s current land use designation. Therefore, traffic noise level increases associated with a single-family residential development on the project site have been previously anticipated by the City. Therefore, the proposed project would not result in operational noise increases that would be considered to result in significant effects on sensitive receptors in the project vicinity. 6 Personal communication between Chris Corrao, Senior Transit and Transportation Planner, City of Cupertino Public Works Department, and Nick Pappani, Vice President, Raney Planning and Management, Inc., November 19, 2021.
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During the construction of the proposed project, heavy equipment would be used for demolition and building construction, which would temporarily increase ambient noise levels when in use.

Noise levels would vary depending on the type of equipment used, how the equipment is operated, and how well the equipment is maintained. In addition, noise exposure at any single point outside the project site would vary depending on the proximity of construction activities to that point. Standard construction equipment, such as backhoes, loaders, and trucks, would be used on-site.

Table 2 shows maximum noise levels associated with typical construction equipment. Based on the table, activities involved in typical construction would generate maximum noise levels up to 85 dB at a distance of 50 feet. As one increases the distance between equipment, or increases separation of areas with simultaneous construction activity, dispersion and distance attenuation reduce the effects of combining separate noise sources. The noise levels from a source decrease at a rate of approximately 6 dB per every doubling of distance from the noise source.

Pursuant to Section 10.48.053 of the City’s Municipal Code, grading, construction, and demolition activities are permitted to exceed the City’s established noise limits during daytime hours provided that any piece of equipment involved in such activities has high-quality noise mufflers and abatement devices installed, is in good condition, and the activities meet the established criteria that individual devices do not produce a noise level more than 87 dBA at a distance of 25 feet, or the noise level on any nearby property does not exceed 80 dBA.

Table 2
Construction Equipment Noise
Type of Equipment Maximum Level, dB at 50 feet
Backhoe 78
Compactor 83
Compressor (air) 78
Dozer 82
Dump Truck 76
Excavator 81
Generator 81
Pneumatic Tools 85
Source:Federal Highway Administration, Roadway Construction Noise Model User’s Guide, January 2006.

The nearest noise-sensitive receptor is located less than 50 feet from the southern project site boundary. Thus, construction activities associated with the proposed project could exceed the levels shown in Table 2 at the nearest noise-sensitive receptor. However, the proposed project would be required to comply with Chapter 10.48 of the Cupertino Municipal Code, which prohibits construction activities on Saturdays, Sundays and holidays, and during the nighttime period, in areas within 750 feet of a residential area. In addition, the proposed project would be required to comply with the City’s standard conditions of approval regarding construction noise, as required in Section 17.04.050(G) of the Cupertino Municipal Code, which would reduce construction noise levels sufficient to ensure that the proposed project would not result in construction noise increases that would be considered to result in significant effects on sensitive receptors in the project vicinity.

Based on the above, the proposed project is not anticipated to result in short-term constructionrelated or long-term operational noise generation that would be considered to have the potential to result in significant effects on the environment.
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Air Quality
The City of Cupertino is located in the San Francisco Bay Area Air Basin (SFBAAB), which is under the jurisdiction of the Bay Area Air Quality Management District (BAAQMD). The SFBAAB area is currently designated as a nonattainment area for State and federal ozone, State and federal fine particulate matter 2.5 microns in diameter (PM2.5), and State respirable particulate matter 10 microns in diameter (PM10) ambient air quality standards (AAQS). The SFBAAB is designated attainment or unclassified for all other AAQS. It should be noted that on January 9, 2013, the U.S. Environmental Protection Agency (USEPA) issued a final rule to determine that the Bay Area has attained the 24-hour PM2.5 federal AAQS. Nonetheless, the Bay Area must continue to be designated as nonattainment for the federal PM2.5 AAQS until such time as the BAAQMD submits a redesignation request and a maintenance plan to the USEPA, and the USEPA approves the proposed redesignation. The USEPA has not yet approved a request for redesignation of the SFBAAB; therefore, the SFBAAB remains in nonattainment for 24-hour PM2.5.

In compliance with regulations, due to the nonattainment designations of the area, the BAAQMD periodically prepares and updates air quality plans that provide emission reduction strategies to achieve attainment of the AAQS, including control strategies to reduce air pollutant emissions through regulations, incentive programs, public education, and partnerships with other agencies.

The current air quality plans are prepared in cooperation with the Metropolitan Transportation Commission (MTC) and the Association of Bay Area Governments (ABAG).

The most recent federal ozone plan is the 2001 Ozone Attainment Plan, which was adopted on October 24, 2001 and approved by the California Air Resources Board (CARB) on November 1, 2001. The plan was submitted to the USEPA on November 30, 2001 for review and approval. The most recent State ozone plan is the 2017 Clean Air Plan, adopted on April 19, 2017. The 2017 Clean Air Plan was developed as a multi-pollutant plan that provides an integrated control strategy to reduce ozone, PM, toxic air contaminants (TACs), and greenhouse gases (GHGs). Although a plan for achieving the State PM10 standard is not required, the BAAQMD has prioritized measures to reduce PM in developing the control strategy for the 2017 Clean Air Plan. The control strategy serves as the backbone of the BAAQMD’s current PM control program.

The aforementioned air quality plans contain mobile source controls, stationary source controls, and transportation control measures to be implemented in the region to attain the State and federal AAQS within the SFBAAB. Adopted BAAQMD rules and regulations, as well as the thresholds of significance, have been developed with the intent to ensure continued attainment of AAQS, or to work towards attainment of AAQS for which the area is currently designated nonattainment, consistent with applicable air quality plans. For development projects, BAAQMD establishes significance thresholds for emissions of the ozone precursors reactive organic gases (ROG) and oxides of nitrogen (NOX), as well as for PM10, and PM2.5, expressed in pounds per day (lbs/day) and tons per year (tons/yr). The thresholds are listed in Table 3. Thus, by exceeding the BAAQMD’s mass emission thresholds for operational emissions of ROG, NOX, or PM10, a project would be considered to conflict with or obstruct implementation of the BAAQMD’s air quality planning efforts.

Table 3
BAAQMD Thresholds of Significance
Pollutant
Construction Operational
Average Daily
Emissions (lbs/day)
Average Daily
Emissions (lbs/day)
Maximum Annual
Emissions (tons/year)
ROG 54 54 10
NOX 54 54 10
PM10 (exhaust) 82 82 15
PM2.5 (exhaust) 54 54 10
Source: BAAQMD, CEQA Guidelines, May 2017.
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The proposed project would involve demolition of the existing on-site development and redevelopment of the project site with six single-family residences. The proposed project’s construction and operational emissions were quantified using the California Emissions Estimator Model (CalEEMod) software version 2020.4.0 - a Statewide model designed to provide a uniform platform for government agencies, land use planners, and environmental professionals to quantify air quality emissions, including GHG emissions, from land use projects. The model applies inherent default values for various land uses, including construction data, vehicle mix, trip length, average speed, etc. Where project-specific information is available, such information is applied in the model. The proposed project’s modeling assumed the following:
• Construction would commence in May of 20227 and occur over an approximately one-year period;
• Approximately 15,425 sf of material would be demolished during demolition activities; and • The project would apply a 20 percent water conservation strategy compliant with the State Model Water Efficient Landscape Ordinance (MWELO), as adopted by the City and reflected in Chapter 14.15 of the Cupertino Municipal Code.

It should be noted that in accordance with the 2019 Building Energy Efficiency Standards, the proposed project would be required to include on-site renewable energy systems (using either the performance pathway or prescriptive compliance) to meet each home’s expected annual electric needs. However, project-specific information regarding on-site solar is not available at this time; therefore, inherent default values were applied regarding energy emissions associated with the proposed project.

The proposed project’s estimated emissions associated with construction and operations are provided below. All CalEEMod results are included as Appendix B to this Memorandum.

Construction Emissions
According to the CalEEMod results, the proposed project would result in maximum unmitigated construction criteria air pollutant emissions as shown in Table 4. As shown in the table, the proposed project’s construction emissions would be below the applicable thresholds of significance.

Table 4
Maximum Unmitigated Construction Emissions (lbs/day)
Pollutant
Proposed Project
Emissions
Threshold of
Significance
Exceeds
Threshold?
ROG 3.34 54 NO
NOX 33.12 54 NO
PM10 (exhaust) 1.61 82 NO
PM10 (fugitive) 19.80 None N/A
PM2.5 (exhaust) 1.48 54 NO
PM2.5 (fugitive) 10.14 None N/A
Source: CalEEMod, November 2021 (see Appendix B).
7 It is noted that when the air quality analysis was conducted, project construction was anticipated to commence in May 2022. While this is no longer the case, the analysis presented is considered conservative, as construction fleets and electricity generation are becoming more efficient over time due to compliance with federal and State regulations; thus, emissions associated with construction equipment and activities would correspondingly reduce over time.
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Although thresholds of significance for mass emissions of fugitive dust PM10 and PM2.5 have not been identified by the City of Cupertino or BAAQMD, the proposed project’s estimated fugitive dust emissions have been included for informational purposes. Section 17.04.050(A) of the Cupertino Municipal Code includes the City’s Air Quality Permit Requirements. The requirements are imposed as standard conditions of approval for all projects within the City. In addition, all projects within the jurisdiction of the BAAQMD are required to implement the BAAQMD’s Basic Construction Mitigation Measures, which would be included as conditions of approval for the project:

1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day.

2. All haul trucks transporting soil, sand, or other loose material off-site shall be covered.

3. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.

4. All vehicle speeds on unpaved roads shall be limited to 15 mph.

5. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.

6. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to five minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]).

Clear signage shall be provided for construction workers at all access points.

7. All construction equipment shall be maintained and properly tuned in accordance with manufacturers specifications. All equipment shall be checked by a certified visible emissions evaluator.

8. Post a publicly visible sign with the telephone number and person to contact at the lead agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District’s phone number shall also be visible to ensure compliance with applicable regulations.

The proposed project’s implementation of the requirements listed in Section 17.04.050(A) of the Cupertino Municipal Code, as well as implementation of BAAQMD’s Basic Construction Mitigation Measures listed above for the project’s construction activities, would help to further minimize construction-related emissions.

Because the proposed project would be below the applicable thresholds of significance for construction emissions, project construction would not result in a significant air quality impact.

Operational Emissions
According to the CalEEMod results, the proposed project would result in maximum unmitigated operational criteria air pollutant emissions as shown in Table 5. As shown in the table, the proposed project’s operational emissions would be well below the applicable thresholds of significance. As such, the proposed project would not result in a significant air quality impact during operations.
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Table 5
Maximum Unmitigated Operational Emissions
Pollutant
Proposed Project
Emissions
Threshold of
Significance Exceeds
lbs/day tons/yr lbs/day tons/yr Threshold?
ROG 13.36 0.23 54 10 NO
NOX 0.70 0.08 54 10 NO
PM10 (exhaust) 2.29 0.02 82 15 NO
PM10 (fugitive) 0.56 0.10 None None N/A
PM2.5 (exhaust) 2.29 0.03 54 10 NO
PM2.5 (fugitive) 0.15 0.02 None None N/A
Source: CalEEMod, November 2021 (see Appendix B).

As discussed above, the proposed project is not anticipated to result in short-term constructionrelated or long-term operational emissions of air quality pollutants that would be considered to have the potential to result in significant effects on the environment.

Water Quality
The following section describes the project’s consistency with applicable water quality standards and waste discharge requirements during construction and operation.

Construction
The project site is currently developed with a single-family residence, garage, and accessory structure in the northern portion of the site, as well as a barn and truck yard in the southern portion of the site. As such, the site contains a substantial amount of impervious areas. Nonetheless, during the early stages of future construction activities, topsoil would be exposed due to grading of the site. After grading and prior to overlaying the ground surface with impervious surfaces and structures, the potential exists for wind and water erosion to discharge sediment and/or urban pollutants into stormwater runoff, which could adversely affect water quality downstream.

New development within the City that disturbs one or more acres of land is required to comply with the National Pollutant Discharge Elimination System (NPDES) General Construction Permit and to prepare a Storm Water Pollution Prevention Plan (SWPPP) incorporating best management practices (BMPs) to control sedimentation, erosion, and hazardous materials contamination of runoff during construction. In California, the NPDES permitting program is administered by the State Water Resources Control Board (SWRCB) through nine Regional Water Quality Control Boards (RWQCBs). The proposed project would disturb approximately 1.25 acres, and, thus, would be subject to such requirements. Additionally, the proposed project would be required to comply with Chapter 9.18, Stormwater Pollution Prevention and Watershed Prevention, of the City’s Municipal Code, in order to prevent siltation and erosion. Furthermore, Chapter 16.08, Excavations, Grading, and Retaining Walls, of the City’s Municipal Code, requires applicants to provide and comply with an Interim Erosion and Sediment Control Plan (Interim Plan). Because the project would comply with the above requirements, the proposed project would not violate any water quality standards or waste discharge requirements, or otherwise degrade water quality, during construction.

Operation
Residential use of the project site would not involve operations typically associated with the generation or discharge of polluted water. Thus, typical operations on the project site would not violate any water quality standards or waste discharge requirements, nor degrade water quality.

However, the potential for urban runoff would be increased with the addition of impervious surfaces on the site, which could contain pollutants if the runoff comes into contact with vehicle 1539
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fluids on parking surfaces and/or landscape fertilizers and herbicides prior to reaching downstream waters
All new development or redevelopment projects that create and/or replace 10,000 sf or more of impervious surfaces would be required to incorporate source control, site design, and stormwater treatment measures into the project, pursuant to the requirements in the Santa Clara Valley Urban Runoff Pollution Prevention Program C.3 Stormwater Handbook. The C.3 requirements include minimization of impervious surfaces, measures to detain or infiltrate runoff from peak flows, and agreements to ensure that the stormwater treatment and flow control facilities are maintained in perpetuity.

The proposed project would create and/or replace a total of 27,539 sf of impervious surface. Thus, the project would be subject to the C.3 requirements. The proposed project would involve seven drainage management areas (DMAs), consisting of one DMA on each proposed lot and one within the widened portion of Cherryland Drive. Runoff from the DMA on each lot would be directed towards an associated bioretention basin. The bioretention basins and pervious areas (i.e., landscaped areas) would treat stormwater primarily by filtering runoff slowly through an active layer of soil, naturally allowing for removal of pollutants. The bioretention basins would have a maximum ponding depth of 9 inches, with 24-inch soil media backfill placed over 18-inch drain rock bed. Roof and yard drainage would filter through landscaped areas to provide stormwater pre-treatment before being directed into the basins. It should be noted that, pursuant to Section

9.18.210 of the Municipal Code, the City prohibits the use of copper metal roofing and copper architectural materials.

The project would also include permeable pavers for the proposed driveways and roadway to further reduce impervious surfaces and promote stormwater infiltration. A series of new on-site pipes, including a 24-inch detention pipe, would collect and detain the on-site stormwater and convey any overflow water to the existing 30-inch stormwater drainage pipe located along McClellan Road.

According to the Preliminary Stormwater Analysis prepared for the proposed project (see Appendix C),8 each of the bioretention basins would be sized to exceed the minimum volume requirement necessary to adequately handle all runoff from the proposed impervious surfaces and landscaping within each DMA. Thus, the proposed project would comply with the requirements of the SWRCB and the RWQCB, and would meet or exceed C.3 requirements.

Furthermore, Section 17.04.050(F) of the Cupertino Municipal Code includes the City’s Hydrology and Water Quality Permit Requirements. The requirements are imposed as standard conditions of approval for all projects within the City. Accordingly, the project would comply with all relevant water quality standards and waste discharge requirements, and would not degrade water quality during operation.

Based on the above, the proposed project would not result in any significant effects related to water quality during construction or operation.

Conclusion
Based on the above, the proposed project is not anticipated to result in any significant effects related to traffic, noise, air quality, or water quality during construction or operation. Thus, the project would meet Criterion 15332(d).
8 MH Engineering Co. Preliminary Stormwater Analysis 20860 McClellan Road 6 Lot Single Family Residential Project (APN 359-20-030) Cherryland Drive. August 5, 2021. 1540
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Criterion 15332(e): Utilities and Public Services
Sewer service for the project site would be provided by the Cupertino Sanitary District, and water service would be provided by San Jose Water Company. Infrastructure required to provide utilities such as water and sewer to the proposed residences would include connections to the existing mains located within the project vicinity. Specifically, the proposed project would include connection to the existing six-inch water main and eight-inch sewer main located along Cherryland Drive, at the eastern boundary of the project site. The project would detain and treat all on-site stormwater runoff prior to discharge into the City’s stormwater drainage system, consistent with the City’s C.3 Stormwater Standards. Stormwater would be conveyed and discharged to an existing 30-inch stormwater drainage pipe located along McClellan Road.

Electricity, natural gas, and telecommunications services would be provided by way of connections to existing infrastructure located within the immediate project vicinity. Natural gas infrastructure would not be provided in any of the proposed single-family homes under the City’s all-electric reach code. However, ADUs are exempt from the City’s all-electric requirement and, thus, may include natural gas connections. It should be noted that the project would be required to adhere to Section 16.54 of the Cupertino Municipal Code, which would require all new buildings have all-electric appliances and electric vehicle charging provisions. As such, PG&E may need to upgrade transformers or other electrical infrastructure at the neighborhood level. However, adequate electric power supplies exist to serve the project and neighborhood level upgrades would not require new or expanded electric power facilities.

Given the presence of existing utilities in the immediate project vicinity, the relocation or construction of new or expanded water, wastewater treatment, stormwater drainage, or other utility infrastructure would not be required. In addition, given that the proposed project is consistent with the site’s current General Plan land use designation, increases in demand on existing utilities and public services such as fire, police, and schools, associated with the project have been previously anticipated in the General Plan and accounted for in local planning efforts.

Thus, the site would be adequately served by all required utilities and public services and the proposed project would meet Criterion 15332(e).

Exceptions to Categorical Exemptions analysis
Even if a project is ordinarily exempt under any of the potential categorical exemptions, CEQA Guidelines Section 15300.2 provides specific instances where exceptions to otherwise applicable exemptions apply. Exceptions to a categorical exemption apply in the following circumstances:
(a) Location. Classes 3, 4, 5, 6, and 11 are qualified by consideration of where the project is to be located – a project that is ordinarily insignificant in its impact on the environment may in a particularly sensitive environment be significant. Therefore, these classes are considered to apply all instances, except where the project may impact on an environmental resource of hazardous or critical concern where designated, precisely mapped, and officially adopted pursuant to law by federal, state, or local agencies. (b) Cumulative Impact. All exemptions for these classes are inapplicable when the cumulative impact of successive projects of the same type in the same place, over time is significant.
(c) Significant Effect. A categorical exemption shall not be used for an activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances.
(d) Scenic Highways. A categorical exemption shall not be used for a project which may result in damage to scenic resources, including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway. This does not apply to improvements which are required as mitigation by an adopted negative declaration or certified EIR. 1541
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(e) Hazardous Waste Sites. A categorical exemption shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code.
(f) Historical Resources. A categorical exemption shall not be used for a project which may cause a substantial adverse change in the significance of a historical resource.

The following analysis addresses whether any of the exceptions to the CEQA exemption apply to the proposed project.

Criterion 15300.2(a): Location
CEQA exemption classes 3, 4, 5, 6, or 11 are qualified by consideration of where the project is to be located. Given that the proposed project qualifies for exemption under CEQA Guidelines Section 15332, Class 32, an exception to the exemption under CEQA Guidelines Section 15300.2(a) does not apply to the proposed project.

Criterion 15300.2(b): Cumulative Impact
Pursuant to CEQA Guidelines Section 15300.2(b), in applying this exception, the cumulative impact must result from “successive projects of the same type in the same place.” Both the “same type” and “same place” limitations restrict the scope of this exception.9 The project site is located within an urbanized area of the City, which is entirely developed.

Because the proposed project is consistent with the project site’s General Plan land use designation, cumulative impacts associated with buildout of the project site have been previously anticipated by the City and analyzed in the General Plan EIR. As discussed above, the project would not require off-site utility upsizing or other related improvements with the potential to result in cumulatively considerable impacts. The project does not include any unique features that would result in new or more severe cumulative impacts beyond what has been analyzed in the General Plan EIR, and an exception to the exemption pursuant to CEQA Guidelines Section 15300.2(b) does not apply to the proposed project.

Criterion 15300.2(c): Significant Effect
In listing a class of projects as exempt, the Secretary has determined that the environmental changes typically associated with projects in that class are not significant effects within the meaning of CEQA, even though an argument might be made that they are potentially significant.

The plain language of Guidelines Section 15300.2, subdivision (c), requires that a potentially significant effect must be “due to unusual circumstances” for the exception to apply.

The determination as to whether there are “unusual circumstances” (Guidelines, § 15300.2, subd. (c)) is reviewed under PRC Section 21168.5’s substantial evidence prong. Whether a particular project presents circumstances that are unusual for projects in an exempt class is an essentially factual inquiry. As to this question, the lead agency serves as “the finder of fact”.

As the courts have noted, local conditions are relevant in determining whether the environmental effects of a proposed project are unusual or typical. In general, the project site is located in an urbanized area and does not contain any unique or unusual features with the potential to result in a potentially significant effect. For example, the project site does not include any aquatic features and, as discussed further below, is not included on any lists of hazardous waste sites.

Thus, an exception to the exemption under CEQA Guidelines Section 15300.2(c) does not apply to the proposed project.
9 Stephen L. Kostka and Michael H. Zischke. Practice Under the California Environmental Quality Act, Second Edition [pg. 5-68]. March 2019 Update.
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Criterion 15300.2(d): Scenic Highway
According to the California Scenic Highway Mapping System, the project site is not located within the vicinity of an officially designated State Scenic Highway.10 The nearest officially designated State Scenic Highway is the portion of SR 280 beginning west of Stanford University and north of SR 85, which is located over 10 miles away and is not visible from the project site. Thus, an exception to the exemption under CEQA Guidelines Section 15300.2(d) does not apply to the proposed project.

Criterion 15300.2(e): Hazardous Waste Sites
Pursuant to CEQA Guidelines Section 15300.2(e), a categorical exemption shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code. The California Environmental Protection Agency provides a list of data resources that provide information regarding the facilities or sites identified as meeting the “Cortese List” requirements, pursuant to Government Code 65962.5. The project site is not located on the Department of Toxic Substances Control (DTSC) Hazardous Waste and Substances Site List, which is a component of the Cortese List.11 The other components of the Cortese List include the list of leaking underground storage tank sites from the SWRCB’s GeoTracker database, the list of solid waste disposal sites identified by the SWRCB, and the list of active Cease and Desist Orders (CDO) and Cleanup and Abatement Orders (CAO) from the SWRCB. The project site is not located on any of the aforementioned components of the Cortese List.12 Thus, the project site is not located on a site that is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5, and an exception to the exemption under CEQA Guidelines Section 15300.2(e) does not apply to the proposed project.

Criterion 15300.2(f): Historical Resources
Historical resources are features that are associated with the lives of historically-important persons and/or historically significant events, that embody the distinctive characteristics of a type, period, region or method of construction, or that have yielded, or may be likely to yield, information important to the pre-history or history of the local area, California, or the nation. Examples of typical historical resources include, but are not limited to, buildings, farmsteads, rail lines, bridges, and trash scatters containing objects such as colored glass and ceramics.

Currently, the site is developed with a single-family residence, barn, garage, accessory structure, and a truck yard. A records search of the California Historic Resources Information System (CHRIS) was performed by the Northwest Information Center (NWIC) for cultural resource site records and survey reports within the project area.13 The NWIC concluded that the project site does not contain any recorded archaeological resources. However, the records search determined that the on-site structures were constructed between 1948 and 1953, and, thus, meet the Office of Historic Preservation’s minimum age standard that buildings, structures, and objects 45 years or older may be of historical value. Four criteria are used to determine if a potential resource may be considered significant and eligible for listing on the National Register of Historic Places (NRHP) and/or the California Register of Historic Resources (CRHR). The criteria include resources that:
10 California Department of Transportation. Scenic Highways. Available at: https://dot.ca.gov/programs/design/laplandscape-architecture-and-community-livability/lap-liv-i-scenic-highways. Accessed June 2022. 11 Department of Toxic Substances Control. Hazardous Waste and Substances Site List (Cortese). Available at:
https://www.envirostor.dtsc.ca.gov/public/. Accessed June 2022. 12 CalEPA. Cortese List Data Resources. Available at: https://calepa.ca.gov/sitecleanup/corteselist/. Accessed June 2022. 13 Northwest Information Center. Records Search Results for the Proposed 20860 McClellan Road Subdivision Project. November 8, 2021.
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20860 McClellan Road Subdivision Project
Categorical Exemption Memorandum
21 September 2022
A. Are associated with events that have made a significant contribution to the broad patterns of history; or
B. Are associated with the lives of persons significant in our past; or C. Embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D. Have yielded or may likely yield information important in prehistory or history.

A review of historic aerial photographs revealed that prior to 1948, the project site and vicinity are occupied by fruit orchards. By 1953, most of the fruit trees had been removed from the project site and surrounding area, and McClellan Road had been developed, as well as residential uses along the roadway, including the on-site structures. In the years following 1953, the project site remained relatively the same, while residential development continued to replace the remaining orchards in the surrounding area. By 1991, all of the remaining orchards had been replaced with development within the project vicinity.

Few changes have occurred to the overall project area between 1991 and present day. However, some building re-configuring and cosmetic updates have been made to the buildings on the project site since their original construction (between 1948 and 1953). Accordingly, the buildings have been modified from their original construction, which has diminished the buildings’ integrity of design, materials, workmanship, and feeling. In addition, the on-site buildings are substantially similar in the design, style, and construction of the other residential development in the project vicinity, and the residential development within the project vicinity is not associated with important events, personalities and/or technologies important in State or regional history. As such, the existing on-site buildings lack any distinctive characteristics of type, religion, method of construction, or artistic value, and would not meet any of the criteria to be listed in the NRHP or CRHR.

Therefore, the proposed project would not result in a substantial adverse change in the significance of a historical resource, and an exception to the exemption under CEQA Guidelines Section 15300.2(f) does not apply to the proposed project.

D. CONCLUSION
This Memorandum demonstrates that the proposed project can be considered exempt from CEQA under Section 15332, and does not meet any of the exceptions to categorical exemptions set forth in Section 15300.2 of the CEQA Guidelines.
1544
Appendix A
Arborist Report
1545
Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 1 | Page
Alok Ventures LLC., Alok Damireddy
7756 Country Lane
Pleasanton, CA 94566
Site: 20860 McLellan Rd., Cupertino
Dear Alok,
At your request I visited the above site for the purpose of inspecting and commenting on the regulated trees around the property. Six new homes are planned for this location, prompting the need for this tree protection report.

Method:

Cupertino protects trees according to specimen and size as seen below:

All Street Trees.

Specimen Trees of the species listed below with either a minimum single trunk diameter of 12 inches (38 inch circumference) or a minimum multi-trunk diameter of 24 inches (75 inch circumference) measured 4.5 feet above ground level.

Aesculus californica, Acer macrophyllum, Cedrus atlantica ‘Glauca’, Cedrus deodara, Platanus racemose, Quercus agrifolia, Quercus douglasii, Quercus kelloggii, Quercus lobate, Quercus wislizenii, Umbellularia californica
The location of the trees on this site can be found on the plan provided by you. Each tree is given an identification number. The trees are measured at 54 inches above ground level (DBH or Diameter at Breast Height). A condition rating of 1 to 100 is assigned to each tree representing form and vitality on the following scale:
1 to 29 Very Poor
30 to 49 Poor
50 to 69 Fair
70 to 89 Good
90 to 100 Excellent
The height and spread of each tree is estimated. A Comments section is provided for any significant observations affecting the condition rating of the tree. 1546
Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 2 | Page
A Summary and Tree Protection Plan are at the end of the survey providing recommendations for maintaining the health and condition of the trees during and after construction.

If you have any questions, please don’t hesitate to call.

Sincerely
Robert Weatherill
Certified Arborist WE 1936A
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Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 3 | Page
Tree Survey
Tree# Species DBH Ht/Sp Con Rating Comments
1 Douglas fir 12.3” 40/20 40 Good health, poor condition, one sided, Pseudotsuga menziesii unbalanced, Not Regulated
2 Fig 8.6”/8.9” 12/15 50 Good health, fair condition, topped Ficus spp Not Regulated
3 Persimmon 11.2” 25/15 60 Fair health and condition
Diospyros japonica Not Regulated
4 Walnut 14.3” 15/20 10 Very poor health and condition
Juglans nigra Not Regulated
5 Citrus 10.0”@1’ 12/10 60 Fair health and condition
Citrus spp Not Regulated
6 Aleppo pine 4.0” 60/50 50 Fair health and condition
Pinus halepensis Not Regulated
7 Monterey pine 33.2” 55/40 50 Fair health and condition, topped, Pinus radiata Not Regulated
8 Monterey pine 21.5” 50/20 45 Poor health and condition, topped Pinus radiata Not Regulated
9 Incense cedar 11.2” 35/6 45 Poor health and condition Calocedrus decurrens Not Regulated
10 Incense cedar 12.2” 35/6 45 Poor health and condition Calocedrus decurrens Not Regulated
11 Coast live oak 8.0”/8.3”/8.1” 25/18 60 Good health, poor condition, Quercus agrifolia codominant at 2’, Regulated
12 Coast live oak 12.3” 25/20 60 Good health, poor condition Quercus agrifolia Regulated
13 Monterey pine 32.2” 50/50 50 Fair health and condition, neighbors Pinus radiata tree, Not Regulated
14 Citrus 4.7”/4.3”@grade 10/5 10 Very poor health and condition, almost Citrus spp dead, Not Regulated
15 Irish yew 19.6”@grade 15/15 30 Poor health and condition, codominant Taxus baccata at grade, Not Regulated
16 Deodar cedar 31.3” 60/30 50 Good health, poor condition, topped, Cedrus deodara broken limbs, Regulated
17 Monterey pine 33.0” 50/30 50 Fair health, poor condition, thin canopy Pinus radiata topped, Not Regulated
18 Stump
1548
Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 4 | Page
Tree Survey
Tree# Species DBH Ht/Sp Con Rating Comments
19 Incense cedar 17.5” 35/20 40 Poor health and condition Calocedrus decurrens Not Regulated
20 Douglas fir 22.5” 35/20 0 Dead
Pseudotsuga menziesii Not Regulated
21 Pittosporum 4.5”/4.2”/5.1” 12/15 70 Good health and condition Pittosporum tobira Not Regulated
Summary:

Tree #s 1, 4, 9, 10, 14, 15, 19 and 20 are either dead or in very poor health and condition and should be removed.

Tree #s 6, 7, 8, 13, 17 are pines. Pines are not Regulated trees. Pines are not tolerant to construction impacts and even with all tree protection measures in place, they may decline further during the construction period and eventually become infested with beetles, which will ultimately kill the trees.

Tree # 18 is a stump standing 1 foot tall
Tree # 13 is on the neighbor’s property and should be protected during construction.

Tree #s 11, 12 and 16 are Specimen trees by merit of their size and species and should be protected during construction
The remaining trees, #s 2, 3, 5 and 21 are smaller trees that are not specimen trees and can be removed if desired.
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Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 5 | Page
Tree Protection Plan

1. The Tree Protection Zone (TPZ) should be defined with protective fencing. This should be cyclone or chain link fencing on 11
/2” or 2” posts driven at least 2 feet in to the ground standing at least 6 feet tall. Normally a TPZ is defined by the dripline of the tree. I recommend the TPZ’s as follows:-
Tree # 11: TPZ should be at 11 feet radius from the trunk of the tree in accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 (6).

Tree # 12: TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 (6).

Tree # 13: TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 (6).

Tree # 16: TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 (6). 1550
Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 6 | Page

2. Any pruning and maintenance of the trees shall be carried out before construction begins. This should allow for any clearance requirements for both the new structure and any construction machinery. This will eliminate the possibility of damage during construction. The pruning should be carried out by an arborist, not by construction personnel. No limbs greater than 4” in diameter shall be removed.

Tree # 16 has a lot of dead wood and broken limbs. If this tree is to remain, this tree should be pruned for safety and clearances.

3. Any excavation in ground where there is a potential to damage roots of 1” or more in diameter should be carefully hand dug. Where possible, roots should be dug around rather than cut.(2)

4. If roots are broken, every effort should be made to remove the damaged area and cut it back to its closest lateral root. A clean cut should be made with a saw or pruners. This will prevent any infection from damaged roots spreading throughout the root system and into the tree.(2)

5. Do Not:.(4)
a. Allow run off or spillage of damaging materials into the area below any tree canopy. b. Store materials, stockpile soil, park or drive vehicles within the TPZ of the tree. c. Cut, break, skin or bruise roots, branches or trunk without first obtaining permission from the city arborist.
d. Allow fires under any adjacent trees.
e. Discharge exhaust into foliage.
f. Secure cable, chain or rope to trees or shrubs.
g. Apply soil sterilants under pavement near existing trees.

6. Where roots are exposed, they should be kept covered with the native soil or four layers of wetted, untreated burlap. Roots will dry out and die if left exposed to the air for too long.(4)

7. Route pipes into alternate locations to avoid conflict with roots.(4)

8. Where it is not possible to reroute pipes or trenches, the contractor is to bore beneath the dripline of the tree. The boring shall take place no less than 3 feet below the surface of the soil in order to avoid encountering “feeder” roots.(4)

9. Compaction of the soil within the dripline shall be kept to a minimum.(2) If access is required to go through the TPZ of a protected tree, the area within the TPZ should be protected from compaction either with steel plates or with 4” of wood chip overlaid with plywood.

10. Any damage due to construction activities shall be reported to the project arborist or city arborist within 6 hours so that remedial action can be taken.

11. Ensure upon completion of the project that the original ground level is restored 1551
Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 7 | Page
Location of existing buildings, protected trees
and their Tree Protection Zones
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Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 8 | Page
Location of proposed construction, protected trees
and their Tree Protection Zones
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Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 9 | Page
Glossary
Canopy The part of the crown composed of leaves and small twigs.(2) Cavities An open wound, characterized by the presence of extensive decay and resulting in a hollow.(1)
Decay Process of degradation of woody tissues by fungi and bacteria through the decomposition of cellulose and lignin(1)
Dripline The width of the crown as measured by the lateral extent of the foliage.(1) Genus A classification of plants showing similar characteristics.

Root crown The point at which the trunk flares out at the base of the tree to become the root system.

Species A Classification that identifies a particular plant.

Standard Height at which the girth of the tree is measured. Typically 4 1/2 feet above height ground level
References
(1) Matheny, N.P., and Clark, J.P. Evaluation of Hazard Trees in Urban Areas.

International Society of Arboriculture,1994.
(2) Harris, R.W., Matheny, N.P. and Clark, J.R.. Arboriculture: Integrated Management of Landscape Trees, Shrubs and Vines. Prentice Hall, 1999. (3) Carlson, Russell E. Paulownia on The Green: An Assessment of Tree Health and Structural Condition. Tree Tech Consulting, 1998.
(4) Extracted from a copy of Tree Protection guidelines. Anon (5) T. D. Sydnor, Arboricultural Glossary. School of Natural Resources, 2000 (6) D Dockter, Tree Technical Manual. City of Palo Alto, June, 2001 1554
Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 10 | Page
Certification of Performance(3)
I, Robert Weatherill certify:
* That I have personally inspected the tree(s) and/or the property referred to in this report, and have stated my findings accurately. The extent of the evaluation and appraisal is stated in the attached report and the Terms and Conditions; * That I have no current or prospective interest in the vegetation or the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved;
* That the analysis, opinions and conclusions stated herein are my own, and are based on current scientific procedures and facts;
* That my compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other party, nor upon the results of the assessment, the attainment of stipulated results, or the occurrence of any subsequent events;
* That my analysis, opinions, and conclusions were developed and this report has been prepared according to commonly accepted Arboricultural practices; * That no one provided significant professional assistance to the consultant, except as indicated within the report.

I further certify that I am a member of the International Society of Arboriculture and a Certified Arborist. I have been involved in the practice of arboriculture and the care and study of trees for over 20 years.

Signed
Robert Weatherill
Certified Arborist WE 1936a
Date: 5/25/21
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Advanced Tree Care 20860 McLellan Rd., Cupertino
965 East San Carlos Ave, San Carlos May 25, 2021
___________________________________________________________________________ 11 | Page
Terms and Conditions(3)
The following terms and conditions apply to all oral and written reports and correspondence pertaining to consultations, inspections and activities of Advanced Tree Care :

1. All property lines and ownership of property, trees, and landscape plants and fixtures are assumed to be accurate and reliable as presented and described to the consultant, either verbally or in writing. The consultant assumes no responsibility for verification of ownership or locations of property lines, or for results of any actions or recommendations based on inaccurate information.

2. It is assumed that any property referred to in any report or in conjunction with any services performed by Advanced Tree Care, is not in violation of any applicable codes, ordinances, statutes, or other governmental regulations, and that any titles and ownership to any property are assumed to be good and marketable. Any existing liens and encumbrances have been disregarded.

3. All reports and other correspondence are confidential, and are the property of Advanced Tree Care and it’s named clients and their assignees or agents. Possession of this report or a copy thereof does not imply any right of publication or use for any purpose, without the express permission of the consultant and the client to whom the report was issued. Loss, removal or alteration of any part of a report invalidates the entire appraisal/evaluation.

4. The scope of any report or other correspondence is limited to the trees and conditions specifically mentioned in those reports and correspondence. Advanced Tree Care and the consultant assume no liability for the failure of trees or parts of trees, either inspected or otherwise. The consultant assumes no responsibility to report on the condition of any tree or landscape feature not specifically requested by the named client.

5. All inspections are limited to visual examination of accessible parts, without dissection, excavation, probing, boring or other invasive procedures, unless otherwise noted in the report. No warrantee or guarantee is made, expressed or implied, that problems or deficiencies of the plants or the property will not occur in the future, from any cause. The consultant shall not be responsible for damages caused by any tree defects, and assumes no responsibility for the correction of defects or tree related problems.

6. The consultant shall not be required to provide further documentation, give testimony, be deposed, or attend court by reason of this appraisal/report unless subsequent contractual arrangements are made, including payment of additional fees for such services as described by the consultant or in the fee schedules or contract.

7. Advanced Tree Care has no warrantee, either expressed or implied, as to the suitability of the information contained in the reports for any purpose. It remains the responsibility of the client to determine applicability to his/her particular case.

8. Any report and the values, observations, and recommendations expressed therein represent the professional opinion of the consultants, and the fee for services is in no manner contingent upon the reporting of a specified value nor upon any particular finding to be reported.

9. Any photographs, diagrams, graphs, sketches, or other graphic material included in any report, being intended solely as visual aids, are not necessarily to scale and should not be construed as engineering reports or surveys, unless otherwise noted in the report. Any reproductions of graphs material or the work product of any other persons is intended solely for the purpose of clarification and ease of reference.

Inclusion of said information does not constitute a representation by Advanced Tree Care or the consultant as to the sufficiency or accuracy of that information.
1556
Appendix B
Air Quality and Greenhouse Gas Modeling Results
1557
20860 McClellan Road Project
Bay Area AQMD Air District, Annual
Project Characteristics -
Land Use - ADUs were included in the single-family residential unit count as a conservative approach. Square footage was based on the site plan prepared for the proposed project.

Construction Phase - Architectural coating phase assumed to begin two weeks after the initiation of building construction, and last for the same duration.

Water Mitigation - Compliant with MWELO.

Demolition - Based on information provided in the Phase I ESA prepared for the proposed project.

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking Structure 12.00 Space 0.11 2,497.00 0
Parking Lot 12.00 Space 0.11 4,800.00 0
Single Family Housing 12.00 Dwelling Unit 3.90 22,617.00 34

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
5 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 64

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Pacific Gas and Electric Company
Operational Year 2023
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase NumDays 18.00 230.00
tblLandUse LandUseSquareFeet 4,800.00 2,497.00
tblLandUse LandUseSquareFeet 21,600.00 22,617.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1558

2.0 Emissions Summary

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.2511 1.5723 1.5694 2.7200e0030.0938 0.0796 0.1734 0.0425 0.0748 0.1172 0.0000 236.3661 236.3661 0.0559 9.0000e004238.0313 2023 0.1768 0.8434 0.9770 1.6500e0034.0900e0030.0412 0.0453 1.1000e0030.0391 0.0402 0.0000 142.4146 142.4146 0.0302 3.8000e004143.2843 Maximum 0.2511 1.5723 1.5694 2.7200e0030.0938 0.0796 0.1734 0.0425 0.0748 0.1172 0.0000 236.3661 236.3661 0.0559 9.0000e004238.0313 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2022 0.2511 1.5723 1.5694 2.7200e0030.0938 0.0796 0.1734 0.0425 0.0748 0.1172 0.0000 236.3658 236.3658 0.0559 9.0000e004238.0311 2023 0.1768 0.8434 0.9770 1.6500e0034.0900e0030.0412 0.0453 1.1000e0030.0391 0.0402 0.0000 142.4144 142.4144 0.0302 3.8000e004143.2841 Maximum 0.2511 1.5723 1.5694 2.7200e0030.0938 0.0796 0.1734 0.0425 0.0748 0.1172 0.0000 236.3658 236.3658 0.0559 9.0000e004238.0311 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0 Page 2 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1559
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 5-1-2022 7-31-2022 0.6985 0.6985
2 8-1-2022 10-31-2022 0.6731 0.6731
3 11-1-2022 1-31-2023 0.6566 0.6566
4 2-1-2023 4-30-2023 0.6032 0.6032
5 5-1-2023 7-31-2023 0.2110 0.2110
Highest 0.6985 0.6985

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.1783 2.5800e0030.1922 2.2000e0040.0153 0.0153 0.0153 0.0153 1.5253 0.5205 2.0458 3.0200e0039.0000e0052.1474 Energy 2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 34.7527 34.7527 2.1000e0036.5000e00434.9988 Mobile 0.0489 0.0554 0.4524 9.2000e0040.0953 6.9000e0040.0960 0.0255 6.4000e0040.0261 0.0000 85.4158 85.4158 5.8100e0034.2000e00386.8135 Waste 0.0000 0.0000 0.0000 0.0000 2.8987 0.0000 2.8987 0.1713 0.0000 7.1814 Water 0.0000 0.0000 0.0000 0.0000 0.2480 0.5511 0.7991 0.0256 6.1000e0041.6207 Total 0.2297 0.0793 0.6537 1.2800e0030.0953 0.0178 0.1130 0.0255 0.0177 0.0432 4.6721 121.2400 125.9121 0.2078 5.5500e003132.7619 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1560

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.1783 2.5800e0030.1922 2.2000e0040.0153 0.0153 0.0153 0.0153 1.5253 0.5205 2.0458 3.0200e0039.0000e0052.1474 Energy 2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 34.7527 34.7527 2.1000e0036.5000e00434.9988 Mobile 0.0489 0.0554 0.4524 9.2000e0040.0953 6.9000e0040.0960 0.0255 6.4000e0040.0261 0.0000 85.4158 85.4158 5.8100e0034.2000e00386.8135 Waste 0.0000 0.0000 0.0000 0.0000 2.8987 0.0000 2.8987 0.1713 0.0000 7.1814 Water 0.0000 0.0000 0.0000 0.0000 0.2480 0.5191 0.7672 0.0256 6.1000e0041.5885 Total 0.2297 0.0793 0.6537 1.2800e0030.0953 0.0178 0.1130 0.0255 0.0177 0.0432 4.6721 121.2081 125.8802 0.2078 5.5500e003132.7297 Mitigated Operational

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.00 0.00 0.02 CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1561
4 Building Construction Building Construction 7/12/2022 5/29/2023 5 230 5 Paving Paving 6/16/2022 7/11/2022 5 18
6 Architectural Coating Architectural Coating 7/26/2022 6/12/2023 5 230 OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 1 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Paving Equipment 2 6.00 132 0.36
Residential Indoor: 45,799; Residential Outdoor: 15,266; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 438 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 7.5
Acres of Grading (Grading Phase): 8
Acres of Paving: 0.22
CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1562

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 7.5900e0030.0000 7.5900e0031.1500e0030.0000 1.1500e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0264 0.2572 0.2059 3.9000e0040.0124 0.0124 0.0116 0.0116 0.0000 33.9902 33.9902 9.5500e0030.0000 34.2289 Total 0.0264 0.2572 0.2059 3.9000e0047.5900e0030.0124 0.0200 1.1500e0030.0116 0.0127 0.0000 33.9902 33.9902 9.5500e0030.0000 34.2289 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 70.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 6 15.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 7.00 2.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 8 20.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 1.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1563

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.6000e0046.0300e0031.2800e0032.0000e0055.9000e0045.0000e0056.5000e0041.6000e0045.0000e0052.1000e0040.0000 2.1940 2.1940 7.0000e0053.5000e0042.2993 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.1000e0043.0000e0043.5900e0031.0000e0051.1900e0031.0000e0051.1900e0033.2000e0041.0000e0053.2000e0040.0000 0.9533 0.9533 3.0000e0053.0000e0050.9622 Total 5.7000e0046.3300e0034.8700e0033.0000e0051.7800e0036.0000e0051.8400e0034.8000e0046.0000e0055.3000e0040.0000 3.1472 3.1472 1.0000e0043.8000e0043.2615 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 7.5900e0030.0000 7.5900e0031.1500e0030.0000 1.1500e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0264 0.2572 0.2059 3.9000e0040.0124 0.0124 0.0116 0.0116 0.0000 33.9902 33.9902 9.5500e0030.0000 34.2289 Total 0.0264 0.2572 0.2059 3.9000e0047.5900e0030.0124 0.0200 1.1500e0030.0116 0.0127 0.0000 33.9902 33.9902 9.5500e0030.0000 34.2289 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1564

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.2000e0049.0000e0051.0800e0030.0000 3.6000e0040.0000 3.6000e0049.0000e0050.0000 1.0000e0040.0000 0.2860 0.2860 1.0000e0051.0000e0050.2887 Total 1.2000e0049.0000e0051.0800e0030.0000 3.6000e0040.0000 3.6000e0049.0000e0050.0000 1.0000e0040.0000 0.2860 0.2860 1.0000e0051.0000e0050.2887 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0491 0.0000 0.0491 0.0253 0.0000 0.0253 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 7.9300e0030.0827 0.0492 1.0000e0044.0300e0034.0300e0033.7100e0033.7100e0030.0000 8.3598 8.3598 2.7000e0030.0000 8.4274 Total 7.9300e0030.0827 0.0492 1.0000e0040.0491 4.0300e0030.0532 0.0253 3.7100e0030.0290 0.0000 8.3598 8.3598 2.7000e0030.0000 8.4274 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1566

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0283 0.0000 0.0283 0.0137 0.0000 0.0137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 7.7900e0030.0834 0.0611 1.2000e0043.7600e0033.7600e0033.4600e0033.4600e0030.0000 10.4219 10.4219 3.3700e0030.0000 10.5062 Total 7.7900e0030.0834 0.0611 1.2000e0040.0283 3.7600e0030.0321 0.0137 3.4600e0030.0172 0.0000 10.4219 10.4219 3.3700e0030.0000 10.5062 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1567

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6000e0041.2000e0041.4300e0030.0000 4.7000e0040.0000 4.8000e0041.3000e0040.0000 1.3000e0040.0000 0.3813 0.3813 1.0000e0051.0000e0050.3849 Total 1.6000e0041.2000e0041.4300e0030.0000 4.7000e0040.0000 4.8000e0041.3000e0040.0000 1.3000e0040.0000 0.3813 0.3813 1.0000e0051.0000e0050.3849 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0283 0.0000 0.0283 0.0137 0.0000 0.0137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 7.7900e0030.0834 0.0611 1.2000e0043.7600e0033.7600e0033.4600e0033.4600e0030.0000 10.4219 10.4219 3.3700e0030.0000 10.5062 Total 7.7900e0030.0834 0.0611 1.2000e0040.0283 3.7600e0030.0321 0.0137 3.4600e0030.0172 0.0000 10.4219 10.4219 3.3700e0030.0000 10.5062 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1568

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1058 0.9682 1.0145 1.6700e0030.0502 0.0502 0.0472 0.0472 0.0000 143.6697 143.6697 0.0344 0.0000 144.5301 Total 0.1058 0.9682 1.0145 1.6700e0030.0502 0.0502 0.0472 0.0472 0.0000 143.6697 143.6697 0.0344 0.0000 144.5301 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1569

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 2.7000e0046.9300e0032.0200e0033.0000e0058.1000e0047.0000e0058.8000e0042.4000e0047.0000e0053.0000e0040.0000 2.5538 2.5538 6.0000e0053.8000e0042.6680 Worker 1.1900e0038.6000e0040.0104 3.0000e0053.4300e0032.0000e0053.4500e0039.1000e0042.0000e0059.3000e0040.0000 2.7581 2.7581 9.0000e0058.0000e0052.7840 Total 1.4600e0037.7900e0030.0124 6.0000e0054.2400e0039.0000e0054.3300e0031.1500e0039.0000e0051.2300e0030.0000 5.3119 5.3119 1.5000e0044.6000e0045.4520 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1058 0.9682 1.0145 1.6700e0030.0502 0.0502 0.0472 0.0472 0.0000 143.6695 143.6695 0.0344 0.0000 144.5300 Total 0.1058 0.9682 1.0145 1.6700e0030.0502 0.0502 0.0472 0.0472 0.0000 143.6695 143.6695 0.0344 0.0000 144.5300 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1570

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0834 0.7624 0.8609 1.4300e0030.0371 0.0371 0.0349 0.0349 0.0000 122.8565 122.8565 0.0292 0.0000 123.5872 Total 0.0834 0.7624 0.8609 1.4300e0030.0371 0.0371 0.0349 0.0349 0.0000 122.8565 122.8565 0.0292 0.0000 123.5872 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1571

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 1.1000e0044.7100e0031.4700e0032.0000e0057.0000e0043.0000e0057.2000e0042.0000e0043.0000e0052.3000e0040.0000 2.0924 2.0924 4.0000e0053.1000e0042.1857 Worker 9.5000e0046.5000e0048.2300e0032.0000e0052.9300e0032.0000e0052.9500e0037.8000e0041.0000e0057.9000e0040.0000 2.2976 2.2976 7.0000e0056.0000e0052.3180 Total 1.0600e0035.3600e0039.7000e0034.0000e0053.6300e0035.0000e0053.6700e0039.8000e0044.0000e0051.0200e0030.0000 4.3900 4.3900 1.1000e0043.7000e0044.5037 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0834 0.7624 0.8609 1.4300e0030.0371 0.0371 0.0349 0.0349 0.0000 122.8564 122.8564 0.0292 0.0000 123.5870 Total 0.0834 0.7624 0.8609 1.4300e0030.0371 0.0371 0.0349 0.0349 0.0000 122.8564 122.8564 0.0292 0.0000 123.5870 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1572

3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 8.7900e0030.0857 0.1098 1.7000e0044.3900e0034.3900e0034.0500e0034.0500e0030.0000 14.7383 14.7383 4.6300e0030.0000 14.8540 Paving 1.4000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 8.9300e0030.0857 0.1098 1.7000e0044.3900e0034.3900e0034.0500e0034.0500e0030.0000 14.7383 14.7383 4.6300e0030.0000 14.8540 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1573

3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.9000e0043.6000e0044.3000e0031.0000e0051.4200e0031.0000e0051.4300e0033.8000e0041.0000e0053.9000e0040.0000 1.1439 1.1439 4.0000e0053.0000e0051.1547 Total 4.9000e0043.6000e0044.3000e0031.0000e0051.4200e0031.0000e0051.4300e0033.8000e0041.0000e0053.9000e0040.0000 1.1439 1.1439 4.0000e0053.0000e0051.1547 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 8.7900e0030.0857 0.1098 1.7000e0044.3900e0034.3900e0034.0500e0034.0500e0030.0000 14.7383 14.7383 4.6300e0030.0000 14.8540 Paving 1.4000e0040.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 8.9300e0030.0857 0.1098 1.7000e0044.3900e0034.3900e0034.0500e0034.0500e0030.0000 14.7383 14.7383 4.6300e0030.0000 14.8540 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1574

3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6000e0041.1000e0041.3600e0030.0000 4.5000e0040.0000 4.5000e0041.2000e0040.0000 1.2000e0040.0000 0.3622 0.3622 1.0000e0051.0000e0050.3656 Total 1.6000e0041.1000e0041.3600e0030.0000 4.5000e0040.0000 4.5000e0041.2000e0040.0000 1.2000e0040.0000 0.3622 0.3622 1.0000e0051.0000e0050.3656 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.0797 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0117 0.0803 0.1034 1.7000e0044.6600e0034.6600e0034.6600e0034.6600e0030.0000 14.5535 14.5535 9.5000e0040.0000 14.5772 Total 0.0913 0.0803 0.1034 1.7000e0044.6600e0034.6600e0034.6600e0034.6600e0030.0000 14.5535 14.5535 9.5000e0040.0000 14.5772 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1576

3.7 Architectural Coating - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.5000e0041.0000e0041.2900e0030.0000 4.6000e0040.0000 4.6000e0041.2000e0040.0000 1.2000e0040.0000 0.3592 0.3592 1.0000e0051.0000e0050.3624 Total 1.5000e0041.0000e0041.2900e0030.0000 4.6000e0040.0000 4.6000e0041.2000e0040.0000 1.2000e0040.0000 0.3592 0.3592 1.0000e0051.0000e0050.3624 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0111 0.0756 0.1050 1.7000e0044.1100e0034.1100e0034.1100e0034.1100e0030.0000 14.8089 14.8089 8.9000e0040.0000 14.8310 Total 0.0922 0.0756 0.1050 1.7000e0044.1100e0034.1100e0034.1100e0034.1100e0030.0000 14.8089 14.8089 8.9000e0040.0000 14.8310 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 21 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1578

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
CalEEMod Version: CalEEMod.2020.4.0 Page 22 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1579
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0489 0.0554 0.4524 9.2000e0040.0953 6.9000e0040.0960 0.0255 6.4000e0040.0261 0.0000 85.4158 85.4158 5.8100e0034.2000e00386.8135 Unmitigated 0.0489 0.0554 0.4524 9.2000e0040.0953 6.9000e0040.0960 0.0255 6.4000e0040.0261 0.0000 85.4158 85.4158 5.8100e0034.2000e00386.8135

4.2 Trip Summary Information

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Enclosed Parking Structure 0.552821 0.058334 0.189005 0.121481 0.023262 0.005577 0.010166 0.007476 0.001000 0.000579 0.026545 0.000826 0.002928 Parking Lot 0.552821 0.058334 0.189005 0.121481 0.023262 0.005577 0.010166 0.007476 0.001000 0.000579 0.026545 0.000826 0.002928 CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1580
Single Family Housing 0.552821 0.058334 0.189005 0.121481 0.023262 0.005577 0.010166 0.007476 0.001000 0.000579 0.026545 0.000826 0.002928

5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 10.0403 10.0403 1.6200e0032.0000e00410.1395 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 10.0403 10.0403 1.6200e0032.0000e00410.1395 NaturalGas
Mitigated

2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 24.7124 24.7124 4.7000e0044.5000e00424.8593 NaturalGas
Unmitigated

2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 24.7124 24.7124 4.7000e0044.5000e00424.8593

5.1 Mitigation Measures Energy
Historical Energy Use: N
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family
Housing
463094 2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 24.7124 24.7124 4.7000e0044.5000e00424.8593 Total 2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 24.7124 24.7124 4.7000e0044.5000e00424.8593 Unmitigated
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family
Housing
463094 2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 24.7124 24.7124 4.7000e0044.5000e00424.8593 Total 2.5000e0030.0213 9.0800e0031.4000e0041.7300e0031.7300e0031.7300e0031.7300e0030.0000 24.7124 24.7124 4.7000e0044.5000e00424.8593 Mitigated
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6.1 Mitigation Measures Area

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Enclosed Parking
Structure
13109.3 1.2129 2.0000e0042.0000e0051.2249
Parking Lot 1680 0.1554 3.0000e0050.0000 0.1570
Single Family
Housing
93726.2 8.6719 1.4000e0031.7000e0048.7577
Total 10.0403 1.6300e0031.9000e00410.1395
Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.1783 2.5800e0030.1922 2.2000e0040.0153 0.0153 0.0153 0.0153 1.5253 0.5205 2.0458 3.0200e0039.0000e0052.1474 Unmitigated 0.1783 2.5800e0030.1922 2.2000e0040.0153 0.0153 0.0153 0.0153 1.5253 0.5205 2.0458 3.0200e0039.0000e0052.1474

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.0161 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.0888 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0707 1.5500e0030.1029 2.1000e0040.0148 0.0148 0.0148 0.0148 1.5253 0.3745 1.8999 2.8800e0039.0000e0051.9979 Landscaping 2.7100e0031.0300e0030.0893 0.0000 4.9000e0044.9000e0044.9000e0044.9000e0040.0000 0.1460 0.1460 1.4000e0040.0000 0.1495 Total 0.1783 2.5800e0030.1922 2.1000e0040.0153 0.0153 0.0153 0.0153 1.5253 0.5205 2.0458 3.0200e0039.0000e0052.1474 Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 29 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1586
Apply Water Conservation Strategy

7.1 Mitigation Measures Water

7.0 Water Detail

0.0161 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

0.0888 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0707 1.5500e0030.1029 2.1000e0040.0148 0.0148 0.0148 0.0148 1.5253 0.3745 1.8999 2.8800e0039.0000e0051.9979 Landscaping 2.7100e0031.0300e0030.0893 0.0000 4.9000e0044.9000e0044.9000e0044.9000e0040.0000 0.1460 0.1460 1.4000e0040.0000 0.1495 Total 0.1783 2.5800e0030.1922 2.1000e0040.0153 0.0153 0.0153 0.0153 1.5253 0.5205 2.0458 3.0200e0039.0000e0052.1474 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 30 of 35 Date: 11/10/2021 11:25 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1587
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 0.7672 0.0256 6.1000e0041.5885
Unmitigated 0.7991 0.0256 6.1000e0041.6207

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Enclosed Parking
Structure
0 / 0 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Single Family
Housing

0.781848 /

0.492904

0.7991 0.0256 6.1000e0041.6207
Total 0.7991 0.0256 6.1000e0041.6207
Unmitigated
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0.781848 /

0.394323

0.7672 0.0256 6.1000e0041.5885
Total 0.7672 0.0256 6.1000e0041.5885
Mitigated

8.1 Mitigation Measures Waste

8.0 Waste Detail
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Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 2.8987 0.1713 0.0000 7.1814
Unmitigated 2.8987 0.1713 0.0000 7.1814
Category/Year

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Single Family
Housing

14.28 2.8987 0.1713 0.0000 7.1814
Total 2.8987 0.1713 0.0000 7.1814
Unmitigated
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14.28 2.8987 0.1713 0.0000 7.1814
Total 2.8987 0.1713 0.0000 7.1814
Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

11.0 Vegetation
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20860 McClellan Road Project
Bay Area AQMD Air District, Summer
Project Characteristics -
Land Use - ADUs were included in the single-family residential unit count as a conservative approach. Square footage was based on the site plan prepared for the proposed project.

Construction Phase - Architectural coating phase assumed to begin two weeks after the initiation of building construction, and last for the same duration.

Water Mitigation - Compliant with MWELO.

Demolition - Based on information provided in the Phase I ESA prepared for the proposed project.

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
5 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 64

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Pacific Gas and Electric Company
Operational Year 2023
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase NumDays 18.00 230.00
tblLandUse LandUseSquareFeet 4,800.00 2,497.00
tblLandUse LandUseSquareFeet 21,600.00 22,617.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1593

2.0 Emissions Summary

2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 3.3360 33.1151 21.1092 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,100.799 3 4,100.799
3 1.1958 0.0411 4,139.632
7 2023 3.1859 15.7861 18.2738 0.0309 0.0793 0.7714 0.8507 0.0213 0.7300 0.7514 0.0000 2,938.457 8 2,938.457
8 0.6271 7.8100e0032,956.462
1 Maximum 3.3360 33.1151 21.1092 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,100.799 3 4,100.799
3 1.1958 0.0411 4,139.632
7 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 3.3360 33.1151 21.1092 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,100.799 3 4,100.799
3 1.1958 0.0411 4,139.632
7 2023 3.1859 15.7861 18.2738 0.0309 0.0793 0.7714 0.8507 0.0213 0.7300 0.7514 0.0000 2,938.457 8 2,938.457
8 0.6271 7.8100e0032,956.462
1 Maximum 3.3360 33.1151 21.1092 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,100.799 3 4,100.799
3 1.1958 0.0411 4,139.632
7 Mitigated Construction
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1595

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Energy 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Mobile 0.3058 0.2861 2.5371 5.4300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 557.8649 557.8649 0.0335 0.0247 566.0561 Total 13.3600 0.6539 19.6630 0.0365 0.5565 2.2931 2.8496 0.1482 2.2928 2.4410 244.5401 783.0351 1,027.575 1 0.3405 0.0447 1,049.397
9 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Energy 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Mobile 0.3058 0.2861 2.5371 5.4300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 557.8649 557.8649 0.0335 0.0247 566.0561 Total 13.3600 0.6539 19.6630 0.0365 0.5565 2.2931 2.8496 0.1482 2.2928 2.4410 244.5401 783.0351 1,027.575 1 0.3405 0.0447 1,049.397
9 Mitigated Operational
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 5/1/2022 5/27/2022 5 20
2 Site Preparation Site Preparation 5/28/2022 6/3/2022 5 5 3 Grading Grading 6/4/2022 6/15/2022 5 8
4 Building Construction Building Construction 7/12/2022 5/29/2023 5 230 5 Paving Paving 6/16/2022 7/11/2022 5 18
6 Architectural Coating Architectural Coating 7/26/2022 6/12/2023 5 230 OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 45,799; Residential Outdoor: 15,266; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 438 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 7.5
Acres of Grading (Grading Phase): 8
Acres of Paving: 0.22
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3.1 Mitigation Measures Construction
Grading Excavators 1 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Paving Equipment 2 6.00 132 0.36
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 70.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 6 15.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 7.00 2.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 8 20.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 1.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1598

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.7592 0.0000 0.7592 0.1150 0.0000 0.1150 0.0000 0.0000 Off-Road 2.6392 25.7194 20.5941 0.0388 1.2427 1.2427 1.1553 1.1553 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Total 2.6392 25.7194 20.5941 0.0388 0.7592 1.2427 2.0018 0.1150 1.1553 1.2702 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0165 0.5811 0.1274 2.2200e0030.0612 5.4000e0030.0666 0.0168 5.1700e0030.0220 241.8087 241.8087 7.9800e0030.0383 253.4210 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0436 0.0263 0.3878 1.1000e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 112.2095 112.2095 3.0600e0032.8000e003113.1197 Total 0.0601 0.6074 0.5151 3.3200e0030.1844 6.0400e0030.1905 0.0495 5.7600e0030.0552 354.0182 354.0182 0.0110 0.0411 366.5407 Unmitigated Construction Off-Site
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3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.7592 0.0000 0.7592 0.1150 0.0000 0.1150 0.0000 0.0000 Off-Road 2.6392 25.7194 20.5941 0.0388 1.2427 1.2427 1.1553 1.1553 0.0000 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Total 2.6392 25.7194 20.5941 0.0388 0.7592 1.2427 2.0018 0.1150 1.1553 1.2702 0.0000 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0165 0.5811 0.1274 2.2200e0030.0612 5.4000e0030.0666 0.0168 5.1700e0030.0220 241.8087 241.8087 7.9800e0030.0383 253.4210 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0436 0.0263 0.3878 1.1000e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 112.2095 112.2095 3.0600e0032.8000e003113.1197 Total 0.0601 0.6074 0.5151 3.3200e0030.1844 6.0400e0030.1905 0.0495 5.7600e0030.0552 354.0182 354.0182 0.0110 0.0411 366.5407 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1600

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Total 3.1701 33.0835 19.6978 0.0380 19.6570 1.6126 21.2696 10.1025 1.4836 11.5860 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0524 0.0316 0.4653 1.3200e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 134.6513 134.6513 3.6700e0033.3600e003135.7437 Total 0.0524 0.0316 0.4653 1.3200e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 134.6513 134.6513 3.6700e0033.3600e003135.7437 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1601

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 0.0000 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Total 3.1701 33.0835 19.6978 0.0380 19.6570 1.6126 21.2696 10.1025 1.4836 11.5860 0.0000 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0524 0.0316 0.4653 1.3200e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 134.6513 134.6513 3.6700e0033.3600e003135.7437 Total 0.0524 0.0316 0.4653 1.3200e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 134.6513 134.6513 3.6700e0033.3600e003135.7437 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1602

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.9486 20.8551 15.2727 0.0297 0.9409 0.9409 0.8656 0.8656 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Total 1.9486 20.8551 15.2727 0.0297 7.0826 0.9409 8.0234 3.4247 0.8656 4.2903 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0436 0.0263 0.3878 1.1000e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 112.2095 112.2095 3.0600e0032.8000e003113.1197 Total 0.0436 0.0263 0.3878 1.1000e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 112.2095 112.2095 3.0600e0032.8000e003113.1197 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1603

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.9486 20.8551 15.2727 0.0297 0.9409 0.9409 0.8656 0.8656 0.0000 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Total 1.9486 20.8551 15.2727 0.0297 7.0826 0.9409 8.0234 3.4247 0.8656 4.2903 0.0000 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0436 0.0263 0.3878 1.1000e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 112.2095 112.2095 3.0600e0032.8000e003113.1197 Total 0.0436 0.0263 0.3878 1.1000e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 112.2095 112.2095 3.0600e0032.8000e003113.1197 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1604

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 4.3100e0030.1079 0.0321 4.2000e0040.0135 1.1500e0030.0147 3.9000e0031.1000e0035.0000e00345.3972 45.3972 9.9000e0046.7300e00347.4264 Worker 0.0204 0.0123 0.1810 5.1000e0040.0575 3.0000e0040.0578 0.0153 2.8000e0040.0155 52.3644 52.3644 1.4300e0031.3100e00352.7892 Total 0.0247 0.1202 0.2130 9.3000e0040.0710 1.4500e0030.0725 0.0192 1.3800e0030.0205 97.7616 97.7616 2.4200e0038.0400e003100.2156 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1605

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 4.3100e0030.1079 0.0321 4.2000e0040.0135 1.1500e0030.0147 3.9000e0031.1000e0035.0000e00345.3972 45.3972 9.9000e0046.7300e00347.4264 Worker 0.0204 0.0123 0.1810 5.1000e0040.0575 3.0000e0040.0578 0.0153 2.8000e0040.0155 52.3644 52.3644 1.4300e0031.3100e00352.7892 Total 0.0247 0.1202 0.2130 9.3000e0040.0710 1.4500e0030.0725 0.0192 1.3800e0030.0205 97.7616 97.7616 2.4200e0038.0400e003100.2156 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1606

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 2.1800e0030.0858 0.0274 4.1000e0040.0136 5.2000e0040.0141 3.9000e0035.0000e0044.4000e00343.4922 43.4922 8.9000e0046.4300e00345.4305 Worker 0.0189 0.0109 0.1673 5.0000e0040.0575 2.9000e0040.0578 0.0153 2.6000e0040.0155 51.0192 51.0192 1.2900e0031.2100e00351.4120 Total 0.0211 0.0967 0.1947 9.1000e0040.0711 8.1000e0040.0719 0.0192 7.6000e0040.0199 94.5114 94.5114 2.1800e0037.6400e00396.8425 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1607

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 2.1800e0030.0858 0.0274 4.1000e0040.0136 5.2000e0040.0141 3.9000e0035.0000e0044.4000e00343.4922 43.4922 8.9000e0046.4300e00345.4305 Worker 0.0189 0.0109 0.1673 5.0000e0040.0575 2.9000e0040.0578 0.0153 2.6000e0040.0155 51.0192 51.0192 1.2900e0031.2100e00351.4120 Total 0.0211 0.0967 0.1947 9.1000e0040.0711 8.1000e0040.0719 0.0192 7.6000e0040.0199 94.5114 94.5114 2.1800e0037.6400e00396.8425 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1608

3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9765 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Paving 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9925 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0582 0.0351 0.5170 1.4700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 149.6126 149.6126 4.0800e0033.7300e003150.8263 Total 0.0582 0.0351 0.5170 1.4700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 149.6126 149.6126 4.0800e0033.7300e003150.8263 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1609

3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9765 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 0.0000 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Paving 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9925 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 0.0000 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0582 0.0351 0.5170 1.4700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 149.6126 149.6126 4.0800e0033.7300e003150.8263 Total 0.0582 0.0351 0.5170 1.4700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 149.6126 149.6126 4.0800e0033.7300e003150.8263 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1610

3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Total 1.6022 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.9100e0031.7500e0030.0259 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.4806 7.4806 2.0000e0041.9000e0047.5413 Total 2.9100e0031.7500e0030.0259 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.4806 7.4806 2.0000e0041.9000e0047.5413 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1611

3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Total 1.6022 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.9100e0031.7500e0030.0259 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.4806 7.4806 2.0000e0041.9000e0047.5413 Total 2.9100e0031.7500e0030.0259 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.4806 7.4806 2.0000e0041.9000e0047.5413 Mitigated Construction Off-Site
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3.7 Architectural Coating - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1917 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 281.4481 281.4481 0.0168 281.8690 Total 1.5893 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 281.4481 281.4481 0.0168 281.8690 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.7000e0031.5500e0030.0239 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.2885 7.2885 1.8000e0041.7000e0047.3446 Total 2.7000e0031.5500e0030.0239 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.2885 7.2885 1.8000e0041.7000e0047.3446 Unmitigated Construction Off-Site
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3.7 Architectural Coating - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1917 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 0.0000 281.4481 281.4481 0.0168 281.8690 Total 1.5893 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 0.0000 281.4481 281.4481 0.0168 281.8690 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.7000e0031.5500e0030.0239 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.2885 7.2885 1.8000e0041.7000e0047.3446 Total 2.7000e0031.5500e0030.0239 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0037.2885 7.2885 1.8000e0041.7000e0047.3446 Mitigated Construction Off-Site
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4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.3058 0.2861 2.5371 5.4300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 557.8649 557.8649 0.0335 0.0247 566.0561 Unmitigated 0.3058 0.2861 2.5371 5.4300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 557.8649 557.8649 0.0335 0.0247 566.0561

4.1 Mitigation Measures Mobile

4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Enclosed Parking Structure 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Single Family Housing 113.28 114.48 102.60 258,504 258,504 Total 113.28 114.48 102.60 258,504 258,504
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Enclosed Parking Structure 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0 Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Single Family Housing 10.80 4.80 5.70 31.00 15.00 54.00 86 11 3 CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 29 Date: 11/10/2021 11:27 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1615

5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated

0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 NaturalGas
Unmitigated

0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517

5.1 Mitigation Measures Energy
Historical Energy Use: N
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family
Housing
1268.75 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Total 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Unmitigated
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6.1 Mitigation Measures Area

6.0 Area Detail

1.26875 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Total 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Unmitigated 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

0.0881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

0.4866 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 12.4358 0.2395 16.0835 0.0303 2.2743 2.2743 2.2743 2.2743 244.5401 74.1177 318.6577 0.3024 0.0173 331.3590 Landscaping 0.0301 0.0114 0.9927 5.0000e0055.4900e0035.4900e0035.4900e0035.4900e0031.7879 1.7879 1.7300e0031.8311 Total 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Unmitigated
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Apply Water Conservation Strategy

7.1 Mitigation Measures Water

7.0 Water Detail

0.0881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

0.4866 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 12.4358 0.2395 16.0835 0.0303 2.2743 2.2743 2.2743 2.2743 244.5401 74.1177 318.6577 0.3024 0.0173 331.3590 Landscaping 0.0301 0.0114 0.9927 5.0000e0055.4900e0035.4900e0035.4900e0035.4900e0031.7879 1.7879 1.7300e0031.8311 Total 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Mitigated
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11.0 Vegetation

8.1 Mitigation Measures Waste

8.0 Waste Detail

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

Construction Phase - Architectural coating phase assumed to begin two weeks after the initiation of building construction, and last for the same duration.

Water Mitigation - Compliant with MWELO.

Demolition - Based on information provided in the Phase I ESA prepared for the proposed project.

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
5 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 64

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Pacific Gas and Electric Company
Operational Year 2023
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity 0.033
(lb/MWhr)
N2O Intensity 0.004
(lb/MWhr)
Table Name Column Name Default Value New Value
tblConstructionPhase NumDays 18.00 230.00
tblLandUse LandUseSquareFeet 4,800.00 2,497.00
tblLandUse LandUseSquareFeet 21,600.00 22,617.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1622

2.0 Emissions Summary

2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 3.3365 33.1225 21.0933 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,092.904 3 4,092.904
3 1.1963 0.0415 4,131.878
2 2023 3.1864 15.7940 18.2666 0.0309 0.0793 0.7714 0.8507 0.0213 0.7300 0.7514 0.0000 2,934.387 0 2,934.387
0 0.6272 8.0400e0032,952.463
4 Maximum 3.3365 33.1225 21.0933 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,092.904 3 4,092.904
3 1.1963 0.0415 4,131.878
2 Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2022 3.3365 33.1225 21.0933 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,092.904 3 4,092.904
3 1.1963 0.0415 4,131.878
2 2023 3.1864 15.7940 18.2666 0.0309 0.0793 0.7714 0.8507 0.0213 0.7300 0.7514 0.0000 2,934.387 0 2,934.387
0 0.6272 8.0400e0032,952.463
4 Maximum 3.3365 33.1225 21.0933 0.0421 19.8049 1.6134 21.4182 10.1417 1.4843 11.6260 0.0000 4,092.904 3 4,092.904
3 1.1963 0.0415 4,131.878
2 Mitigated Construction
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1624

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Energy 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Mobile 0.2759 0.3300 2.7121 5.1300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 526.6503 526.6503 0.0382 0.0271 535.6838 Total 13.3301 0.6978 19.8380 0.0362 0.5565 2.2931 2.8496 0.1482 2.2928 2.4410 244.5401 751.8205 996.3605 0.3451 0.0471 1,019.025 6 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Energy 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Mobile 0.2759 0.3300 2.7121 5.1300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 526.6503 526.6503 0.0382 0.0271 535.6838 Total 13.3301 0.6978 19.8380 0.0362 0.5565 2.2931 2.8496 0.1482 2.2928 2.4410 244.5401 751.8205 996.3605 0.3451 0.0471 1,019.025 6 Mitigated Operational
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 45,799; Residential Outdoor: 15,266; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 438 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 7.5
Acres of Grading (Grading Phase): 8
Acres of Paving: 0.22
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3.1 Mitigation Measures Construction
Grading Excavators 1 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Paving Equipment 2 6.00 132 0.36
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 70.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 6 15.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 7.00 2.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 8 20.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 1.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1627

3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.7592 0.0000 0.7592 0.1150 0.0000 0.1150 0.0000 0.0000 Off-Road 2.6392 25.7194 20.5941 0.0388 1.2427 1.2427 1.1553 1.1553 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Total 2.6392 25.7194 20.5941 0.0388 0.7592 1.2427 2.0018 0.1150 1.1553 1.2702 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0161 0.6131 0.1294 2.2200e0030.0612 5.4100e0030.0666 0.0168 5.1800e0030.0220 241.8873 241.8873 7.9600e0030.0383 253.5035 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0446 0.0325 0.3699 1.0200e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 104.2358 104.2358 3.4600e0033.2200e003105.2827 Total 0.0607 0.6456 0.4993 3.2400e0030.1844 6.0500e0030.1905 0.0495 5.7700e0030.0552 346.1231 346.1231 0.0114 0.0415 358.7861 Unmitigated Construction Off-Site
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3.2 Demolition - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.7592 0.0000 0.7592 0.1150 0.0000 0.1150 0.0000 0.0000 Off-Road 2.6392 25.7194 20.5941 0.0388 1.2427 1.2427 1.1553 1.1553 0.0000 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Total 2.6392 25.7194 20.5941 0.0388 0.7592 1.2427 2.0018 0.1150 1.1553 1.2702 0.0000 3,746.781 2 3,746.781
2 1.0524 3,773.092
0 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0161 0.6131 0.1294 2.2200e0030.0612 5.4100e0030.0666 0.0168 5.1800e0030.0220 241.8873 241.8873 7.9600e0030.0383 253.5035 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0446 0.0325 0.3699 1.0200e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 104.2358 104.2358 3.4600e0033.2200e003105.2827 Total 0.0607 0.6456 0.4993 3.2400e0030.1844 6.0500e0030.1905 0.0495 5.7700e0030.0552 346.1231 346.1231 0.0114 0.0415 358.7861 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1629

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Total 3.1701 33.0835 19.6978 0.0380 19.6570 1.6126 21.2696 10.1025 1.4836 11.5860 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0535 0.0390 0.4438 1.2300e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 125.0830 125.0830 4.1600e0033.8700e003126.3392 Total 0.0535 0.0390 0.4438 1.2300e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 125.0830 125.0830 4.1600e0033.8700e003126.3392 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1630

3.3 Site Preparation - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 0.0000 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Total 3.1701 33.0835 19.6978 0.0380 19.6570 1.6126 21.2696 10.1025 1.4836 11.5860 0.0000 3,686.061 9 3,686.061
9 1.1922 3,715.865
5 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0535 0.0390 0.4438 1.2300e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 125.0830 125.0830 4.1600e0033.8700e003126.3392 Total 0.0535 0.0390 0.4438 1.2300e0030.1479 7.7000e0040.1486 0.0392 7.1000e0040.0399 125.0830 125.0830 4.1600e0033.8700e003126.3392 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1631

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.9486 20.8551 15.2727 0.0297 0.9409 0.9409 0.8656 0.8656 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Total 1.9486 20.8551 15.2727 0.0297 7.0826 0.9409 8.0234 3.4247 0.8656 4.2903 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0446 0.0325 0.3699 1.0200e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 104.2358 104.2358 3.4600e0033.2200e003105.2827 Total 0.0446 0.0325 0.3699 1.0200e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 104.2358 104.2358 3.4600e0033.2200e003105.2827 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1632

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 7.0826 0.0000 7.0826 3.4247 0.0000 3.4247 0.0000 0.0000 Off-Road 1.9486 20.8551 15.2727 0.0297 0.9409 0.9409 0.8656 0.8656 0.0000 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Total 1.9486 20.8551 15.2727 0.0297 7.0826 0.9409 8.0234 3.4247 0.8656 4.2903 0.0000 2,872.046 4 2,872.046
4 0.9289 2,895.268
4 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0446 0.0325 0.3699 1.0200e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 104.2358 104.2358 3.4600e0033.2200e003105.2827 Total 0.0446 0.0325 0.3699 1.0200e0030.1232 6.4000e0040.1239 0.0327 5.9000e0040.0333 104.2358 104.2358 3.4600e0033.2200e003105.2827 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 12 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1633

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 4.2700e0030.1138 0.0332 4.2000e0040.0135 1.1500e0030.0147 3.9000e0031.1000e0035.0000e00345.4156 45.4156 9.8000e0046.7400e00347.4478 Worker 0.0208 0.0152 0.1726 4.8000e0040.0575 3.0000e0040.0578 0.0153 2.8000e0040.0155 48.6434 48.6434 1.6200e0031.5000e00349.1319 Total 0.0251 0.1289 0.2058 9.0000e0040.0710 1.4500e0030.0725 0.0192 1.3800e0030.0205 94.0589 94.0589 2.6000e0038.2400e00396.5797 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 13 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1634

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 4.2700e0030.1138 0.0332 4.2000e0040.0135 1.1500e0030.0147 3.9000e0031.1000e0035.0000e00345.4156 45.4156 9.8000e0046.7400e00347.4478 Worker 0.0208 0.0152 0.1726 4.8000e0040.0575 3.0000e0040.0578 0.0153 2.8000e0040.0155 48.6434 48.6434 1.6200e0031.5000e00349.1319 Total 0.0251 0.1289 0.2058 9.0000e0040.0710 1.4500e0030.0725 0.0192 1.3800e0030.0205 94.0589 94.0589 2.6000e0038.2400e00396.5797 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 14 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1635

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 2.1000e0030.0908 0.0283 4.1000e0040.0136 5.2000e0040.0141 3.9000e0035.0000e0044.4000e00343.5544 43.5544 8.8000e0046.4500e00345.4974 Worker 0.0194 0.0134 0.1603 4.6000e0040.0575 2.9000e0040.0578 0.0153 2.6000e0040.0155 47.4028 47.4028 1.4600e0031.3900e00347.8546 Total 0.0215 0.1042 0.1886 8.7000e0040.0711 8.1000e0040.0719 0.0192 7.6000e0040.0199 90.9572 90.9572 2.3400e0037.8400e00393.3520 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 15 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1636

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 2.1000e0030.0908 0.0283 4.1000e0040.0136 5.2000e0040.0141 3.9000e0035.0000e0044.4000e00343.5544 43.5544 8.8000e0046.4500e00345.4974 Worker 0.0194 0.0134 0.1603 4.6000e0040.0575 2.9000e0040.0578 0.0153 2.6000e0040.0155 47.4028 47.4028 1.4600e0031.3900e00347.8546 Total 0.0215 0.1042 0.1886 8.7000e0040.0711 8.1000e0040.0719 0.0192 7.6000e0040.0199 90.9572 90.9572 2.3400e0037.8400e00393.3520 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 16 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1637

3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9765 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Paving 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9925 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0594 0.0433 0.4932 1.3700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 138.9811 138.9811 4.6200e0034.3000e003140.3769 Total 0.0594 0.0433 0.4932 1.3700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 138.9811 138.9811 4.6200e0034.3000e003140.3769 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 17 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1638

3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9765 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 0.0000 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Paving 0.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9925 9.5221 12.1940 0.0189 0.4877 0.4877 0.4504 0.4504 0.0000 1,805.129 7 1,805.129
7 0.5672 1,819.309
1 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0594 0.0433 0.4932 1.3700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 138.9811 138.9811 4.6200e0034.3000e003140.3769 Total 0.0594 0.0433 0.4932 1.3700e0030.1643 8.6000e0040.1652 0.0436 7.9000e0040.0444 138.9811 138.9811 4.6200e0034.3000e003140.3769 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 18 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1639

3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Total 1.6022 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.9700e0032.1700e0030.0247 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.9491 6.9491 2.3000e0042.1000e0047.0188 Total 2.9700e0032.1700e0030.0247 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.9491 6.9491 2.3000e0042.1000e0047.0188 Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 19 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1640

3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2045 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Total 1.6022 1.4085 1.8136 2.9700e0030.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.9700e0032.1700e0030.0247 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.9491 6.9491 2.3000e0042.1000e0047.0188 Total 2.9700e0032.1700e0030.0247 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.9491 6.9491 2.3000e0042.1000e0047.0188 Mitigated Construction Off-Site
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3.7 Architectural Coating - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1917 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 281.4481 281.4481 0.0168 281.8690 Total 1.5893 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 281.4481 281.4481 0.0168 281.8690 Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.7700e0031.9200e0030.0229 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.7718 6.7718 2.1000e0042.0000e0046.8364 Total 2.7700e0031.9200e0030.0229 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.7718 6.7718 2.1000e0042.0000e0046.8364 Unmitigated Construction Off-Site
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3.7 Architectural Coating - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 1.3977 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1917 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 0.0000 281.4481 281.4481 0.0168 281.8690 Total 1.5893 1.3030 1.8111 2.9700e0030.0708 0.0708 0.0708 0.0708 0.0000 281.4481 281.4481 0.0168 281.8690 Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.7700e0031.9200e0030.0229 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.7718 6.7718 2.1000e0042.0000e0046.8364 Total 2.7700e0031.9200e0030.0229 7.0000e0058.2100e0034.0000e0058.2600e0032.1800e0034.0000e0052.2200e0036.7718 6.7718 2.1000e0042.0000e0046.8364 Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 22 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1643

4.0 Operational Detail - Mobile
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.2759 0.3300 2.7121 5.1300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 526.6503 526.6503 0.0382 0.0271 535.6838 Unmitigated 0.2759 0.3300 2.7121 5.1300e0030.5565 3.8700e0030.5603 0.1482 3.6000e0030.1518 526.6503 526.6503 0.0382 0.0271 535.6838

4.1 Mitigation Measures Mobile

4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Enclosed Parking Structure 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Single Family Housing 113.28 114.48 102.60 258,504 258,504 Total 113.28 114.48 102.60 258,504 258,504
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Enclosed Parking Structure 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0 Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Single Family Housing 10.80 4.80 5.70 31.00 15.00 54.00 86 11 3 CalEEMod Version: CalEEMod.2020.4.0 Page 23 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1644

5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated

0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 NaturalGas
Unmitigated

0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517

5.1 Mitigation Measures Energy
Historical Energy Use: N
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family
Housing
1268.75 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Total 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Unmitigated
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6.1 Mitigation Measures Area

6.0 Area Detail

1.26875 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Total 0.0137 0.1169 0.0498 7.5000e0049.4500e0039.4500e0039.4500e0039.4500e003149.2647 149.2647 2.8600e0032.7400e003150.1517 Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 26 of 29 Date: 11/10/2021 11:31 AM 20860 McClellan Road Project - Bay Area AQMD Air District, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1647
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Unmitigated 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901

0.0881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

0.4866 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 12.4358 0.2395 16.0835 0.0303 2.2743 2.2743 2.2743 2.2743 244.5401 74.1177 318.6577 0.3024 0.0173 331.3590 Landscaping 0.0301 0.0114 0.9927 5.0000e0055.4900e0035.4900e0035.4900e0035.4900e0031.7879 1.7879 1.7300e0031.8311 Total 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Unmitigated
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Apply Water Conservation Strategy

7.1 Mitigation Measures Water

7.0 Water Detail

0.0881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

0.4866 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 12.4358 0.2395 16.0835 0.0303 2.2743 2.2743 2.2743 2.2743 244.5401 74.1177 318.6577 0.3024 0.0173 331.3590 Landscaping 0.0301 0.0114 0.9927 5.0000e0055.4900e0035.4900e0035.4900e0035.4900e0031.7879 1.7879 1.7300e0031.8311 Total 13.0405 0.2509 17.0762 0.0303 2.2798 2.2798 2.2798 2.2798 244.5401 75.9055 320.4456 0.3041 0.0173 333.1901 Mitigated
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11.0 Vegetation

8.1 Mitigation Measures Waste

8.0 Waste Detail

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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Bay Area AQMD Air District, Mitigation Report
Construction Mitigation Summary
Phase ROG NOx CO SO2
Exhaust
PM10
Exhaust
PM2.5 Bio- CO2
NBioCO2 Total CO2 CH4 N2O CO2e
Percent Reduction
Architectural Coating 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Building Construction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Demolition 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Grading 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Site Preparation 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OFFROAD Equipment Mitigation
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
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Equipment Type Fuel Type Tier Number Mitigated Total Number of Equipment DPF Oxidation Catalyst Air Compressors Diesel No Change 0 1 No Change 0.00
Cement and Mortar Mixers Diesel No Change 0 2 No Change 0.00 Concrete/Industrial Saws Diesel No Change 0 1 No Change 0.00 Cranes Diesel No Change 0 1 No Change 0.00
Excavators Diesel No Change 0 4 No Change 0.00
Forklifts Diesel No Change 0 3 No Change 0.00
Generator Sets Diesel No Change 0 1 No Change 0.00
Graders Diesel No Change 0 1 No Change 0.00
Pavers Diesel No Change 0 1 No Change 0.00
Paving Equipment Diesel No Change 0 2 No Change 0.00
Rollers Diesel No Change 0 2 No Change 0.00
Rubber Tired Dozers Diesel No Change 0 6 No Change 0.00 Tractors/Loaders/Backhoes Diesel No Change 0 11 No Change 0.00 Welders Diesel No Change 0 1 No Change 0.00
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Equipment Type ROG NOx CO SO2 Exhaust PM10 Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Unmitigated tons/yr Unmitigated mt/yr
Air Compressors 2.27700E-002 1.55860E-001 2.08420E-001 3.40000E-004 8.77000E-003 8.77000E-003 0.00000E+000 2.93624E+001 2.93624E+001 1.83000E-003 0.00000E+000 2.94083E+001 Cement and
Mortar Mixers

7.90000E-004 4.97000E-003 4.16000E-003 1.00000E-005 1.90000E-004 1.90000E-004 0.00000E+000 6.18670E-001 6.18670E-001 6.00000E-005 0.00000E+000 6.20280E-001 Concrete/Industria
l Saws

3.58000E-003 2.80100E-002 3.66500E-002 6.00000E-005 1.50000E-003 1.50000E-003 0.00000E+000 5.37656E+000 5.37656E+000 2.90000E-004 0.00000E+000 5.38390E+000 Cranes 3.65300E-002 4.03940E-001 1.87730E-001 5.80000E-004 1.68100E-002 1.54700E-002 0.00000E+000 5.10126E+001 5.10126E+001 1.65000E-002 0.00000E+000 5.14251E+001 Excavators 6.88000E-003 6.04200E-002 1.10670E-001 1.80000E-004 2.92000E-003 2.69000E-003 0.00000E+000 1.54226E+001 1.54226E+001 4.99000E-003 0.00000E+000 1.55473E+001 Forklifts 3.74300E-002 3.48800E-001 3.96620E-001 5.30000E-004 2.24300E-002 2.06300E-002 0.00000E+000 4.63305E+001 4.63305E+001 1.49800E-002 0.00000E+000 4.67051E+001 Generator Sets 3.66700E-002 3.25480E-001 4.22380E-001 7.60000E-004 1.59100E-002 1.59100E-002 0.00000E+000 6.49989E+001 6.49989E+001 2.98000E-003 0.00000E+000 6.50734E+001 Graders 1.66000E-003 2.10300E-002 6.89000E-003 3.00000E-005 6.70000E-004 6.20000E-004 0.00000E+000 2.32703E+000 2.32703E+000 7.50000E-004 0.00000E+000 2.34585E+000 Pavers 1.86000E-003 1.88900E-002 2.59600E-002 4.00000E-005 9.00000E-004 8.30000E-004 0.00000E+000 3.71703E+000 3.71703E+000 1.20000E-003 0.00000E+000 3.74708E+000 Paving Equipment 2.41000E-003 2.34600E-002 3.43700E-002 6.00000E-005 1.14000E-003 1.05000E-003 0.00000E+000 4.83105E+000 4.83105E+000 1.56000E-003 0.00000E+000 4.87011E+000 Rollers 2.24000E-003 2.33000E-002 2.51100E-002 4.00000E-005 1.34000E-003 1.24000E-003 0.00000E+000 3.11201E+000 3.11201E+000 1.01000E-003 0.00000E+000 3.13717E+000 Rubber Tired
Dozers

2.63700E-002 2.77000E-001 1.12830E-001 2.70000E-004 1.31500E-002 1.21000E-002 0.00000E+000 2.36336E+001 2.36336E+001 7.64000E-003 0.00000E+000 2.38247E+001 Tractors/Loaders/
Backhoes

5.29700E-002 5.38310E-001 7.44030E-001 1.04000E-003 2.80100E-002 2.57700E-002 0.00000E+000 9.10105E+001 9.10105E+001 2.94300E-002 0.00000E+000 9.17463E+001 Welders 3.06400E-002 1.65990E-001 1.94070E-001 2.90000E-004 6.88000E-003 6.88000E-003 0.00000E+000 2.16454E+001 2.16454E+001 2.48000E-003 0.00000E+000 2.17075E+001 CalEEMod Version: CalEEMod.2020.4.0 Page 3 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
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Equipment Type ROG NOx CO SO2 Exhaust PM10 Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Mitigated tons/yr Mitigated mt/yr
Air Compressors 2.27700E-002 1.55860E-001 2.08420E-001 3.40000E-004 8.77000E-003 8.77000E-003 0.00000E+000 2.93624E+001 2.93624E+001 1.83000E-003 0.00000E+000 2.94082E+001 Cement and Mortar
Mixers

7.90000E-004 4.97000E-003 4.16000E-003 1.00000E-005 1.90000E-004 1.90000E-004 0.00000E+000 6.18670E-001 6.18670E-001 6.00000E-005 0.00000E+000 6.20280E-001 Concrete/Industrial
Saws

3.58000E-003 2.80100E-002 3.66500E-002 6.00000E-005 1.50000E-003 1.50000E-003 0.00000E+000 5.37656E+000 5.37656E+000 2.90000E-004 0.00000E+000 5.38389E+000 Cranes 3.65300E-002 4.03940E-001 1.87730E-001 5.80000E-004 1.68100E-002 1.54700E-002 0.00000E+000 5.10126E+001 5.10126E+001 1.65000E-002 0.00000E+000 5.14250E+001 Excavators 6.88000E-003 6.04200E-002 1.10670E-001 1.80000E-004 2.92000E-003 2.69000E-003 0.00000E+000 1.54226E+001 1.54226E+001 4.99000E-003 0.00000E+000 1.55473E+001 Forklifts 3.74300E-002 3.48800E-001 3.96620E-001 5.30000E-004 2.24300E-002 2.06300E-002 0.00000E+000 4.63305E+001 4.63305E+001 1.49800E-002 0.00000E+000 4.67051E+001 Generator Sets 3.66700E-002 3.25480E-001 4.22380E-001 7.60000E-004 1.59100E-002 1.59100E-002 0.00000E+000 6.49988E+001 6.49988E+001 2.98000E-003 0.00000E+000 6.50734E+001 Graders 1.66000E-003 2.10300E-002 6.89000E-003 3.00000E-005 6.70000E-004 6.20000E-004 0.00000E+000 2.32703E+000 2.32703E+000 7.50000E-004 0.00000E+000 2.34585E+000 Pavers 1.86000E-003 1.88900E-002 2.59600E-002 4.00000E-005 9.00000E-004 8.30000E-004 0.00000E+000 3.71702E+000 3.71702E+000 1.20000E-003 0.00000E+000 3.74708E+000 Paving Equipment 2.41000E-003 2.34600E-002 3.43700E-002 6.00000E-005 1.14000E-003 1.05000E-003 0.00000E+000 4.83105E+000 4.83105E+000 1.56000E-003 0.00000E+000 4.87011E+000 Rollers 2.24000E-003 2.33000E-002 2.51100E-002 4.00000E-005 1.34000E-003 1.24000E-003 0.00000E+000 3.11200E+000 3.11200E+000 1.01000E-003 0.00000E+000 3.13717E+000 Rubber Tired Dozers 2.63700E-002 2.77000E-001 1.12830E-001 2.70000E-004 1.31500E-002 1.21000E-002 0.00000E+000 2.36336E+001 2.36336E+001 7.64000E-003 0.00000E+000 2.38247E+001 Tractors/Loaders/Ba
ckhoes

5.29700E-002 5.38310E-001 7.44030E-001 1.04000E-003 2.80100E-002 2.57700E-002 0.00000E+000 9.10104E+001 9.10104E+001 2.94300E-002 0.00000E+000 9.17462E+001 Welders 3.06400E-002 1.65990E-001 1.94070E-001 2.90000E-004 6.88000E-003 6.88000E-003 0.00000E+000 2.16454E+001 2.16454E+001 2.48000E-003 0.00000E+000 2.17075E+001 CalEEMod Version: CalEEMod.2020.4.0 Page 4 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
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Equipment Type ROG NOx CO SO2 Exhaust PM10 Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Percent Reduction
Air Compressors 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.36229E-006 1.36229E-006 0.00000E+000 0.00000E+000 1.36016E-006 Cement and Mortar
Mixers

0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 Concrete/Industrial
Saws

0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.85739E-006 Cranes 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.17618E-006 1.17618E-006 0.00000E+000 0.00000E+000 1.16675E-006 Excavators 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.29680E-006 1.29680E-006 0.00000E+000 0.00000E+000 1.28640E-006 Forklifts 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.07920E-006 1.07920E-006 0.00000E+000 0.00000E+000 1.28466E-006 Generator Sets 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.23079E-006 1.23079E-006 0.00000E+000 0.00000E+000 1.07571E-006 Graders 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 Pavers 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 2.69032E-006 2.69032E-006 0.00000E+000 0.00000E+000 0.00000E+000 Paving Equipment 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 Rollers 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 3.21336E-006 3.21336E-006 0.00000E+000 0.00000E+000 0.00000E+000 Rubber Tired Dozers 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.26938E-006 1.26938E-006 0.00000E+000 0.00000E+000 1.25920E-006 Tractors/Loaders/Ba
ckhoes

0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 1.09877E-006 1.09877E-006 0.00000E+000 0.00000E+000 1.19896E-006 Welders 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 0.00000E+000 9.23985E-007 9.23985E-007 0.00000E+000 0.00000E+000 1.38201E-006 Fugitive Dust Mitigation
Yes/No Mitigation Measure Mitigation Input Mitigation Input Mitigation Input CalEEMod Version: CalEEMod.2020.4.0 Page 5 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
1655
No Soil Stabilizer for unpaved
Roads
PM10 Reduction PM2.5 Reduction
No Replace Ground Cover of Area
Disturbed
PM10 Reduction PM2.5 Reduction
No Water Exposed Area PM10 Reduction PM2.5 Reduction Frequency (per day)
No Unpaved Road Mitigation Moisture Content
%
Vehicle Speed
(mph)

0.00 No Clean Paved Road % PM Reduction 0.00
Unmitigated Mitigated Percent Reduction
Phase Source PM10 PM2.5 PM10 PM2.5 PM10 PM2.5
Architectural Coating Fugitive Dust 0.00 0.00 0.00 0.00 0.00 0.00 Architectural Coating Roads 0.00 0.00 0.00 0.00 0.00 0.00 Building Construction Fugitive Dust 0.00 0.00 0.00 0.00 0.00 0.00 Building Construction Roads 0.01 0.00 0.01 0.00 0.00 0.00 Demolition Fugitive Dust 0.01 0.00 0.01 0.00 0.00 0.00
Demolition Roads 0.00 0.00 0.00 0.00 0.00 0.00
Grading Fugitive Dust 0.03 0.01 0.03 0.01 0.00 0.00
Grading Roads 0.00 0.00 0.00 0.00 0.00 0.00
Paving Fugitive Dust 0.00 0.00 0.00 0.00 0.00 0.00
Paving Roads 0.00 0.00 0.00 0.00 0.00 0.00
Site Preparation Fugitive Dust 0.05 0.03 0.05 0.03 0.00 0.00 Site Preparation Roads 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 6 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
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Operational Percent Reduction Summary
Category ROG NOx CO SO2
Exhaust
PM10
Exhaust
PM2.5 Bio- CO2
NBioCO2 Total CO2 CH4 N2O CO2e
Percent Reduction
Architectural Coating 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Consumer Products 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hearth 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Landscaping 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mobile 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Natural Gas 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Water Indoor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.79 3.99 0.04 0.00 1.99 Water Outdoor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Operational Mobile Mitigation
Mitigation
Selected
No
No
No
No
No
Category
Land Use
Land Use
Land Use
Land Use
Land Use
% Reduction

0.00 0.25

0.00 0.00

0.06 Input Value 1

0.25 Measure Input Value 2 Input Value 3
Increase Diversity
Increase Transit Accessibility
Improve Destination Accessibility
Improve Walkability Design
Increase Density
Project Setting:

CalEEMod Version: CalEEMod.2020.4.0 Page 7 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
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No
No
No
No Neighborhood Enhancements
Neighborhood Enhancements
Neighborhood Enhancements
Land Use
Land Use

0.00 0.00

0.00 Implement NEV Network
Provide Traffic Calming Measures
Improve Pedestrian Network
Land Use SubTotal
Integrate Below Market Rate Housing
No
No
No
No
No
No
Parking Policy Pricing
Transit Improvements
Transit Improvements
Transit Improvements
Transit Improvements
Parking Policy Pricing
Parking Policy Pricing
Parking Policy Pricing
Neighborhood Enhancements 0.00

0.00 0.00

0.00 0.00
Limit Parking Supply 0.00
Land Use and Site Enhancement Subtotal
Transit Improvements Subtotal
Increase Transit Frequency
Expand Transit Network
Provide BRT System
Parking Policy Pricing Subtotal
On-street Market Pricing
Unbundle Parking Costs
Neighborhood Enhancements Subtotal
No
No
No
No
No
Commute
Commute
Commute
Commute
Commute

0.00 Transit Subsidy
Encourage Telecommuting and Alternative
Work Schedules
Workplace Parking Charge
Implement Employee Parking "Cash Out"
Implement Trip Reduction Program
CalEEMod Version: CalEEMod.2020.4.0 Page 8 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
1658
No
No
No
No School Trip
Commute
Commute
Commute
Commute

0.00 0.00

2.00 Implement School Bus Program
Commute Subtotal
Provide Ride Sharing Program
Employee Vanpool/Shuttle
Market Commute Trip Reduction Option
Total VMT Reduction 0.00
Area Mitigation
Measure Implemented
No
No
No
No
No
No
No
No
No
No
Mitigation Measure
No Hearth
% Electric Chainsaw
% Electric Leafblower
% Electric Lawnmower
Use Low VOC Paint (Non-residential Exterior)
Use Low VOC Paint (Non-residential Interior)
Use Low VOC Paint (Residential Exterior)
Use Low VOC Paint (Residential Interior)
Use Low VOC Cleaning Supplies
Only Natural Gas Hearth
Input Value
150.00
100.00
150.00
100.00
Energy Mitigation Measures
No Use Low VOC Paint (Parking) 150.00
CalEEMod Version: CalEEMod.2020.4.0 Page 9 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
1659
Measure Implemented
No
No
No
Mitigation Measure
Install High Efficiency Lighting
On-site Renewable
Exceed Title 24
Input Value 1 Input Value 2
Appliance Type Land Use Subtype % Improvement
ClothWasher 30.00
DishWasher 15.00
Fan 50.00
Refrigerator 15.00
Water Mitigation Measures
Measure Implemented
No
No
Yes
Mitigation Measure
Use Reclaimed Water
Use Grey Water
Apply Water Conservation on Strategy
Input Value 1

0.00 0.00

0.00 20.00

0.00 Input Value 2
No
No
No
No
Install low-flow bathroom faucet
Install low-flow Toilet
Install low-flow Shower
Install low-flow Kitchen faucet

32.00 18.00

20.00 20.00
No
No
Turf Reduction
Use Water Efficient Irrigation Systems

0.00 6.10
CalEEMod Version: CalEEMod.2020.4.0 Page 10 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
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Solid Waste Mitigation
Mitigation Measures
Institute Recycling and Composting Services
Percent Reduction in Waste Disposed
Input Value
No Water Efficient Landscape 0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 11 of 11 Date: 11/10/2021 11:32 AM EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 20860 McClellan Road Project
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Appendix C
Preliminary Stormwater Analysis
1662
MH engineering Co.

Page | 1
16075 Vineyard Blvd.

Morgan Hill, CA 95037
(408) 779-7381
(408) 226-5712 Fax
Preliminary Stormwater Analysis
20860 McClellan Road
6 lot Single Family Residential Development
(APN 359-20-030)
Cherryland Drive
MHE 221047
August 05, 2021
Attachments:
C.3 Impervious Surface Data Form
Alternate Bio-retention basin sizing calculation
Infiltration Feasibility Screening Worksheets
Preliminary Grading , Drainage & Storm Water Management Plans (24x36) 1663
MH engineering Co.

Page | 2
Project Description:

This 1.25 acre parcel with two homes and a 215’x47’ barn is located at the southwest corner of McClellan Road and Cherryland Drive. Site currently lays in the southeasterly direction with average slopes under 1.5%. Project has proposed to develop 6 single family detached homes with driveway access off Cherryland Drive. This street will be widened to the ultimate 40 feet curb to curb width to include parking along the existing and proposed frontages.

Property drains to Calabazas Creek, waters of San Francisco Bay, lies within Regional Water Quality Control Board, Region2.

Low Impact Site Design Measures, Source Control Measures & Stormwater Treatment Measures:

Project shall comply with City of Cupertino’s Municipal Code Section 9.18 (stormwater pollution prevention and watershed protection) and applicable subsections of Provisions C.3 of the San Francisco Bay Regional Water Quality Control Board’s Municipal Regional Permit (NPDES Permit) for Low Impact development. The total amount of impervious surface area replaced by the project exceeds 50% of the existing hardscape, therefore C.3 requirements are applicable to all new and replaced impervious surfaces. Project will create less than 1 acre of total impervious area as such hydromodification measures are not required.

Site Design Measures
Following design measures are incorporated into the site layout:
impervious areas have been limited under the approved zoning hardscape is minimized within the scope of project
grading has been optimized
Source Control Measures:
roof runoff is dispersed onto vegetated areas using splash blocks permeable pavement shall be used for all onsite driveways New widening of fronting Cherryland Drive shall also be C3 compliant permeable pavement to match existing street
runoff from private hardscape will be generally directed onto vegetated areas Stormwater Treatment Measures (SCMs):

Porous pavement has been proposed for the driveways and private street widening. Proposed 5’ sidewalk will drain onto the porous pavement.

Each individual lot will have its own independent bio-retention basin. Roof and yard drainage will filter through landscaped areas to provide storm water pre-treatment before conveyance of that runoff is directed into the basins.

Bio-retention basins have been sized per criteria listed in the C.3 Stormwater Handbook, Section 6.1 Bio-Retention Area design and sizing guidelines. Sizing is based on the 4% sizing factor derived from the flow based treatment standard of ‘runoff from 0.20 in/hr intensity rainfall. Typical basin shall have a maximum ponding depth of 9 inches with 24” soil media backfill placed over 18” drain rock bed. 1664
MH engineering Co.

Page | 3
Project Soils study, dated Jan 19, 2021 (updated June 2021), relevant pages 1 and 8 are copied and pasted below indicate ‘Ksat’ for native soils at 3.0 in/hr across the site. This rate will allow the C.3 volume to infiltrate into native soil under 48 hours.

An alternate calculation has also been provided to demonstrate that C.3 volume within the basins shall fully dissipate though percolation. This calculation sample is taken from the Cherryland development using 10 year rainfall intensity of 0.70 in for one hour duration. Cherryland calculations have incorrectly used a pervious area runoff coeff of 0.30 to size the basin. However, we have computed the composite ‘C’ value around 0.60.

Based on the 4% rule basin sizing is as follows:

Lot 1 10’x18’x0.75’ (ponding depth)
Lot 2-4 10’x16.5’x0.75’
Lot 5 10’x17.5’x0.75’
Lot 6 8’x24’x0.75’
Hydro-modification/Peak Management:

Project will create less than 1 acre of impervious surface, therefore peak management per City criteria is not required.

SCM Layout Details and System Functionality:

All SCMs are to be installed on private properties, which shall be owned and maintained by the individual homeowners.
1665
MH engineering Co.

Page | 4
Infiltration Rates per Geotechnical Study:
1666
MH engineering Co.

Page | 5
1667
1668
1669
1670
1671
1672
1673
1674
1675
1676
1677
1678
1679
1680
1681
1682
Surface Area
Required
(4% of 'IA'
Rule)
Surface
Area
Proposed
1 7,769 3,611 178 180 9 378 3.00 51 17.0
2 6,735 2,870 164 165 9 347 3.00 51 17.03 6,720 2,867 164 165 9 347 3.00 51 17.04 6,739 2,774 164 165 9 347 3.00 51 17.05 7,467 3,197 175 175 9 368 3.00 51 17.06 8,730 4,038 191 192 9 403 3.00 51 17.0 Infiltration
duration
(hours)
"McClellan Site" Treatment Control Measure Sizing
Above Ground Vol = Surface Area*Ponding Depth (9"); Below ground Vol=Surface Area*[Soil Media Depth*0.25+Drain Rock Depth*0.40]; Subgrade Vol= Surface Area*Ksat*1/12 Bio-Retention
Mitigation
985
Above
Surface
Ponding
depth
(in)
Total
Vol
Propose
d (cf)
Native
Soil Ksat
(in/hr)
total
ponding
depth
(in)
4,770
Roof & private
Hardscape (sf)
Yard Landscape &
Bio-Retention (sf)
4,4404,1054,1054,105
DMA
530
Onsite
Driveway
Paved with
Pervious
Pavers (sf)
4,376 718
647560560
DMA Impervious
Area 'IA' DMA Area Trib. to
BioRetention
(sf)
L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\Drainage Study\221047 SCM Sizing Calcs.xls 1683
9,835sf 8,246sf 7,526 sf 7,532 sf 7,535 sf 8,581sf
Cherryland Drive (Existing Private Street) McClellan Road Bonny Drive
(E) 25' (E) 10.5' 14.5'
Existing PUE, EAE, PIEE, PAE,

PSDE & PSSE
(E) 5'LE & PUE
Proposed 5' PUE & LE
Existing PUE, EAE, PIEE, PAE,

PSDE & PSSE
Lot 6 Lot 5 Lot 4 Lot 3 Lot 2 Lot 1
4,987sf
Lot 7 (Proposed PUE, EAE, PIEE,

PAE, PSDE & PSSE)
Proposed 5' PUE & LE
(301.76') Held Per R1 (S0°00'00"W)
389.79' S0°02'48"E N89°56'35"E 139.33'
389.74' S0°00'00"W N89°55'16"E 139.01' N89°59'57"E 103.06' S90°00'00"E 115.97' N90°00'00"W 124.68' S90°00'00"E 124.72' S90°00'00"E 124.77' S0°00'00"W 42.35'
S69°56'37"W

11.50'
R = 37.00'
Δ = 58°15'43"
L = 37.62'
R = 37.00'
Δ = 10°43'27"
L = 6.93'
R = 56.00'
Δ = 24°36'35"
L = 24.05'
R = 56.00'
Δ = 13°48'13"
L = 13.49'
R = 15.00'
Δ = 33°53'09"
L = 8.87'

40.64' 60.40' 60.40' 54.19'
R = 15.00'
Δ = 90°03'25"
L = 23.58' 109.82' N89°56'35"E 149.86'
(E)30'
Street
Dedication
BDM not Found at
Cherryland Dr
Held Record Distance 57.97
per R2
Fd BDM
held at 0.17' north
per call on R2
M-M 884.93'
(885.00' per R2)
BDM per R2
SFNF
Fd BDM
per R1
(S90°00'00"E)
(24.00')Per R1
N89°56'35"E
602.60'
Held Record Distance 602.60'
per R1
IP per R1
SFNF
R1----161 M 44
R2----885 M 07
R3----Deed (Doc24414331)
(132.75')Per R2
Calc 149.86' (150.50' R3)
(884.93') (N89°56'35"E)
McClellan Place
Fd Mon Box
per R2
No Punch or ID
Stelling Road
Fd Mon Box
per R2
No ID
(N89°56'35"E)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C1-Tentative Map.dwg - 7/22/2021 2:40 PM - Plotted 7/22/2021 2:40 PM by Harinder Singla JOB NO.

OF
16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO New; 221047 LO Existing SHEET
221047
C1
5Tentative Map 20860 McClellan Road July 2021 1"=20' MF HS

L ICENSED LAND SURVEYO
HA
R

R I NDER S I NGLA

STATE OF CAL I FORN I A
No. 8347
North
SCALE: 1"=20'
010203040
NOTES:
20860 McClellan Road
Cupertino, CA 95014
Robert M. Carlotto, Trustee
Alok Ventures, LLC
725-01-018
Single Family Residential
Single Family Residential
R1-10 Zoning District
R1-7.5 Zoining District
Cupertino Sanitary District
City of Cupertino
San Jose Water Co.

As Shown
54,244sf (1.245ac)
None
4,987sf
49,257sf
Street Address:

Owner:

Subdivider:

Assessor's Parcel No:

Existing Use:

Proposed Use:

Present Zoning:

Proposed Zoning:

Sewage Disposal:

Storm Drainage:

Source of Water:

Existing Improvements:

Gross Parcel Area:

Public Street Dedication:

Private Street Area:

Net Area:

LEGEND

EMERGENCY ACCESS EASEMENT

PUBLIC ACCESS EASEMENT

PRIVATE UTILITY EASEMENT

PRIVATE INGRESS & EGRESS EASEMENT
EAE
PAE
PUE
PIEE

PRIVATE STORM DRAINAGE EASEMENT

PRIVATE UTILITY EASEMENT

PRIVATE INGRESS & EGRESS EASEMENT
PSDE
PSSE
PUE
PIEE

PRIVATE SANITARY SEWER EASEMENT

LE LANDSCAPING EASEMENT
Exterior Parcel Boundary
New Lot Line
Street Centerline
Easement Line

TENTATIVE MAP
Being a Portion of the 10.56 acre tract of land in the
Northwest one-quarter of Section 24, Township 7 South,
Range 2, Mount Diablo Base & Meridian
City of Cupertino, California
Sheet Index:

1. Tentative Map

2. Site Topographic Map & Demo Plan

3. Preliminary Grading & Drainage Plan

4. Preliminary Storm Water Management Plan

5. Preliminary Utility Plan
Looking North
Existing Pervious
Pavement
sawcut line
Not to Scale
(E) PL
2%
Permeable Pavers
on Bedding Course
and Stone Subbase
per the Soils Engineer
to match existing
Street Section
5' P/L

1.5-3.5%
Street Section-Cherryland Drive Widening
Curb & Gutter or full depth
Vertical Curb & Sidewalk
as shown on plan

14.5'
CL
(±8')
20'
(10.5')

1.0-2.5% 1.0-2.5%
(5')
(20')
SITE
Vicinity Map
Assessor Parcel Map
Basis of Bearings:

Basis of bearings is along the centerline of McClellan Road as N89°56'35"E as shown on that certain Record of Survey Map filed for record in Book 173 of Maps at Page 54.
1684
X
(x) X
X (x) X (x) X (x) (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x)
X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) (e) (oh) (e) (oh) (sd)
(ss)
(ss) (ss) (ss) (ss) (ss) (ss) (ss)
(fh)
(w) (w) (w) (w) (w) (w) (w) (w)
(w)
(w)
(w)
(w) (w) (w) (w) (w) (w) (w) (w) (w)
(ss)
(sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd)
(ss) (ss) (ss) (ss) (ss)
(w) (w)
(w)
X (x) X (x)
(ss) (ss) (ss)
(sd)
279.26
ep
279.38
ac dwy
279.66
ac dwy
279.63
ep
279.44
clf
279.68
fh
279.92
279.69 wv ep
279.34
ac dwy 278.34
ac dwy
278.68
ep
278.79
di
279.38
ep
279.29
gb
279.51
ac dwy
280.64
clf 278.67
ep
279.27
clf
278.86
ep
278.45
ac dwy
277.43
gdw
277.96
gdw
277.41
gdw
278.52
clf
278.38
gdw
278.48
clf
278.09
gdw
277.79
gdw
277.27
fl
277.81
gdw
277.46
gdw

0.00 fig 12

0.00 JP

0.00 *jp
280.95
tc @ end
280.84
ep
280.61
ep
280.47
fnc ang
280.66
gas meter
280.59
sw
280.77
tstp
280.75
tstp
281.29
slb
281.32
slb
280.46
sw
280.38
sw
280.37
bw
280.16
tc
280.38
sw
279.72
fl
279.76
lip
280.40
dbl yellow
281.12
bw
280.90
tc @ dwy
280.45
fl
280.51
lip
281.52
piv
281.76 wm
281.55 wm
281.39 wm
281.05
tel mh
281.52
dbl yellow
281.77
bw
281.61
sw
281.46
sw
281.48
tc @ dwy
281.15
tc @ dwy
281.03
fl
281.14
lip
281.04
lip
280.97
lip
280.92
fl
281.68
ep
281.23
280.99 ep
ep
280.73
ep
280.07
ep
281.62
tob
282.07
tob
281.36
tob
281.33
lo 12
280.75
cedar 11
280.88
cedar 12
280.81
lo 8 8 8 fork
281.16
ut
281.54
brdband can
281.44
tc @ dwy
281.84
tc @ dwy
282.13
bw
282.10
ac dwy
281.99
tc @ ci
281.38
fl
281.48
lip
fl
282.31
slb
282.60
dbl yellow
282.01
flush curb 282.10
flush curb
280.82
ug
280.77
ug
280.75 280.80
ug
279.81 wm
281.15
uw
281.09
uw
280.88
uw
281.14
uw
279.09
tc @ dwy
278.64
tc @ dwy
278.64
fl
278.68
lip
279.83
tc
278.75
co
278.04
fl
278.59
tc@ci, Inv271.44
278.68
ut
278.30
ssmh, Inv268.05thru, 268.30in
278.46
sdmh
278.12
tc @ ci
278.90
dbl yellow
278.14
dbl yellow
277.05
tc@ci, Inv272.75
279.24
poc trunk cedar
279.37
poc trunk cedar
279.38
poc trunk cedar
279.86
ng
279.74
sw
279.79
sw
279.48
brick wk
279.31
conc dwy 279.09
conc dwy
278.99
pavers
278.84
cedar 19
279.13
poc trunk pine
279.82
poc trunk pine
279.74
poc trunk pine
280.71
pine 24
281.18
pine 36
280.66
ep
280.53
ep
280.54
gate
280.77
end fnc
278.41
slb
278.49
gdw
278.68
ep
278.71
ep
278.71
ep
278.72
ep
278.61
ep
278.61
slb
278.50
ac dwy
278.63
ac dwy
279.37
ac dwy
279.28
ac dwy
278.56
ac dwy
278.44
ip 6" post
278.70
ip 6" post
278.77
ac dwy
279.20
ac dwy
279.55
ac dwy
279.94
ac dwy
279.92
ac dwy
279.46
ac dwy
278.58
ep
278.60
ep
278.39
ep
280.09
slb
280.07
slb
280.35
sw
280.39
sw
281.45
poc trunk cedar
281.31
poc trunk cedar
281.21
poc trunk cedar
279.45
slb
279.45
slb
279.50
elect. meter
279.22
co
279.09
slb
279.21
slb
279.53
slb
281.32
tstp
281.33
tstp
281.30
tstp
281.29
tstp
281.30
tstp
278.44
ac dwy
278.46
ac dwy
278.58
ac dwy
278.59
slb
278.58
ac dwy
278.12
ac dwy
277.62
ac dwy
277.71
ng
278.01
ng
279.19
slb
278.36
steel plate 11" dia
278.05
gdw
277.19
broken ac ep
277.47
broken ac ep
276.88
276.78 broken ac ep
broken ac ep
277.04
inside fnc
276.01
inside fnc
276.22
broken ac ep
276.57
broken ac ep
276.61
ep
276.60
ep
276.13
inv 4" abs sd
276.39
sd cnc patc @ inside fnc
276.38
inside fnc
276.38
inside fnc cor
276.34
ep
276.33
ep
278.75
ng
279.40
clf
280.10
clf
278.69
tc @ end
278.40
ep 278.48
ep
278.60
clf
278.37
n side fnc jog s 1.5 to chlk fnc
278.83
cedar 13 9
276.87
ep
276.99
ep
276.50
ep
276.70
ep
276.67
ep
277.12
ng
277.42
tree 10
278.37
sp
277.38
tc bc
277.05
lip
276.95
pavers
276.81
fl
276.88
flush curb
277.10
lip
276.90
fl
276.96
fl 276.96
lip
276.89
fl
276.71
fl
276.72
lip
276.65
lip
276.70
tc
276.23
fl
276.29
lip
276.74
bw
276.68
sw
276.61
tc
276.14
fl
276.20
lip
276.42
ep
276.50
ep
276.82
tc
276.72
tc 276.99
dbl yellow
277.45
sdmh
277.17
bw
277.27
bw
277.34
bw
277.47
bw
278.60
tc
278.59
tc
278.12
fl
278.16
lip
278.16
pavers
276.99
pavers
277.47
tc
277.48
tc
276.97
pavers
277.73
tc @ dwy
277.26
tc @ dwy
277.28
tc @ dwy 277.67
tc @ dwy
277.23
pavers
277.16
pavers
277.68
tc
277.75
tc
277.14
pavers
277.15
pavers
277.64
tc
277.66
tc @ end
277.66
brc
277.16
fl
277.16
lip
277.31
lip 277.72
brc
277.39
fl
277.44
fl 277.37
lip
277.79
brc
277.77
brc
277.82
tc
277.36
fl
277.36
lip
277.32
tow @ fnc cont 20' +-
276.09
ng
277.70
fh
277.27
ssmh
277.24 wv 277.26
pavers
277.77
tc 276.59
ng
277.13 wv 277.12
pavers
277.75
tc
277.82
ng
278.43 wv Cherryland Drive (private Street) McClellan Road Bonny Drive N89°55'16"E 139.01'
389.79' S0°02'48"E N89°56'35"E 139.33'
389.74' S0°00'00"W
(E) 8" Sewer
(E) 6" Water
(E) 24" Storm
(E) 10" Sewer
(E) 8" Water
APN 359-20-030
(E) Barn and all other accessory
structures to be demolished
(E) House
to be demolished
(E) Garage
to be demolished
(E) ADU
to be demolished
(E) AC Driveway to be
removed
(E) Gravel Driveway
to be removed
(E) AC Driveway to be
removed
(E) AC Driveway to be
removed
(E) Drive Apron
to be Plugged
(E) Drive Apron
to be Plugged
All (E)slabs &
walkways onsite to be
demolished
All (E)slabs &
walkways onsite to be
demolished
All (E)slabs &
walkways onsite to be
demolished
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C2-Topo Map & Demo Plan.dwg - 7/19/2021 6:45 PM - Plotted 7/19/2021 6:46 PM by Harinder Singla JOB NO.

OF
16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO Existing SHEET
221047
C2
5Site Topographic Map & Demo Plan 20860 McClellan Road May 2021 1"=20' MF HS STORM DRAIN MANHOLE (SD-1)
SLOPE

SECTION - DETAIL

MONUMENT, TYPE AS SHOWN

BENCH MARK
STREET BARRICADE (A-32)

WATER MAIN

SANITARY SEWER

STORM DRAIN

FENCE, TYPE AS SHOWN
DRIVEWAY APPROACH (A-8 & 9)

CURB AND GUTTER
DROP INLET (SD-4)
CURB INLET (SD-5)
SWALE

REVISION
W
GAS
(T)
(E)
(G)

TELEPHONE

ELECTRIC
(W)
(SS)
(SD)
DESCRIPTION (City Std Detail#)

CENTER LINE

PROPERTY LINE
LEGEND

PROPOSED EXISTING
SHEET NO.

BVC BEG. VERTICAL CURVE
MAX. MAXIMUM

PRIVATE STORM DRAIN EASEMENT

PUBLIC SERVICE EASEMENT

PROPERTY LINE

PULL BOX

REINFORCED CONCRETE PIPE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SIDEWALK

TEMPORARY BENCH MARK

TOP OF CURB

WATER METER

WATER VALVE

RIGHT OF WAY

STANDARD

POINT OF VERTICAL INTERSECTION

NATURAL GROUND

EP EDGE OF PAVEMENT SW

END VERTICAL CURVE

FIRE HYDRANT

FLOW LINE

GRADE BREAK

FINISH GRADE

FINISH FLOOR

END OF RETURN
GB
FH
FG
FL
EVC
(E) EX
FF
ER

EXISTING
WM
WV
TYP. TYPICAL
TC
TBM

END OF CURVE

DRIVEWAY

DUCTILE IRON PIPE

EXISTING GRADE

ELECTROLIER

DROP INLET

CLEAN OUT

CORRUGATED METAL PIPE

CENTERLINE OF DRIVEWAY

CENTERLINE

CURB INLET

CATCH BASIN

BACK OF SIDEWALK
CL D/W
DI
D.I.P.

EC
EG
ELCT
DWY
CMP
CO
CB
CI
BW
SSMH
STD.

SDMH
R/W
P.S.E.

P.S.D.E.

RCP
PVI
MIN.

PB
NG

MINIMUM

HIGH POINT

GATE VALVE

LOW POINT

JOINT POLE

ASPHALT CONCRETE

BEGINNING OF CURVE

BUILDING
BC
BLDG
ABBREVIATIONS:

AC
INV.

LP
JP
INVERT
GV
HP

X X X X X
SD
SS
CL PL
(A-31)

2.2% (2.1%)
D
15 SD (SD)

BFE BASE FLOOD ELEVATION
> >
E

STORM JUNCTION BOX
HANDICAP RAMP (A-1 & A-5)
North
SCALE: 1"=20'
010203040

L ICENSED LAND SURVEYO
HA
R

R I NDER S I NGLA

STATE OF CAL I FORN I A
No. 8347
1685
(sd)
(sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd)

SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD

SD SD SD

SD SD SDSD SD SD SD SD SD SD SD
FF 279.35
Pad 278.52
FF 279.80
Pad 278.97 FF 280.20
Pad 279.37
FF 280.60
Pad 279.77
Cherryland Drive (private Street) McClellan Road
Bonny Drive
(25') (10.5')
(20') 20' 5' (5')
(±8)'
12" Bulkhead Retaining Wall
below Fence
@ Property Line
(278.77) (279.26)
(279.54) (279.77) (280.10)
(280.38)
(280.54)
(281.45) (281.68)
(277.20)
(276.38)
(276.04) (276.41)
Min 6"-Max 27"
CMU Retaining Wall
@ Property Line
Max 27" CMU
Retaining Wall
@ Property Line
Pad 279.77
FF 280.60
(0.20'+0.67')
FF=HP Swale +
10" Slab Section
(281)
(280)
(280)
(281)
(279)
(277)
(278)
(278)
(278)
(279)
(280)
(280)
(279)
(279)
(277) (278)
(279)
(279)
(281)
(282)
(278)
Typical
Bio-Retention Basin
Max. 9" Ponding
Typ. Lot Swale
Typ. Lot Swale
Typ. Lot Swale
280.16
tc
279.72
fl
279.76
lip
280.90
tc @ dwy
280.45
fl
280.51
lip
281.12
tc @ dwy
280.97
lip
280.92
fl
281.84
tc @ dwy
tc @ ci
281.38
fl
279.09
tc @ dwy
278.64
fl
278.68
lip
278.27
lip
278.14
lip 278.02
fl
278.59
tc@ci, Inv271.44
277.05
tc@ci, Inv272.75
277.38
tc bc
277.05
lip
276.95
pavers
277.10
276.96 lip
fl
276.96
lip
276.89
fl
276.71
277.17 fl
tc poc
276.72
lip
276.70
tc
276.23
fl
276.29
lip
276.61
tc
276.14
fl
276.20
lip
277.35
hcr
278.59
tc
278.12
fl
278.16
lip
276.99
pavers
277.47
tc
277.48
tc
276.97
pavers
277.73
tc @ dwy
277.67
tc @ dwy
277.23
pavers
277.16
pavers
277.68
tc
277.75
tc
277.14
pavers
277.15
pavers
277.64
tc
277.66
tc @ end
277.66
brc
277.16
fl
277.16
lip
277.31
lip
277.72
brc
277.39
fl
277.44
fl
277.37
lip
277.79
brc
277.77
brc
277.82
tc
277.36
fl
277.36
lip 277.26
pavers
277.77
tc
277.12
pavers
277.75
tc
(20')
(30')
Typ Roof Leader
Splash Block
S1 S1 S2 S2
HP Fl278.70
TW279.00 TW279.00
TW278.63
FF 279.60
Pad 278.77
MOFG 278.90
Fl278.42
Fl278.42
Fl278.37
hp Fl278.70
Fl278.30
hp278.70
TW279.00
TW279.00
(278.51)
FF 279.43
Pad 278.60
Fl278.22 Fl278.22
HP Fl278.56
(279.04)
(6" Wall)
(3" Wall)
(12" Wall) TW279.00
(22" Wall)
(27" Wall) (24" Wall) (27" Wall)
(6" Wall) (6" Wall)
(3" Wall)
(6" Wall)
(3" Wall)
(E)FF 279.20±
(E)Pad 277.20±
(E)FF 278.70±
(E)Pad 276.70±
(E)FF 279.37±
(E)Pad 277.37±
389.74' -1.4% -3.1% 3.5%-4%
Fl278.67
Bottom 277.30
TW278.00
Fl278.00
Fl277.14
HP Fl278.47
Fl277.58
HP Fl278.92
Fl277.93
HP Fl279.32
HP Fl279.72
Fl278.40
TW278.30 (E) CI
to be Replaced
with a Manhole
RIM 279.44
INV 271.44, 15"∅Out
INV 271.44, 15"∅Out
CI
Grate 278.77
INV 273.20, 15"∅Out
SDMH
RIM 278.27
INV 274.25, 10"∅In
INV 272.00, 15"∅In
INV 272.00, 15"∅In
INV 271.44, 15"∅Out
(E) CI
RIM 276.60
INV 272.75, 15"∅In
CI
Grate 276.54
INV 272.65, 10"∅Out
(E)SDMH
RIM 273.31
INV 271.00, 15"∅In
201' - 10"Ø HDP@ S=0.80%
30' - 15"Ø RCP @ S=4.04%
(E) 15"Ø SD @ S=2.61%
(E) 15"Ø SD @ S=1.48%
Bottom 277.18 Bottom 277.65
Bottom 276.83
Bottom 276.39
Bottom 277.25
TW278.63
Overflow
Overflow
Overflow
Overflow Overflow Overflow
Lot 1 Lot 4 Lot 3 Lot 2 Lot 6 Lot 5
PROFILE: Grading Section S1
SCALE H: 1"=20' SCALE V: 1"=5'
277
278
279
280
281
282
277
278
279
280
281
282
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+32
Avg. 12" High
(Max 27")
CMU Retaining Wall
@ Property Line
Pad278.77 Pad278.60 Pad278.52 Pad278.97 Pad279.37 Pad279.77 Lot 6 Lot 5 Lot 4 Lot 3
Lot 2
Lot 1
McClellan Road
(30' R/W)
(E)Pad279.0±Exterior Boundary
Typical Bulkhead Retainer
at the bottom of Fence
as needed
@ Property Line
PROFILE: Grading Section S2
SCALE H: 1"=20' SCALE V: 1"=5'
275
276
277
278
279
280
281
275
276
277
278
279
280
281
0+50 1+00 1+50 2+00 2+09
12" Bulkhead Retainer
at the bottom of Fence
@ Property Line
Cherryland Drive
(Private Street)
Pad278.97
Lot 3 Parcel B
APN359-20-043
(E)FF 279.2±
(E)Pad 277.2±
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C3-Prelim Grading & Drainage Plan.dwg - 8/10/2021 1:16 PM - Plotted 8/10/2021 1:17 PM by Harinder Singla JOB NO.

OF
16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO Existing; 221047 LO New; 221082 Arch 7-02-21 SHEET
221047
C3
5Preliminary Grading & Drainage Plan 20860 McClellan Road Aug 2021 1"=20' MF HS

HAR I NDER S I NGLA

STATE OF CAL I FORN I A
C49717

REGISTERED PROFESSIONAL ENGINE
ER ±13' 14.5'
North
SCALE: 1"=20'
010203040 gff279.57 gff279.40
Looking North
Existing Pervious
Pavement
sawcut line
Not to Scale
(E) PL
2%
Permeable Pavers
on Bedding Course
and Stone Subbase
per the Soils Engineer
to match existing
Street Section
5' P/L

1.5-3.5%
Street Section-Cherryland Drive Widening
Curb & Gutter or full depth
Vertical Curb & Sidewalk
as shown on plan

14.5'
CL
(±8')
20'
(10.5')

1.0-2.5% 1.0-2.5%
(5')
(20')
1686
(sd)
(sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd)
276.82
city cup bd in mbox
281.35
Cross
278.96
Cross
279.63
pk
277.54
Spike
279.26
Spike
277.77
Mag Nail
277.70
ink x
276.66
fd bd in mbox

SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD

SD SD SD

SD SD SDSD SD SD SD SD SD SD SD
6,739sf 7,769sf 6,720 sf 6,735 sf DMA-6 20'
7,467sf
Cherryland Drive (private Street) McClellan Road
Bonny Drive
(25') (10.5')
(20') 20' 5' (5')
(±8)'
(E) CI
to be Replaced
with a Manhole
RIM 279.44
INV 271.44, 15"∅Out
INV 271.44, 15"∅Out
CI
Grate 278.77
INV 273.20, 15"∅Out
SDMH
RIM 278.27
INV 274.25, 10"∅In
INV 272.00, 15"∅In
INV 272.00, 15"∅In
INV 271.44, 15"∅Out
(E) CI
RIM 276.60
INV 272.75, 15"∅In
CI
Grate 276.54
INV 272.65, 10"∅Out
(E)SDMH
RIM 273.31
INV 271.00, 15"∅In
201' - 10"Ø HDP@ S=0.80%
30' - 15"Ø RCP @ S=4.04%
(E) 15"Ø SD @ S=2.61%
(E) 15"Ø SD @ S=1.48%
0' - 15"Ø RCP @ S=0.00%
Building Setback
Building Setback
Building Setback
(281)
(280)
(280)
(281)
(279)
(277)
(278)
(278)
(278)
(279)
(280)
(280)
(279)
(279)
(277) (278)
(279)
(279)
(281)
(282)
(278)
Typical
Bio-Retention Basin
Max. 9" Ponding
Bottom 276.39 Bottom 276.83 Bottom 277.18 Bottom 277.65 Typ. Lot Swale Typ. Lot Swale
Typ. Lot Swale
-0.91%
-0.25%
-0.25%
-0.25% -0.67% -0.67%
LPTc277.04 Tc277.44 Tc277.85 GbTc278.25
GbTc276.96
PRC GbTc277.09
Tc277.40
280.16
tc
279.72
fl
279.76
lip
280.90
tc @ dwy
280.45
fl
280.51
lip
281.12
tc @ dwy
280.97
lip
280.92
fl
281.84
tc @ dwy
tc @ ci
281.38
fl
278.64
fl
278.68
lip
278.27
lip
278.14
lip 278.02
fl
278.59
tc@ci, Inv271.44
277.05
tc@ci, Inv272.75
277.38
tc bc
277.05
lip
276.95
pavers
277.10
276.96 lip
fl
276.96
lip
276.89
fl
276.71
277.17 fl
tc poc
276.72
lip
276.70
tc
276.23
fl
276.29
lip
276.61
tc
276.14
fl
276.20
lip
277.35
hcr
278.16
lip
277.48
tc
276.97
pavers
277.73
tc @ dwy
277.67
tc @ dwy
277.23
pavers
277.68
tc
277.15
pavers
277.64
tc
277.66
tc @ end
277.66
brc
277.16
fl
277.16
lip
277.31
lip
277.72
brc
277.39
fl
277.44
fl
277.37
lip
277.79
brc
277.77
brc
277.82
tc
277.36
fl
277.36
lip
(20')
(30')
Typ Roof Leader
Splash Block
Bottom 277.25
WS278.05
Bottom 277.30 7' 9.34' 10' 18' 10' 10'

16.5'

38.5' 10'

16.5' 10'

16.5'

17.5'
WS278.00
WS277.14 WS277.58 WS277.93 WS278.40
Overflow
Overflow
Overflow Overflow Overflow
Lot 3 Lot 2 Lot 1 Lot 5 Lot 4 Lot 6
8,730sf
DMA-5 DMA-4 DMA-3 DMA-2 DMA-1 5'
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C4-Prelim StormWater Management Plan.dwg - 8/10/2021 1:20 PM - Plotted 8/10/2021 1:20 PM by Harinder Singla JOB NO.

OF
16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO Existing; 221047 LO New; 221082 Arch 7-02-21 SHEET
221047
C4
5Prelim StormWater Management Plan 20860 McClellan Road Aug 2021 1"=20' MF HS

HAR I NDER S I NGLA

STATE OF CAL I FORN I A
C49717

REGISTERED PROFESSIONAL ENGINE
ER ±13' 14.5'
Vegetation per Landscape Plans)
Engineered Bio-soil
Planting Media
Class 2 drain rock
Ponding Depth (Max. 9")
Natural/Uncompacted
Subgrade
Scale: None
Typical Bio-Retention Basin Detail
Length Varies (see plan)
3" Mulch
Layer 18"Min.

North
SCALE: 1"=20'
010203040 24"Min.

Typical
Planter/Retaining Curb
Enclosure 12" 3"Freeboard Typ.
36"
Overflow Weir
Bio-Soil Level
9"ponding
Scale: None
Typical Downstream Elevation
Width Varies (See Plan)
Scale: None
C.3 Compliant Permeable Pavement Section 3"Freeboard Typ. 1687
JT
JT
JT
JT

JT JT JT JT JT JT JT JT JT JT JT
JT

SD SD SD SD SD

SSSS SS SSSSSS W W W W W W CO CO CO COCOCO CO E E E E E E SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD (e) (oh) (e) (oh) (sd) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (fh)
(w) (w) (w) (w) (w) (w) (w) (w) (w)
(w)
(w)
(w) (w) (w) (w) (w) (w) (w) (w) (w)
(ss)
(sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd)
(ss) (ss) (ss) (ss) (ss)
(w) (w)
(w)
(ss) (ss) (ss)
(sd)

JT JT JT JT JT JT JT JT JT JT JT
276.82
city cup bd in mbox
281.35
Cross
278.96
Cross
279.63
pk
277.54
Spike
279.26
Spike
277.77
Mag Nail
277.70
ink x
276.66
fd bd in mbox
LOT 2
PL-2R PL-1
PL-3
PL-4
PL-2 PL-2
ADU
ADU
ADU
ADU ADU ADU 1 1 1 1 1 1 2 2 2 2 2 2 1
Appx Loaction
(E) Joint Trench
Appx Location
Proposed
Joint Trench 3 3 3 3 3 3 5 4 4 6 6
(E) 8" Sewer
(E) 6" Water
(E) 24" Storm
(E) 10" Sewer
Cherryland Drive
(E) 8" Water
(private Street) McClellan Road
Bonny Drive
Lot 1 Lot 5 Lot 4 Lot 3 Lot 2
Lot 6 7 8
Utility Improvement Notes
City Standard 4"Ø Sewer Lateral
City Standard 1"Ø Water Service
Standard Electrical Service
Existing Private Street Light
Existing Fire Hydrant
Proposed Private Street Light if Necessary
Remove Existing Service Pole & Overhead to the House
Relocate Existing Joint Pole behind new Curb & Gutter at a location approved by the City 12354687 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2 3 4 5 6 7 8 9 10 11
12 13
14 15
16 17
18 19
20 21
22 23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C5-Prelim Utility Plan.dwg - 8/5/2021 5:57 PM - Plotted 8/10/2021 1:21 PM by Harinder Singla JOB NO.

OF
16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO New; 221047 LO Existing; 221082 Arch 7-02-21 SHEET
221047
C55Preliminary Utility Plan 20860 McClellan Road Aug 2021 1"=20' MF HS HAR I NDER S I NGLA STATE OF CAL I FORN I A C49717 REGISTERED PROFESSIONAL ENGINEER
1688
TITLE SHEET A-0 SHEET INDEX SCOPE OF WORK VICINITY MAP BUILDING ANALYSIS ENERGY CONSULTANT LANDSCAPE ARCHITECTURE CONSUL. CIVIL ENGINEERS ENGINEERS CONSULTING STRUCTURAL 20860 McCLELLAN ROAD CUPERTINO, CALIFORNIA DEFERRED SUBMITTAL SITE CONTACT INFORMATION BUILDING CODES DISTRICT NEW SINGLE FAMILY HOUSES McCLELLAN DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 02-18-22 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN CHERRYLAND DR.

MCCLELLAN PL MCCLELLAN ROAD
BONNY DR.

STELLING ROAD
1689
1690
1691
1692
1693
1694
1695
1696
1697
1698
1699
1700
1701
1702
1703
1704
GARAGE: 415 SF MAIN HOUSE: 2,085 SF ADU: 563 SF. PLANTER PLANTER OUTDOOR PATIO UNCOVERED PATIO ADU

DINING ROOM
KITCHEN FAMILY ROOM LIVING ROOM OFFICE FOYER BEDRM 4 LAU POWDER BATH 4 FAU 36" CABINET
COAT
OVEN PANTRY A-2.1a FIRST FLOOR PLAN NOTES FIRST NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 1 1705
GARAGE: 415 SF MAIN HOUSE: 1,695 SF ADU: 600 SF.

DINING ROOM
KITCHEN FAMILY ROOM LIVING ROOM OFFICE FOYER BEDRM 4 LAU BEDRM 1
BEDRM 2

ADU GARAGE
COAT POWDER BATH 4

OVEN PANTRY UNCOVERED PATIO
WATER POND PLANTER A-2.1b FIRST FLOOR PLAN NOTES FIRST NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 2 1706
GARAGE: 415 SF MAIN HOUSE: 1,695 SF ADU: 600 SF.

DINING ROOM
KITCHEN FAMILY ROOM LIVING ROOM OFFICE FOYER BEDRM 4 LAU BEDRM 1
BEDRM 2

ADU GARAGE
COAT POWDER BATH 4

OVEN PANTRY UNCOVERED PATIO
WATER POND PLANTER A-2.1c FIRST FLOOR PLAN NOTES FIRST NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 3 1707
GARAGE: 415 SF MAIN HOUSE: 1,695 SF ADU: 600 SF.

DINING ROOM
KITCHEN FAMILY ROOM LIVING ROOM OFFICE FOYER BEDRM 4 LAU BEDRM 1
BEDRM 2

ADU GARAGE
COAT POWDER BATH 4

OVEN PANTRY
WATER POND UNCOVERED PATIO PLANTER A-2.1d FIRST FLOOR PLAN NOTES FIRST NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 4 1708

LIVING ROOM

GARAGE FAMILY ROOM KITCHEN

LAUNDRY
BEDROOM 5
CLOSET DINING 10 FT. CL.
10 FT. CL.
10 FT. CL.
10 FT. CL. TV WALL
PANTRY 10 FT. CL.
10 FT. CL.

BATH 4 10 FT. CL.
10'-6" CL. 10 FT. CL. 36" CABINET 36" CABINET
ADU UNCOVERED PATIO 36" CABINET
PANTRY
SHELVES A-2.1e FIRST FLOOR PLAN NOTES FIRST NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 5 1709
DINING ROOM KITCHEN FAMILY ROOM LIVING ROOM J. MASTER FOYER BEDRM 4 PANTRY GARAGE LAU. BATH 4 BATH 5 GARAGE: 415 SF MAIN HOUSE: 2,189 SF ADU ADU: 560 SF UNCOVERED PATIO A-2.1f FIRST FLOOR PLAN NOTES FIRST NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 6 1710
AREA: 1,327 SF OPEN TO BELOW OPEN TO BELOW A-2.2a SECOND FLOOR PLAN NOTES SECOND NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 1 1711
AREA: 1,275 SF OPEN TO BELOW OPEN TO BELOW A-2.2b SECOND FLOOR PLAN NOTES SECOND NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 2 1712
AREA: 1,275 SF OPEN TO BELOW OPEN TO BELOW A-2.2c SECOND FLOOR PLAN NOTES SECOND NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 3 1713
AREA: 1,275 SF OPEN TO BELOW OPEN TO BELOW A-2.2d SECOND FLOOR PLAN NOTES SECOND NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 4 1714
OFFICE/ BEDRM 3 HALLWAY 9 FT. CL. 9 FT. CL. BEDRM 4 9 FT. CL. M. BATH 9 FT. CL. BATH 2 9 FT. CL. BATH 3 9 FT. CL. WIC M. BEDRM 9 FT. CL. AREA: 1,452 9 FT. CL. BEDRM 2 9 FT. CL. A-2.2e SECOND FLOOR PLAN NOTES SECOND NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 5 1715
AREA: 1,416 OPEN TO BELOW OPEN TO BELOW A-2.2f SECOND FLOOR PLAN NOTES SECOND NOTES UNDERFLOOR VENT CALCULATION LEGENDS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN FLOOR PLAN PLAN 6 1716
ELEVATIONS A-3.1a RIGHT ELEVATION - WEST FRONT ELEVATION - NORTH KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 1 1717
12 1.5 ELEVATIONS A-3.1b RIGHT ELEVATION - NORTH FRONT ELEVATION - EAST KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 2 1718
12 1.5 12 1.5 ELEVATIONS A-3.1c RIGHT ELEVATION - NORTH KEYNOTES FRONT ELEVATION - EAST DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 3 1719
12 1.5 12 1.5 ELEVATIONS A-3.1d RIGHT ELEVATION - NORTH FRONT ELEVATION - EAST KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 4 1720
12 1.5 12 1.5 ELEVATIONS A-3.1e RIGHT ELEVATION - NORTH FRONT ELEVATION - EAST KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 5 1721
12 1.5 12 1.5 ELEVATIONS A-3.1f RIGHT ELEVATION - WEST FRONT ELEVATION - NORTH KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 6 1722
ELEVATIONS A-3.2a LEFT ELEVATION - EAST REAR ELEVATION - SOUTH KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 1 1723
12 1.5 12 1.5 ELEVATIONS A-3.2b REAR ELEVATION - WEST LEFT ELEVATION - SOUTH KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 2 1724
ELEVATIONS A-3.2c REAR ELEVATION - WEST LEFT ELEVATION - SOUTH KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 3 1725
12 1.5 12 1.5 ELEVATIONS A-3.2d REAR ELEVATION - WEST LEFT ELEVATION - SOUTH KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 4 1726
12 1.5 12 1.5 ELEVATIONS A-3.2e REAR ELEVATION - WEST LEFT ELEVATION - SOUTH KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 5 1727
12 1.5 12 1.5 ELEVATIONS A-3.2f KEYNOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 6 LEFT ELEVATION - EAST REAR ELEVATION - SOUTH 1728
RENDERING RENDERING A-3.3a DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 1 1729
RENDERING RENDERING A-3.3b DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 2 1730
RENDERING RENDERING A-3.3c DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 3 1731
RENDERING RENDERING A-3.3d DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 4 1732
RENDERING RENDERING A-3.3e DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 5 1733
RENDERING RENDERING A-3.3f DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 6 1734

OVERHANG BELOW OVERHANG BELOW OVERHANG BELOW

BALCONY BELOW

OVERHANG BELOW
OVERHANG BELOW SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE 1.5:12 SLOPE 1.5:12 SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE
1/4"
SLOPE
1/4" ROOF PLAN ROOF PLAN A-4.0a ATTIC VENT CALCULATION ROOF PLAN NOTES NOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 1 1735

OVERHANG BELOW OVERHANG BELOW

OVERHANG BELOW BALCONY BELOW

OVERHANG BELOW
SLOPE
1/4"
SLOPE
1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4"

1.5 :12
SLOPE

1.5 :12
SLOPE ROOF PLAN ROOF PLAN A-4.0b ATTIC VENT CALCULATION ROOF PLAN NOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 2 NOTES 1736
SLOPE 1.5 :12 OVERHANG BELOW OVERHANG BELOW

OVERHANG BELOW

BALCONY BELOW

OVERHANG BELOW
OVERHANG BELOW SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE 1/4" SLOPE 1/4" SLOPE
1/4"
SLOPE
1/4" SLOPE 1/4" SLOPE 1/4" ROOF PLAN ROOF PLAN A-4.0c ATTIC VENT CALCULATION ROOF PLAN NOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 3 NOTES 1737

OVERHANG BELOW OVERHANG BELOW

OVERHANG BELOW BALCONY BELOW

OVERHANG BELOW
SLOPE
1/4"
SLOPE
1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE

1.5 :12
SLOPE

1.5 :12 ROOF PLAN ROOF PLAN A-4.0d ATTIC VENT CALCULATION ROOF PLAN NOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 4 NOTES 1738

OVERHANG BELOW OVERHANG BELOW

OVERHANG BELOW

BALCONY BELOW

OVERHANG BELOW

OVERHANG BELOW
SLOPE
1/4"
SLOPE
1/4"
SLOPE

1.5 : 12
SLOPE

1.5 :12
SLOPE

1.5 : 12
SLOPE

1.5 :12
SLOPE

1.5 :12 SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" ROOF PLAN ROOF PLAN A-4.0d ATTIC VENT CALCULATION ROOF PLAN NOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 4 NOTES 1739
OVERHANG BELOW OVERHANG BELOW OVERHANG BELOW OVERHANG BELOW OVERHANG BELOW BALCONY BELOW SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE 1.5 :12 SLOPE
1/4"
SLOPE
1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4"SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" ROOF PLAN ROOF PLAN A-4.0f ATTIC VENT CALCULATION ROOF PLAN NOTES DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN PLAN 6 NOTES 1740

1.5 12 1.5 12 SECTIONS A-A A-5.0A SECTION B-B SECTION A-A DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN SECTIONS B-B 1741
12 1.5 12 1.5 KITCHEN HALL WAY FAMILY ROOM MASTER BED RM OFFICE FOYER LIVING ROOM FAMILY ROOM SECTION A-A BED RM BATH RM SECTIONS A-A A-5.0b SECTION B-B SECTION A-A DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN SECTIONS B-B 1742
KITCHEN FAMILY ROOM BED ROOM 1.5 12 1.5 12 FAMILY RM / KIT CHEN LIVING RM FOYER OFFICE BATH RM BED ROOM SECTIONS A-A A-5.0c SECTION B-B SECTION A-A DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN SECTIONS B-B 1743
12 1.5 12 1.5 FAMILY RM KIT CHEN MASTER BED RM OFFICE LIVING ROOM KITCHEN BED ROOM BATH RM SECTIONS A-A A-5.0 D SECTION B-B SECTION A-A DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN SECTIONS B-B 1744

1.5 12 1.5 12 MASTER BED ROOM KITCHEN HALL WAY FAMILY RM BED ROOM 5 BATH RM 4 FAMILY ROOM ADU. OFFICE / BEDROOM 3 HALL WAY HALL WAY (MASTER BED ROOM) SECTIONS A-A A-5.0E SECTION B-B SECTION A-A DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN SECTIONS B-B 1745
FAMILY ROOM KITCHEN MASTER BED RM GARAGE FOYER LIVING RM FAMILY RM ADU. BED ROOM BATH RM SECTIONS A-A A-5.0F SECTION B-B SECTION A-A DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN SECTIONS B-B 1746
FIRST FLOOR LEVEL SECOND FLOOR LEVEL FLOOR AREA 1 423.5 SF. FLOOR AREA 2 276.5 SF. FLOOR AREA 3 832 SF. FLOOR AREA 4 745.5 SF. FLOOR AREA 5 114.5 SF. FLOOR AREA 6 643 SF. FLOOR AREA 7 272 SF. FLOOR AREA 8 412 SF. ADU FLOOR AREA 114.5 SF. ADU FLOOR AREA AC-1a CALCULATIONS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN LOT 1 1747
FIRST FLOOR LEVEL SECOND FLOOR LEVEL FLOOR AREA 6 614 SF. FLOOR AREA 7 272 SF. FLOOR AREA 8 389 SF. ADU FLOOR AREA 600 SF. ADU FLOOR AREA 1 333 SF. FLOOR AREA 2 510 SF. FLOOR AREA 3 534 SF. FLOOR AREA 4 631 SF.

FLOOR AREA 5
103 SF. FLOOR AREA AC-1b CALCULATIONS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN LOT 2 1748
FIRST FLOOR LEVEL SECOND FLOOR LEVEL FLOOR AREA 6 614 SF. FLOOR AREA 7 272 SF. FLOOR AREA 8 389 SF. ADU FLOOR AREA 600 SF. ADU FLOOR AREA 1 333 SF. FLOOR AREA 2 510 SF. FLOOR AREA 3 534 SF. FLOOR AREA 4 631 SF.

FLOOR AREA 5
103 SF. FLOOR AREA AC-1c CALCULATIONS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN LOT 3 1749
FIRST FLOOR LEVEL SECOND FLOOR LEVEL FLOOR AREA 6 614 SF. FLOOR AREA 7 272 SF. FLOOR AREA 8 389 SF. ADU FLOOR AREA 600 SF. ADU FLOOR AREA 1 333 SF. FLOOR AREA 2 510 SF. FLOOR AREA 3 534 SF. FLOOR AREA 4 631 SF.

FLOOR AREA 5
103 SF. FLOOR AREA AC-1d CALCULATIONS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN LOT 4 1750
FIRST FLOOR LEVEL SECOND FLOOR LEVEL FLOOR AREA 1 819 SF. FLOOR AREA 2 414.5 SF. FLOOR AREA 3 468 SF. FLOOR AREA 4 457.5 SF.

FLOOR AREA 5
134 SF. FLOOR AREA 6 411 SF. FLOOR AREA 7 586 SF. FLOOR AREA 8 455 SF. ADU FLOOR AREA 557 SF. ADU AREA: 1,452 FLOOR AREA AC-1e CALCULATIONS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN LOT 5 1751
FLOOR AREA 1 783 SF. FLOOR AREA 2 252 SF. FLOOR AREA 3 568 SF. FLOOR AREA 4 823 SF. FLOOR AREA 5 183 SF. FLOOR AREA 4 560 SF. FLOOR AREA 4 648.5 SF. FLOOR AREA 4 273 SF. FLOOR AREA 4 494.5 SF. FIRST FLOOR LEVEL ADU SECOND FLOOR LEVEL FLOOR AREA AC-1f CALCULATIONS DESIGN STUDIO 408.375.0041 SAN JOSE, CA 95135 4180 WATKINS WAY DATE SCALE JOB SHEET REVISIONS SHEET CONTENTS DESIGN BY: CHAD NGUYEN 2021 AS SHOWN 08-27-21 CUPERTINO, CALIFORNIA 20860 McCLELLAN RD. DISTRICT NEW SINGLE FAMILY HOUSES DESIGN STUDIO PROJECT McCLELLAN LOT 4 1752
1753
1 PROPOSED SITEPLAN - TRASH CAN TRAVEL PATH
SCALE: 1/16"=1'-0"
20'-0"
20'-0"
40'-0"

SHEET KEYNOTES
NO. NOTE
101 SHADED AREA (E) ROAD TO BE EXTENDED
102 TRASH TRAVEL PATH
103 (E) BIKE LANE
104 TRASH CAN PLACEMENT
105 HOUSE TRASH CAN LOCATION (3 CANS PER
HOUSE 32GAL, 64 GAL & 96 GAL)
20' FRONT SETBACK 12' SIDE SETBACK
20' BACK SETBACK
15' FRONT SETBACK (SIDE GARAGE) 5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 20' BACK SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 20' BACK SETBACK 20' BACK SETBACK 20' BACK SETBACK 20' BACK SETBACK 20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK
20' FRONT SETBACK 7.5' SIDE SETBACK 5' SIDE SETBACK
LOT 5
LOT 8291 SQ. FT.
2 STORY HOUSE
LOT 4
LOT 7526 SQ. FT.
2 STORY HOUSE
LOT 3
LOT 7532 SQ. FT.
2 STORY HOUSE
LOT 2
LOT 7535 SQ. FT.
2 STORY HOUSE
LOT 1
LOT 8571 SQ. FT.
2 STORY HOUSE
LOT 6
LOT 9793 SQ. FT.
2 STORY HOUSE
ADU
ADU
ADU

ADU ADU ADU
60'+/-

RAISED CURB
MEDIAN
38'-9
3 4
" TRASH CAN

PLACEMENT
38'-9
3 4
" TRASH PLACEMENT
6'-0"
AS-102-ALT

SITE PLAN -

TRASH PATH SITE DEVELOPMENT - DAH
DATE

REVISION
NO. DESCRIPTION
DATE

CHECKED
DRAWN

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER
08-12-2021
APN: 359-20-030 20860 MCCLELLAN RD CUPERTINO, CA 95014
ALOK VENTURES LLC.
3230 WESTBRIDGE LN.

PLEASENTON CA, 94566
1 1754
18x24
1 PROPOSED SITEPLAN - TRASH CAN TRAVEL PATH
SCALE: 1/16"=1'-0"
20'-0"
20'-0"
40'-0"

SHEET KEYNOTES
NO. NOTE
101 SHADED AREA (E) ROAD TO BE EXTENDED
102 TRASH TRAVEL PATH
103 (E) BIKE LANE
104 TRASH CAN PLACEMENT
105 HOUSE TRASH CAN LOCATION
20' FRONT SETBACK 12' SIDE SETBACK
20' BACK SETBACK
15' FRONT SETBACK (SIDE GARAGE) 5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 20' BACK SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK 7.5' SIDE SETBACK20' BACK SETBACK 20' BACK SETBACK 20' BACK SETBACK 20' BACK SETBACK 20' FRONT SETBACK 20' FRONT SETBACK 20' FRONT SETBACK
20' FRONT SETBACK 7.5' SIDE SETBACK 5' SIDE SETBACK
LOT 5
LOT 8291 SQ. FT.
2 STORY HOUSE
LOT 4
LOT 7526 SQ. FT.
2 STORY HOUSE
LOT 3
LOT 7532 SQ. FT.
2 STORY HOUSE
LOT 2
LOT 7535 SQ. FT.
2 STORY HOUSE
LOT 1
LOT 8571 SQ. FT.
2 STORY HOUSE
LOT 6
LOT 9793 SQ. FT.
2 STORY HOUSE
ADU
ADU
ADU

ADU ADU ADU
80'-0"

TRASH CAN

STAGING SITE DEVELOPMENT - DAH
DATE

REVISION
NO. DESCRIPTION
DATE

CHECKED
DRAWN

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER
08-12-2021
APN: 359-20-030 20860 MCCLELLAN RD CUPERTINO, CA 95014
ALOK VENTURES LLC.
3230 WESTBRIDGE LN.

PLEASENTON CA, 94566
1 AS-102

SITE PLAN -

TRASH PATH
1755
9,615sf 8,469sf 7,526 sf 7,532 sf 7,535 sf 8,581sf
Cherryland Drive (Existing Private Street) McClellan Road Bonny Drive (E) 25' (E) 10.5' 14.5'
Existing PUE, EAE, PIEE, PAE,
PSDE & PSSE (E) 5'LE & PUE Proposed 5' PUE & LE
Existing PUE, EAE, PIEE, PAE,

PSDE & PSSE
Lot 6 Lot 5 Lot 4 Lot 3 Lot 2 Lot 1
4,987sf
Lot 7 (Proposed PUE, EAE, PIEE,

PAE, PSDE & PSSE)
Proposed 5' PUE & LE
(301.76') Held Per R1 (S0°00'00"W)
389.79' S0°02'48"E N89°56'35"E 139.33'
389.74' S0°00'00"W N89°55'16"E 139.01' N89°59'57"E 98.16' S90°00'00"E 115.97' N90°00'00"W 124.68' S90°00'00"E 124.72' S90°00'00"E 124.77' R = 37.00'
Δ = 21°19'00"
L = 13.77'
R = 56.00'
Δ = 24°36'35"
L = 24.05'
R = 56.00'
Δ = 13°48'13"
L = 13.49'
R = 15.00'
Δ = 33°53'09"
L = 8.87'

62.15' 76.76' 61.00' 60.40' 60.40' 69.08'
419.74' to Street C.L. (419.75' per Deed)
419.79' to Street C.L. (419.75' per Deed)
N24°24'25"E

43.81'
R = 37.00'
Δ = 47°40'10"
L = 30.78'

82.51'

39.15' 60.40' 60.40' 69.18'
R = 76.00'
Δ = 19°10'59"
L = 25.45'
R = 57.00'
L = 36.36' Total L = 61.81'
R = 57.00'
L = 38.12'
Typical Lot Width
at Front Setback Line
R = 76.00'
L = 23.96'
Total L= 63.11' 20'
20'
Typical Lot Width
at Front Setback Line
4'PSDE 4'PSDE (N89°56'35"E)
McClellan Place
Fd Mon Box
per R2
No Punch or ID
Stelling Road
Fd Mon Box
per R2
No ID (N89°56'35"E)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C1-Tentative Map.dwg - 4/26/2022 12:52 PM - Plotted 4/26/2022 12:52 PM by Harinder Singla JOB NO.

OF 16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO New; 221047 LO Existing SHEET
221047
C1
5Tentative Map 20860 McClellan Road April 2022 1"=20' MF HS

L ICENSED LAND SURVEYO HA
R

R I NDER S I NGLA

As Shown
54,244sf (1.245ac)
None
4,987sf
49,257sf
Street Address:

Owner:

Subdivider:

Assessor's Parcel No:

Existing Use:

Proposed Use:

Present Zoning:

Proposed Zoning:

Sewage Disposal:

Storm Drainage:

Source of Water:

Existing Improvements:

Gross Parcel Area:

Public Street Dedication:

Private Street Area:

Net Area:

LEGEND

EMERGENCY ACCESS EASEMENT

PUBLIC ACCESS EASEMENT

PRIVATE UTILITY EASEMENT

PRIVATE INGRESS & EGRESS EASEMENT
EAE
PAE
PUE
PIEE

PRIVATE STORM DRAINAGE EASEMENT

PRIVATE UTILITY EASEMENT

PRIVATE INGRESS & EGRESS EASEMENT
PSDE
PSSE
PUE
PIEE

PRIVATE SANITARY SEWER EASEMENT

LE LANDSCAPING EASEMENT
Exterior Parcel Boundary
New Lot Line
Street Centerline
Easement Line

1. Tentative Map

2. Boundary & Topographic Map

3. Preliminary Grading & Drainage Plan

4. Preliminary Storm Water Management Plan

5. Preliminary Utility Plan
Looking North
Existing Pervious
Pavement
sawcut line
Not to Scale (E) PL
2%
Permeable Pavers
on Bedding Course
and Stone Subbase
per the Soils Engineer
to match existing
Street Section
4'9" P/L

1.5-3.5%
Street Section-Cherryland Drive Widening
Curb & Gutter or full depth
Vertical Curb & Sidewalk
as shown on plan
CL
(±8')

20.5'
(10.5')

1.0-2.5% 1.0-2.5%
(5')
(20')
SITE
Vicinity Map
Assessor Parcel Map
Basis of Bearings:

Basis of bearings is along the centerline of McClellan Road as N89°56'35"E as shown on that certain Record of Survey Map filed for record in Book 173 of Maps at Page 54.

14.5'
3"
5"PUE & LE
Typical lot width at
building setback line
1756
X (x) X
X (x) X (x) X (x) (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) (e) (oh) (e) (oh) (sd) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss)
(fh)
(w) (w) (w) (w) (w) (w) (w) (w)
(w)
(w)
(w)
(w) (w) (w) (w) (w) (w) (w) (w) (ss) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (ss) (ss) (ss) (ss) (ss) (w) (w) (w) X (x) X (x) (ss) (ss) (ss) (sd)

JT JT JT JT JT JT JT JT JT JT JT
> > >
279.26
ep
279.38
ac dwy
279.66
ac dwy
279.63
ep
279.44
clf
279.68
fh
279.92
279.69 wv ep
279.34
ac dwy 278.34
ac dwy
278.68
ep
278.79
di
279.38
ep
279.29
gb
279.51
ac dwy
280.64
clf 278.67
ep
279.27
clf
278.86
ep
278.45
ac dwy
277.43
gdw
277.96
gdw
277.41
gdw
278.52
clf
278.38
gdw
278.48
clf
278.09
gdw
277.79
gdw
277.27
fl
277.81
gdw
277.46
gdw

0.00 fig 12
280.95
tc @ end
280.84
ep
280.61
ep
280.47
fnc ang
280.59
sw
280.77
tstp
280.75
tstp
281.29
slb
281.32
slb
280.46
sw
280.38
sw
280.37
bw
280.16
tc
279.72
fl
279.76
lip
280.40
dbl yellow
281.12
bw
280.90
tc @ dwy
280.45
fl
280.51
lip
281.52
piv
281.76 wm
281.55 wm
281.39 wm
281.52
dbl yellow
281.77
bw
281.61
sw
281.46
sw
281.48
tc @ dwy
281.15
tc @ dwy
281.03
fl
281.14
lip
281.04
lip
280.97
lip
280.92
fl
281.68
ep
281.23
280.99 ep
ep
280.73
ep
280.07
ep
281.62
tob
282.07
tob
281.36
tob
281.33
lo 12
280.75
cedar 11
280.88
cedar 12
280.81
lo 8 8 8 fork
281.44
tc @ dwy
281.84
tc @ dwy
282.13
bw
282.10
ac dwy
281.99
tc @ ci
281.38
fl
281.48
lip
fl
282.31
slb
282.60
dbl yellow
282.01
flush curb
282.10
flush curb
279.81 wm
281.15
uw
281.09
uw
280.88
uw
281.14
uw
279.09
tc @ dwy
278.64
tc @ dwy
278.64
fl
278.68
lip
279.83
tc
278.75
co
278.04
fl
278.59
tc@ci, Inv271.44
278.30
ssmh, Inv268.05thru, 268.30in
278.46
sdmh
278.12
tc @ ci
278.90
dbl yellow
278.14
dbl yellow
277.05
tc@ci, Inv272.75
279.24
poc trunk cedar
279.37
poc trunk cedar
279.38
poc trunk cedar
279.86
ng
279.74
sw
279.79
sw
279.48
brick wk
279.31
conc dwy 279.09
conc dwy
278.99
pavers
278.84
cedar 19
279.13
poc trunk pine
279.82
poc trunk pine
279.74
poc trunk pine
280.71
pine 24
281.18
pine 36
280.66
ep
280.53
ep
280.54
gate
280.77
end fnc
278.41
slb
278.49
gdw
278.68
ep
278.71
ep
278.71
ep
278.72
ep
278.61
ep
278.61
slb
278.50
ac dwy
278.63
ac dwy
279.37
ac dwy
279.28
ac dwy
278.56
ac dwy
278.44
ip 6" post
278.70
ip 6" post
278.77
ac dwy
279.20
ac dwy
279.55
ac dwy
279.94
ac dwy
279.92
ac dwy
279.46
ac dwy
278.58
ep
278.60
ep
278.39
ep
280.09
slb
280.07
slb
280.35
sw
280.39
sw
281.45
poc trunk cedar
281.31
poc trunk cedar
281.21
poc trunk cedar
279.45
slb
279.45
slb
279.22
co
279.09
slb
279.21
slb
279.53
slb
281.32
tstp
281.33
tstp
281.30
tstp
281.29
tstp
281.30
tstp
278.44
ac dwy
278.46
ac dwy
278.58
ac dwy
278.59
slb
278.58
ac dwy
278.12
ac dwy
277.62
ac dwy
277.71
ng
278.01
ng
279.19
slb
278.05
gdw
277.19
broken ac ep
277.47
broken ac ep
276.88
276.78 broken ac ep
broken ac ep
277.04
inside fnc
276.01
inside fnc
276.22
broken ac ep
276.57
broken ac ep
276.61
ep
276.60
ep
276.13
inv 4" abs sd
276.39
sd cnc patc @ inside fnc
276.38
inside fnc
276.38
inside fnc cor
276.34
ep
276.33
ep
278.75
ng
279.40
clf
280.10
clf
278.69
tc @ end
278.40
ep 278.48
ep
278.60
clf
278.37
n side fnc jog s 1.5 to chlk fnc
278.83
cedar 13 9
276.87
ep
276.99
ep
276.50
ep
276.70
ep
276.67
ep
277.12
ng
277.42
tree 10
277.38
tc bc
277.05
276.95 lip
pavers 276.81
fl 277.10
lip
276.90
fl
276.96
fl 276.96
lip
276.89
fl
276.71
fl
276.72
lip
276.65
lip
276.70
tc
276.29
lip
276.74
bw
276.61
tc 276.14
fl
276.20
lip
276.42
ep
276.99
dbl yellow
277.45
sdmh
277.17
bw
277.27
bw
277.34
bw
277.47
bw
278.60
tc
278.59
tc
278.12
fl
278.16
lip
278.16
pavers
276.99
pavers
277.47
tc
277.48
tc
276.97
pavers
277.73
tc @ dwy
277.26
tc @ dwy
277.28
tc @ dwy 277.67
tc @ dwy
277.23
pavers
277.16
pavers
277.68
tc
277.75
tc
277.14
pavers
277.15
pavers
277.64
tc
277.66
tc @ end
277.66
brc
277.16
fl
277.16
lip
277.31
lip 277.72
brc
277.39
fl
277.44
fl 277.37
lip
277.79
brc
277.77
brc
277.82
tc
277.36
fl
277.36
lip
277.32
tow @ fnc cont 20' +-
276.09
ng
277.70
fh
277.27
ssmh
277.24 wv 277.26
pavers
277.77
tc 276.59
ng
277.13 wv 277.12
pavers
277.75
tc
277.82
ng
278.43 wv Cherryland Drive (private Street) McClellan Road Bonny Drive N89°55'16"E 139.01'
389.79' S0°02'48"E N89°56'35"E 139.33'
389.74' S0°00'00"W
(E) 8" Sewer
(E) 6" Water (E) 24" Storm(E) 10" Sewer (E) 8" Water
(E) Barn and all other accessory
structures to be demolished
(E) House
to be demolished
(E) Garage
to be demolished
(E) ADU
to be demolished
(E) AC Driveway to be
removed
(E) Gravel Driveway
to be removed
(E) AC Driveway to be
removed
(E) AC Driveway to be
removed
(E) Drive Apron
to be Plugged
(E) Drive Apron to be
Removed & Replaced
with new C&G per City
Std. Detail 1-16
All (E)slabs &
walkways onsite to be
demolished
All (E)slabs &
walkways onsite to be
demolished
All (E)slabs &
walkways onsite to be
demolished
BDM not Found at
Cherryland Dr
Fd BDM
held at 0.17' north
per call on R2
BDM per R2
SFNF
Fd BDM
(E) Raised
Curb Median
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C2-Topo Map & Demo Plan.dwg - 3/17/2022 5:35 PM - Plotted 4/19/2022 2:45 PM by Harinder Singla JOB NO.

OF 16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO Existing SHEET
221047
C2
5Boundary & Topographic Survey 20860 McClellan Road April 2022 1"=20' MF HS STORM DRAIN MANHOLE (SD-1)
SLOPE

SECTION - DETAIL

MONUMENT, TYPE AS SHOWN

BENCH MARK
STREET BARRICADE (A-32)

WATER MAIN

SANITARY SEWER

STORM DRAIN

FENCE, TYPE AS SHOWN
DRIVEWAY APPROACH (A-8 & 9)

CURB AND GUTTER
DROP INLET (SD-4)
CURB INLET (SD-5)
SWALE

REVISION
W
GAS
(T)
(E)
(G)

TELEPHONE

ELECTRIC
(W)
(SS)
(SD)
DESCRIPTION (City Std Detail#)

CENTER LINE

PROPERTY LINE
LEGEND

PROPOSED EXISTING
SHEET NO.

BVC BEG. VERTICAL CURVE
MAX. MAXIMUM

PRIVATE STORM DRAIN EASEMENT

PUBLIC SERVICE EASEMENT

PROPERTY LINE

PULL BOX

REINFORCED CONCRETE PIPE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SIDEWALK

TEMPORARY BENCH MARK

TOP OF CURB

WATER METER

WATER VALVE

RIGHT OF WAY

STANDARD

POINT OF VERTICAL INTERSECTION

NATURAL GROUND

EP EDGE OF PAVEMENT SW

END VERTICAL CURVE

FIRE HYDRANT

FLOW LINE

GRADE BREAK

FINISH GRADE

FINISH FLOOR

END OF RETURN
GB
FH
FG
FL
EVC
(E) EX
FF
ER

EXISTING
WM
WV
TYP. TYPICAL
TC
TBM

END OF CURVE

DRIVEWAY

DUCTILE IRON PIPE

EXISTING GRADE

ELECTROLIER

DROP INLET

CLEAN OUT

CORRUGATED METAL PIPE

CENTERLINE OF DRIVEWAY

CENTERLINE

CURB INLET

CATCH BASIN

BACK OF SIDEWALK
CL D/W
DI
D.I.P.

EC
EG
ELCT
DWY
CMP
CO
CB
CI
BW
SSMH
STD.

SDMH
R/W
P.S.E.

P.S.D.E.

RCP
PVI
MIN.

PB
NG

MINIMUM

HIGH POINT

GATE VALVE

LOW POINT

JOINT POLE

ASPHALT CONCRETE

BEGINNING OF CURVE

BUILDING
BC
BLDG
ABBREVIATIONS:

AC
INV.

LP
JP
INVERT
GV
HP

X X X X X
SD
SS
CL PL
(A-31)

2.2% (2.1%)
D
15 SD (SD)

BFE BASE FLOOD ELEVATION
> >
E

STORM JUNCTION BOX
HANDICAP RAMP (A-1 & A-5)
North
SCALE: 1"=20'
010203040

L ICENSED LAND SURVEYO HA
R

R I NDER S I NGLA

STATE OF CAL I FORN I A
No. 8347
Basis of Bearings:

Basis of bearings is along the centerline of McClellan Road as N89°56'35"E as shown on that certain Record of Survey Map filed for record in Book 173 of Maps at Page 54.
1757
X
(x) X
X (x) X (x) X (x) (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x)
X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) X (x) (e) (oh) (e) (oh) (sd)
(ss)
(ss) (ss) (ss) (ss) (ss) (ss) (ss)
(fh)
(w) (w) (w) (w) (w) (w) (w) (w)
(w)
(w)
(w)
(w) (w) (w) (w) (w) (w) (w) (w) (w)
(ss)
(sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd)
(ss) (ss) (ss) (ss) (ss)
(w) (w)
(w)
X (x) X (x)
(ss) (ss) (ss)
(sd)
279.26
ep
279.38
ac dwy
279.66
ac dwy
279.63
ep
279.44
clf
279.68
fh
279.92
279.69 wv ep
279.34
ac dwy 278.34
ac dwy
278.68
ep
278.79
di
279.38
ep
279.29
gb
279.51
ac dwy
280.64
clf 278.67
ep
279.27
clf
278.86
ep
278.45
ac dwy
277.43
gdw
277.96
gdw
277.41
gdw
278.52
clf
278.38
gdw
278.48
clf
278.09
gdw
277.79
gdw
277.27
fl
277.81
gdw
277.46
gdw

0.00 fig 12

0.00 JP

SECTION - DETAIL

MONUMENT, TYPE AS SHOWN

BENCH MARK
STREET BARRICADE (A-32)

WATER MAIN

SANITARY SEWER

STORM DRAIN

FENCE, TYPE AS SHOWN
DRIVEWAY APPROACH (A-8 & 9)

CURB AND GUTTER
DROP INLET (SD-4)
CURB INLET (SD-5)
SWALE

REVISION
W
GAS
(T)
(E)
(G)

TELEPHONE

ELECTRIC
(W)
(SS)
(SD)
DESCRIPTION (City Std Detail#)

CENTER LINE

PROPERTY LINE
LEGEND

PROPOSED EXISTING
SHEET NO.

BVC BEG. VERTICAL CURVE
MAX. MAXIMUM

PRIVATE STORM DRAIN EASEMENT

PUBLIC SERVICE EASEMENT

PROPERTY LINE

PULL BOX

REINFORCED CONCRETE PIPE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SIDEWALK

TEMPORARY BENCH MARK

TOP OF CURB

WATER METER

WATER VALVE

RIGHT OF WAY

STANDARD

POINT OF VERTICAL INTERSECTION

NATURAL GROUND

EP EDGE OF PAVEMENT SW

END VERTICAL CURVE

FIRE HYDRANT

FLOW LINE

GRADE BREAK

FINISH GRADE

FINISH FLOOR

END OF RETURN
GB
FH
FG
FL
EVC
(E) EX
FF
ER

EXISTING
WM
WV
TYP. TYPICAL
TC
TBM

END OF CURVE

DRIVEWAY

DUCTILE IRON PIPE

EXISTING GRADE

ELECTROLIER

DROP INLET

CLEAN OUT

CORRUGATED METAL PIPE

CENTERLINE OF DRIVEWAY

CENTERLINE

CURB INLET

CATCH BASIN

BACK OF SIDEWALK
CL D/W
DI
D.I.P.

EC
EG
ELCT
DWY
CMP
CO
CB
CI
BW
SSMH
STD.

SDMH
R/W
P.S.E.

P.S.D.E.

RCP
PVI
MIN.

PB
NG

MINIMUM

HIGH POINT

GATE VALVE

LOW POINT

JOINT POLE

ASPHALT CONCRETE

BEGINNING OF CURVE

BUILDING
BC
BLDG
ABBREVIATIONS:

AC
INV.

LP
JP
INVERT
GV
HP

X X X X X
SD
SS
CL PL
(A-31)

2.2% (2.1%)
D
15 SD (SD)

BFE BASE FLOOD ELEVATION
> >
E

STORM JUNCTION BOX
HANDICAP RAMP (A-1 & A-5)
North
SCALE: 1"=20'
010203040

L ICENSED LAND SURVEYO
HA
R

R I NDER S I NGLA

STATE OF CAL I FORN I A
No. 8347
1758
(sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd)
> > > SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD
SD
SD

SD SD SDSD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SDSD
SD
FF 279.35
Pad 278.52
FF 279.80
Pad 278.97 FF 280.20
Pad 279.37
FF 280.60
Pad 279.77
Cherryland Drive (private Street) McClellan Road
Bonny Drive (25') (10.5') (20') 20.5' 5' (5') (±8)'
(278.77) (279.26)
(279.54)
(279.77) (280.10)
(280.38)
(280.54)
(281.45) (281.68)
(277.20)
(276.38)
(276.04) (276.41)
Pad 279.77
FF 280.60
(0.20'+0.67')
FF=HP Swale +
10" Slab Section
(281)
(280)
(280)
(281)
(279)
(277)
(278)
(278)
(278)
(279) (280)
(280)
(279)
(279)
(277) (278)
(279)
(279)
(281)
(282)
(278)
280.16
tc
279.72
fl
279.76
lip
280.90
tc @ dwy
280.45
fl
280.51
lip
281.12
tc @ dwy
280.97
lip
280.92
fl
281.84
tc @ dwy
tc @ ci
281.38
fl
279.09
tc @ dwy
278.64
fl
278.68
lip
278.27
lip
278.14
lip 278.02
fl
278.59
tc@ci, Inv271.44
277.05
tc@ci, Inv272.75
277.38
tc bc
277.05
lip
276.95
pavers
277.10
276.96 lip
fl
276.96
lip
276.89
fl
276.71
277.17 fl
tc poc
276.72
lip
276.70
tc
276.23
fl
276.29
lip
276.61
tc
276.14
fl
276.20
lip
277.35
hcr
278.12
fl
278.16
lip
276.99
pavers
277.47
tc
277.48
tc
276.97
pavers
277.73
tc @ dwy
277.67
tc @ dwy
277.23
pavers
277.16
pavers 277.68
tc
277.75
tc
277.14
pavers
277.15
pavers
277.64
tc
277.66
tc @ end
277.66
brc
277.16
fl
277.16
lip
277.31
lip
277.72
brc
277.39
fl
277.44
fl
277.37
lip
277.79
brc
277.77
brc
277.82
tc
277.36
fl
277.36
lip 277.26
pavers
277.77
tc
277.12
pavers
277.75
tc
(20')
(30')
S1 S1 S2 S2
HP Fl278.25
TW279.00
TW278.10
FF 279.15
Pad 278.27
MOFG 278.43
Fl278.00
Fl278.00
Fl278.00
hp Fl278.25
Fl278.00
hp278.25
TW279.00
TW278.50
(278.51)
FF 279.43
Pad 278.60
Fl278.22 Fl278.22 HP Fl278.56
(279.04)
(6" Wall)
(7" Wall)
(12" Wall) TW279.00
(16" Wall)
(21" Wall) (21" Wall) (21" Wall)
(E)FF 279.20±
(E)Pad 277.20±
(E)FF 278.70±
(E)Pad 276.70±
(E)FF 279.37±
(E)Pad 277.37±
Lot 1 Lot 4 Lot 3 Lot 2 Lot 6 Lot 5
Tree
±6'
Min 6"-Max 21"
CMU Retaining Wall
@ Property Line
Max 21" CMU
Retaining Wall
@ Property Line
Typical
Bio-Retention Basin
Max. 9" Ponding Typ. Lot Swale Typ. Lot Swale
Typ. Lot Swale
Typ Roof Leader
Splash Block -1.4%Bio-Soil Top Elev 276.90
TW277.75
Fl278.00
Fl277.14
HP Fl278.47
Fl277.58
HP Fl278.92
Fl277.93
HP Fl279.32
HP Fl279.72
Fl278.40
(E) CI
to be Replaced
with a Manhole
RIM 279.44
CI
Grate 278.77
INV 274.29, 15"∅Out
SDMH
RIM 278.13
With 3"Ø Orifice Plate on 10"Ø Pipe
INV 273.34, 10"∅In
INV 273.01, 15"∅In
INV 271.44, 15"∅In
INV 271.44, 15"∅Out
(E) CI
RIM 276.55
INV 272.75, 15"∅Out
CI
Grate 276.54
INV 272.47, 12"∅Out
(E)SDMH
RIM 278.46
INV 271.00, 15"∅In
INV 267.16, 30"∅Out
30' - 15"Ø RCP @ S=4.31%
(E) 15"Ø SD @ S=2.61%
(E) 15"Ø SD @ S=1.47%
TW278.10
Overflow
Overflow
Overflow Overflow Overflow Overflow
190'-24"Ø Perforated HDPE
wrapped in 12" drain rock
Total Vol = 1,698cf
Bio-Soil Top Elev 276.39 Bio-Soil Top Elev 276.39 Bio-Soil Top Elev 277.18 Bio-Soil Top Elev 277.65 Grate 278.05
Inv276.05±
Grate 277.75±
Inv276.65±
Grate 277.05
Inv275.85±
52' - 10"Ø C900@ S=0.50%
105' - 10"Ø C900@ S=0.38%
SDMH
Rim 276.93
Inv 274.00', 10" Ø (In)
Inv 269.26', 24" Ø (Out)
4' - 12"Ø HDP@ S=11.72%
CI
Rim 276.72
Inv 272.70', 12" Ø (Out)
SDMH
Rim 276.83
Inv 269.26', 24" Ø (In)
Inv 272.30', 12" Ø (In)
Inv 273.60', 10" Ø (Out)
-0.25%
-1.25%
LPTc277.04 HPTc277.44 Tc277.29 GbTc277.70
GbTc276.96
PRC GbTc277.08
Tc277.38
-0.25%
GbTc278.93 -3.1% -4.3%
-0.25% 0.67%
(E)Fl278.64 -1.65% -2.17%
Conform (e)2.1% 3.56%
GbTc277.42
LPTc277.23
GbTc277.00
-0.25%
4'P.S.D.E. 4'P.S.D.E.

Bio-Soil Top
Elev 277.25 S3 S3
12"DI
Rim 277.00
Inv 274.40', 10" Ø (Out)
PL-4 PL-1
PL-5
PL-6
PL-3 PL-2
ADU
ADU
ADU

ADU ADU ADU
PROFILE: Grading Section S1
SCALE H: 1"=20' SCALE V: 1"=5'
277
278
279
280
281
282
277
278
279
280
281
282
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+32
Pad278.27 Pad278.60 Pad278.52 Pad278.97 Pad279.37 Pad279.77 McClellan Road
(30' R/W)
(E)Pad279.0±Exterior Boundary Avg. 12" High
(Max 21")
CMU Retaining Wall
@ Property Line
Lot 6
Lot 5 Lot 4
Lot 3
Lot 2
Lot 1
Typical Bulkhead Retainer
at the bottom of Fence
as needed
@ Property Line
PROFILE: Grading Section S2
SCALE H: 1"=20' SCALE V: 1"=5'
275
276
277
278
279
280
281
275
276
277
278
279
280
281
0+50 1+00 1+50 2+00 2+09
Cherryland Drive
(Private Street)
Pad278.97
Parcel B
APN359-20-043
(E)FF 279.2±
(E)Pad 277.2±
Max. 2:1 Slope
with 12" Overbuild
Lot 3
FF279.43 Exterior Boundary
PROFILE: Garding Section S3
SCALE H: 1"=20' SCALE V: 1"=5'
275
276
277
278
279
280
275
276
277
278
279
280
0+50 1+00 1+50 1+77
Tw278.35
Pad278.52
Lot 6
FF279.35
Max. 2:1 Slope
with 12" Overbuild Exterior Boundary Exterior Boundary Parcel C APN359-20-044
(E)FF 278.7±
(E)Pad 276.7±
Avg. 12" High
(Max 24")
CMU Retaining Wall
@ Property Line
Permeable Paver Street &
Onsite Driveway
Grasscrete Onsite Parking Space
PCC Sidewalk
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C3-Prelim Grading & Drainage Plan.dwg - 9/6/2022 8:12 AM - Plotted 9/6/2022 8:13 AM by Harinder Singla JOB NO.

OF 16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO Existing; 221047 LO New; 221047-Hatch; 221047 Arch 4-11-22 SHEET
221047
C3
5Preliminary Grading & Drainage Plan 20860 McClellan Road Sept 2022 1"=20' MF HS

HAR I NDER S I NGLA

STATE OF CAL I FORN I A
C49717

REGISTERED PROFESSIONAL ENGINE
ER ±13' 14.5'
North
SCALE: 1"=20'
010203040

1.5-3.5%
Street Section-Cherryland Drive Widening
Curb & Gutter or full depth
Vertical Curb & Sidewalk
as shown on plan
CL
(±8')

20.5'
(10.5')

1.0-2.5% 1.0-2.5%
(5')
(20')

14.5'
3"
5"PUE & LE
Hardscape Legend: 20'
1759
(sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd)
> > > SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD
SD
SD

SD SD SDSD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SDSD
SD
Cherryland Drive (private Street) McClellan Road
Bonny Drive (25') (20') 20.5'
Building Setback Building Setback Building Setback
Typical
Bio-Retention Basin
Max. 9" Ponding Typ. Lot Swale Typ. Lot Swale
Typ. Lot Swale
tc @ ci
(20')
(30')
Typ Roof Leader
Splash Block
WS277.65 12.34' 10' 18' 10'

16.5'

38.5' 10'

16.5' 10'

16.5'
WS278.00
WS277.14
WS277.58
WS277.93 WS278.40
Overflow
Overflow
Overflow Overflow Overflow
Bio-Soil Top Elev 276.90 5'
Bio-Soil Top Elev 276.39 Bio-Soil Top Elev 276.39 Bio-Soil Top Elev 277.18 Bio-Soil Top Elev 277.65 Bio-Soil Top Elev 277.25
SCM-6
SCM-5
SCM-4
SCM-3 SCM-2
SCM-1
6,879sf 8,051sf 6,972 sf 6,975 sf DMA-6 7,751sf
Lot 3 Lot 2 Lot 1 Lot 5 Lot 4 Lot 6
8,630sf
DMA-5 DMA-4 DMA-3 DMA-2 DMA-1
DMA-7
Lot 7
4,987sf
190'-24"Ø Perforated HDPE
wrapped in 12" drain rock
Total Vol = 1,698cf

17.5'
10' 8.5'
PL-4 PL-1
PL-5
PL-6
PL-3 PL-2
ADU
ADU
ADU

ADU ADU ADU
Permeable Paver Street &
Onsite Driveway
Grasscrete Onsite Parking Space
PCC Sidewalk
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C4-Prelim StormWater Management Plan.dwg - 9/6/2022 8:18 AM - Plotted 9/6/2022 8:18 AM by Harinder Singla JOB NO.

OF 16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO Existing; 221047 LO New; 221047-Hatch; 221047 Arch 4-11-22 SHEET
221047
C4
5Prelim StormWater Management Plan 20860 McClellan Road Septl 2022 1"=20' MF HS

HAR I NDER S I NGLA

STATE OF CAL I FORN I A
C49717

REGISTERED PROFESSIONAL ENGINE
ER
Vegetation per Landscape Plans)
Engineered Bio-soil
Planting Media
Class 2 drain rock Ponding Depth (Max. 9")
Natural/Uncompacted
Subgrade
Scale: None
Typical Bio-Retention Basin Detail
Length Varies (see plan)
3" Mulch
Layer 18"Min.

North
SCALE: 1"=20'
010203040 24"Min. Typical
Planter/Retaining Curb
Enclosure 12" 3"Freeboard Typ.
36"
Overflow Weir
Bio-Soil Level 9"ponding
Scale: None
Typical Downstream Elevation
Width Varies (See Plan) 3"Freeboard Typ.

Note: Bottom of basin on lot 6 (TA-6) will be
paved with impervious slab (6"PCC on
compacted sub-grade). A 6"Ø hole shall be
drilled through the slab to allow percolation.

3.25" Vehicular
rated pavers
Scarify and compact
upper 12" of soil to 90%
relative maximum density
3/4" Clean crushed rock or
class II permeable base rock
wrapped in filter fabric
ASTM No. 8 bedding
course & paver filler
Typical Permeable Paver Section
Tensar BX100
Biaxial Geogrid min.12" min.12
Not to Scale
Scale: None
Typical Inflow Pipe
size, slope & invert per
Plan Level Bottom
AASHTO M288 Class 2
Non-Woven Geotextile or
equal, Sides & Top only
3/4" Clean
Drain Rock
Level Top
(Std. Backfill per geotech)
Min. 48"
Finish Grade Above
Install Std. Manhole Frame &
Grate/Cover as called out on Plan
48" Ø (typ) maintenance
manhole/inlet as shown on
Plan
12"
12" Typ
12" Typ
Typical Detail-'HDPE' Perforated Pipe Storage Manifold
12"
Outflow Pipe size,
slope & invert per Plan
Hardscape Legend:
1760

JT JT JT JT

JT JT JT JT JT JT JT JT JT JT JT JT SSSSSSSSSSSS W W W W W W CO CO CO COCO CO CO E E E E E E SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD
SD

SD SD SDSD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SDSD SD (sd) (ss)
(ss) (ss) (ss) (ss) (ss) (ss) (ss) (fh)
(w) (w) (w) (w) (w) (w) (w) (w) (w)
(w)
(w)
(w) (w) (w) (w) (w) (w) (w) (w) (ss) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (sd) (ss) (ss) (ss) (ss) (ss) (w) (w) (w) (ss) (ss) (ss) (sd) JT JT JT JT JT JT JT JT JT JT JT > > >
(E) 8" Sewer
(E) 6" Water (E) 24" Storm(E) 10" Sewer (E) 8" Water
Cherryland Drive (private Street) McClellan Road
Bonny Drive
Lot 1 Lot 5 Lot 4 Lot 3 Lot 2
Lot 6
Utility Improvement Notes
City Standard 4"Ø Sewer Lateral City Standard 1"Ø Water Service Standard Electrical Service
Existing Private Street Light
Existing Fire Hydrant
Proposed Private Street Light if Necessary
Remove Existing Service Pole & Overhead to the House
Relocate Existing Joint Pole behind new Curb & Gutter at a location approved by the City 1 1 1 1 1 1 2 2 2 2 2
Appx Loaction
(E) Joint Trench
Appx Location
Proposed
Joint Trench 3 3 3 3 3 3 5 4 4 6 6 7 8 12354687
PL-4 PL-1
PL-5
PL-6
PL-3 PL-2
ADU
ADU
ADU
ADU ADU ADU 4'P.S.D.E. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2 3 4 5 6 7 8 9 10 11
12 13
14 15
16 17
18 19
20 21
22 23 0 L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\221047 C5-Prelim Utility Plan.dwg - 9/6/2022 8:19 AM - Plotted 9/6/2022 8:19 AM by Harinder Singla JOB NO.

OF 16075 Vineyard Boulevard Morgan Hill, CA 95037 DATE: SCALE: DRAWN BY: CHECKED BY: Xrefs: 221047 LO New; 221047 LO Existing; 221047-Hatch; 221047 Arch 4-11-22 SHEET
221047
C55Preliminary Utility Plan 20860 McClellan Road Sept 2022 1"=20' MF HS HAR I NDER S I NGLA STATE OF CAL I FORN I A C49717 REGISTERED PROFESSIONAL ENGINEER
1761
(fh)
LOT 2 40'
Existing No Parking
(Painted Red Curb)
at Fire Hydrant
Proposed No Parking
(Painted Red Curb)
Widened Side of the
Cul-de-sac Proposed 6 Parking
Spaces along
Widened Side of the
Street
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2
3 4
5 6
7 8
9 10
0 SCALE:

L:\Projects\Harry\221047-Alok Ventures, LLC, McClennan Road, Cupertino\DWG\2210047 AutoTurn.dwg - 8/9/2021 2:16 PM - Plotted 8/9/2021 2:17 PM by Harinder Singla SHEET
DRAWN BY: of
JOB #:

DATE: 16075 VINEYARD BOULEVARD MORGAN HILL, CA 95037
Xrefs: 221047 LO New; 221047 LO Existing; 221082 Arch 7-02-21 1 1
221047
Aug 2021
1" = 40'
KW
North 102030405060
SCALE: 1"=30'
0 Exhibit "Fire Truck Turnaround-AutoTurn" Cherryland Drive 20860 McClellan Road, Cupertino 1762
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1763

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of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY BOTANICAL NAME COMMON NAME
L 1 Lomandra Platinum
DV Dietes irridioides
SHRUBS
1 WUCOLSRATING
LOWLOW
SIZE

GALLONS

SPACING
4' - 6'
3' - 6'
Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board -
- Plant quantities are for planning purposes only.

N - 1 3' - 6' LOW Nandina Gulf StreamLC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one Heavenly Bamboo
1 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner
2 Front yard walkway - Concrete or pavers, pattern and color to beselected by owner. 3 Paving for side yard walkways natural gray color concrete.with no color added and score joints or conc. interlocking pavers as selected by owner. 4 Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used. Use concrete steps, color to go well with pavers if pavers used. 5 Existing fence - Repair and or replace as needed6 Install new 3 foot wide gates with galv. hardware7 Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. 8' OC89
10 Min. 2 feet wide landscape strip for drainage swale along sides of property
11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and 2x4 redwood header - gravel to be selected by owner
12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and shouldbe a contrasting color and or pattern that goes well with the rest of the driveway and matches the front walk paving if possible in pattern and color.

GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7'

GROUND COVERS
MC - 5 5' - 8' LOW Myrtus communis
Contractor to install all plants shown on plan and verify plant count.

SR - 1 3' - 6' LOW Salvia Lipstick

PRIVACY SCREENING SHRUBS
LN - 15 10' max LOW Laurus nobilis
Min. height of installed screen shrubs is 6 feet when planted Grecian Laurel
Red Salvia
LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana Myrtle
Fortnight Lily
SL - 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage Order from nursery a long time in advance to be sure you can get them minimum height required

STREET TREE
PC
3 24" box LOW Pistacia chinensis
Min. height of installed replacement tree is 6 feet when planted Chinese Pistache
Order from nursery a long time in advance to be sure you can get them minimum height required LP - 1 3' - 6' LOW Limonium perezii Sea Statice
LB - 1 4' - 6' LOW Lomandra Breeze
Ask owner if he wants to increase any of the installed plant sizes PG - 15 10' max MED Podocarpus gracilior Fern Pine

FRONT YARD AND ADDITIONAL TREES
LI
7 24" box LOW Lagerstroemia Tuscarora Crape Myrtle
PC
3 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache BF - 1 4' - 6' LOW Bulbine frutescens
C - 1 3' LOW Chondropetalum tectorum Small Cape RushJ - 1 3' LOW Juncus patens Elk Blue CA Gray RushLW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana Min. height of installed front yard and street trees is 8 feet when plantedOrder from nursery a long time in advance to be sure you can get them minimum height required 1764

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#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1765

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#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1766

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JT
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JT

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SD

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SD
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SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

PRIVACY SCREENING SHRUBS
LN 4 15 10' max LOW Laurus nobilis
Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal.

Grecian Laurel
Order from nursery a long time in advance to be sure you can PG 5 15 10' max MED Podocarpus gracilior Fern Pine

KEY QTY WUCOLS BOTANICAL NAME COMMON NAME RATING SIZE GALLONSSPACING get them minimum height required
1767

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of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Irrigation Notes
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for the efficient use of water in the landscape design plan" Gregory Lewis - Landscape Architect Lic. #2176 6/23/22
1768

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#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Lot 1
IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% (front property line is more than 60 feet)
TOTAL AREA IN FRONT YARD SETBACK = 1330 sf
All paving in fysb is pervious (permeable) so it is not an issue There is 0% impervious paving in the front yard setback 1769
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1770
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1771
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1772

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SS SS SS SS SS SS

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SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY BOTANICAL NAME COMMON NAME
L 1 Lomandra Platinum
DV Dietes irridioidesSHRUBS
1 WUCOLSRATING
LOWLOW
SIZE

GALLONS

SPACING
4' - 6'
3' - 6'
Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board -
- Plant quantities are for planning purposes only.

N - 1 3' - 6' LOW Nandina Gulf StreamLC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one Heavenly Bamboo
1 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner
2 Front yard walkway - Concrete or pavers, pattern and color to beselected by owner. 3 Paving for side yard walkways natural gray color concrete.with no coloradded and score joints or conc. interlocking pavers as selected by owner. 4 Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used. Use concrete steps, color to go well with pavers if pavers used. 5 Existing fence - Repair and or replace as needed6 Install new 3 foot wide gates with galv. hardware7 Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. 8' OC89
10 Min. 2 feet wide landscape strip for drainage swale along sides of property
11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and 2x4 redwood header - gravel to be selected by owner
12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and shouldbe a contrasting color and or pattern that goes well with the rest of the driveway and matches the front walk paving if possible in pattern and color.

GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7'

GROUND COVERS
MC - 5 5' - 8' LOW Myrtus communis
Contractor to install all plants shown on plan and verify plant count.

SR - 1 3' - 6' LOW Salvia Lipstick

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1774

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SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD

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SD SD SD SD SD SD SD SD
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#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1775

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SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD

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SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

PRIVACY SCREENING SHRUBS
Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal.Order from nursery a long time in advance to be sure you can PG 4 15 10' max MED Podocarpus gracilior Fern Pine

KEY QTY WUCOLS BOTANICAL NAME COMMON NAME RATING SIZE GALLONSSPACING get them minimum height required
LN 5 15 10' max LOW Laurus nobilis Grecian Laurel
1776

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

PRIVACY SCREENING SHRUBS
Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal.Order from nursery a long time in advance to be sure you can PG - 15 10' max MED Podocarpus gracilior Fern Pine

KEY QTY WUCOLS BOTANICAL NAME COMMON NAME RATING SIZE GALLONSSPACING get them minimum height required
1777

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Irrigation Notes
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for the efficient use of water in the irrigation design plan" Gregory Lewis - Landscape Architect Lic. #2176 6/23/22
1778

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Lot 2
IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% (front property line is more than 60 feet)
TOTAL AREA IN FRONT YARD SETBACK = 1200 SF
All paving in fysb is pervious (permeable)
There is 0% impervious paving in the front yard setback 1779
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1780
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1781
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1782

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY BOTANICAL NAME COMMON NAME
L 1 Lomandra Platinum
DV Dietes irridioidesSHRUBS
1 WUCOLSRATING
LOWLOW
SIZE

GALLONS

SPACING
4' - 6'
3' - 6'
Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board -
- Plant quantities are for planning purposes only.

N - 1 3' - 6' LOW Nandina Gulf StreamLC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one Heavenly Bamboo
1 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner
2 Front yard walkway - Concrete or pavers, pattern and color to beselected by owner. 3 Paving for side yard walkways natural gray color concrete.with no coloradded and score joints or conc. interlocking pavers as selected by owner. 4 Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used. Use concrete steps, color to go well with pavers if pavers used. 5 Existing fence - Repair and or replace as needed6 Install new 3 foot wide gates with galv. hardware7 Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. 8' OC89
10 Min. 2 feet wide landscape strip for drainage swale along sides of property
11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and 2x4 redwood header - gravel to be selected by owner
12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and shouldbe a contrasting color and or pattern that goes well with the rest of the driveway and matches the front walk paving if possible in pattern and color.

GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7'

GROUND COVERS
MC - 5 5' - 8' LOW Myrtus communis
Contractor to install all plants shown on plan and verify plant count.

SR - 1 3' - 6' LOW Salvia Lipstick

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1784

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY WUCOLS BOTANICAL NAME COMMON NAME RATING SIZE GALLONSSPACING get them minimum height required
LN 5 15 10' max LOW Laurus nobilis Grecian Laurel
1785

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Irrigation Notes
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for the efficient use of water in the landscape design plan" Gregory Lewis - Landscape Architect Lic. #2176 6/23/22
1786

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Lot 3
IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% (front property line is more than 60 feet)
TOTAL AREA IN FRONT YARD SETBACK = 1200 SF
All paving in fysb is pervious (permeable)
There is 0% impervious paving in the front yard setback 1787
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1788
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1789
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1790
JT
JT
JT
JT
JT

JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY BOTANICAL NAME COMMON NAME
L 1 Lomandra Platinum
DV Dietes irridioidesSHRUBS
1 WUCOLSRATING
LOWLOW
SIZE

GALLONS

SPACING
4' - 6'
3' - 6'
Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board -
- Plant quantities are for planning purposes only.

N - 1 3' - 6' LOW Nandina Gulf StreamLC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one Heavenly Bamboo
1 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner
2 Front yard walkway - Concrete or pavers, pattern and color to beselected by owner. 3 Paving for side yard walkways natural gray color concrete.with no coloradded and score joints or conc. interlocking pavers as selected by owner. 4 Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used. Use concrete steps, color to go well with pavers if pavers used. 5 Existing fence - Repair and or replace as needed6 Install new 3 foot wide gates with galv. hardware7 Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. 8' OC89
10 Min. 2 feet wide landscape strip for drainage swale along sides of property
11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and 2x4 redwood header - gravel to be selected by owner
12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and shouldbe a contrasting color and or pattern that goes well with the rest of the driveway and matches the front walk paving if possible in pattern and color.

GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x7'

GROUND COVERS
MC - 5 5' - 8' LOW Myrtus communis
Contractor to install all plants shown on plan and verify plant count.

SR - 1 3' - 6' LOW Salvia Lipstick

STREET TREE
PC - 24" box LOW Pistacia chinensis
Min. height of installed replacement tree is 6 feet when planted Chinese Pistache
Order from nursery a long time in advance to be sure you can get them minimum height required LP - 1 3' - 6' LOW Limonium perezii Sea Statice
LB - 1 4' - 6' LOW Lomandra Breeze
Ask owner if he wants to increase any of the installed plant sizes PG - 15 10' max MED Podocarpus gracilior Fern Pine

FRONT YARD AND ADDITIONAL TREES
LI - 24" box LOW Lagerstroemia Tuscarora Crape MyrtlePC - 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache BF - 1 4' - 6' LOW Bulbine frutescens
C - 1 3' LOW Chondropetalum tectorum Small Cape RushJ - 1 3' LOW Juncus patens Elk Blue CA Gray RushLW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana Min. height of installed front yard and street trees is 6 feet when plantedOrder from nursery a long time in advance to be sure you can get them minimum height required "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for the efficient use of water in the landscape design plan" Gregory Lewis - Landscape Architect Lic. #2176 6/23/22
1791
JT
JT
JT
JT
JT

JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1792
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JT
JT
JT

JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY WUCOLS BOTANICAL NAME COMMON NAME RATING SIZE GALLONSSPACING get them minimum height required
LN 5 15 10' max LOW Laurus nobilis Grecian Laurel
1793
JT
JT
JT
JT
JT

JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD
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#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Irrigation Notes
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for the efficient use of water in the landscape design plan" Gregory Lewis - Landscape Architect Lic. #2176 6/23/22
1794
JT
JT
JT
JT
JT

JT JT JT JT JT JT JT JT JT JT JT JT

SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD
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#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Lot 4
IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% (front property line is more than 60 feet)
TOTAL AREA IN FRONT YARD SETBACK = 1260 SF
All paving in fysb is pervious (permeable)
There is 0% impervious paving in the front yard setback 1795
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1796
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1797
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1798
JT
JT
JT
JT
JT
JT
JT
JT
JT

JT JT JT
JT
JT
JT
JT
SS
SS
SS
SS
SS

SS SS SS

SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD
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#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY BOTANICAL NAME COMMON NAME
L 1 Lomandra Platinum
DV Dietes irridioidesSHRUBS
1 WUCOLSRATING
LOWLOW
SIZE

GALLONS

SPACING
4' - 6'
3' - 6'
Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board -
- Plant quantities are for planning purposes only.

N - 1 3' - 6' LOW Nandina Gulf StreamLC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one Heavenly Bamboo
1 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner
2 Front yard walkway - Concrete or pavers, pattern and color to beselected by owner. 3 Paving for side yard walkways natural gray color concrete.with no coloradded and score joints or conc. interlocking pavers as selected by owner. 4 Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used. Use concrete steps, color to go well with pavers if pavers used. 5 Existing fence - Repair and or replace as needed6 Install new 3 foot wide gates with galv. hardware7 Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. 8' OC89
10 Min. 2 feet wide landscape strip for drainage swale along sides of property
11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and 2x4 redwood header - gravel to be selected by owner
12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and shouldbe a contrasting color and or pattern that goes well with the rest of the driveway and matches the front walk paving if possible in pattern and color.

GARB Concrete or paver pad for Garbage and Recycle Bins min. 2' x 6'

GROUND COVERS
MC - 5 5' - 8' LOW Myrtus communis
Contractor to install all plants shown on plan and verify plant count.

SR - 1 3' - 6' LOW Salvia Lipstick

PRIVACY SCREENING SHRUBS
LN
8 15 10' max LOW Laurus nobilis
Min. height of installed screen shrubs is 6 feet when planted Grecian Laurel
Red Salvia
LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana Myrtle
Fortnight Lily
SL - 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage Order from nursery a long time in advance to be sure you can get them minimum height required

JT JT JT
JT
JT
JT
JT
SS
SS
SS
SS
SS

SS SS SS

SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1800
JT
JT
JT
JT
JT
JT
JT
JT
JT

JT JT JT JT
JT
JT
JT
SS
SS
SS
SS
SS

SS SS SS

SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

PRIVACY SCREENING SHRUBS
Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal.Order from nursery a long time in advance to be sure you can PG 3 15 10' max MED Podocarpus gracilior Fern Pine

KEY QTY WUCOLS BOTANICAL NAME COMMON NAME RATING SIZE GALLONSSPACING get them minimum height required
LN 8 15 10' max LOW Laurus nobilis Grecian Laurel
1801
JT
JT
JT
JT
JT
JT
JT
JT
JT

JT JT JT JT
JT
JT
JT
SS
SS
SS
SS
SS

SS SS SS

SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
Irrigation Notes
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for the efficient use of water in the irrigation design plan" Gregory Lewis - Landscape Architect Lic. #2176 6/23/22
1802
JT
JT
JT
JT
JT
JT
JT
JT
JT

JT JT JT
JT
JT
JT
JT
SS
SS
SS
SS
SS

SS SS SS

SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected] Lot 5 IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% (front property line is more than 60 feet) TOTAL AREA IN FRONT YARD SETBACK = 1178 SF All paving in fysb is pervious (permeable) There is 0% impervious paving in the front yard setback 1803
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1804
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1805
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]
1806
JT
JT
JT
JT
JT
JT
JT
JT
SS
SS
SS
SS
SS

SS SS SS

SD SD SD SD SD SD SD SD SD SD

SD SD SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD
of
#2176 GREGORY LEWIS LANDSCAPE ARCHITECT
736 Park Way Santa Cruz, CA 95065 (831) 359-0960
[email protected]

KEY QTY BOTANICAL NAME COMMON NAME
L 1 Lomandra Platinum
DV Dietes irridioidesSHRUBS
1 WUCOLSRATING
LOWLOW
SIZE

GALLONS

SPACING
4' - 6'
3' - 6'
Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board -
- Plant quantities are for planning purposes only.

N - 1 3' - 6' LOW Nandina Gulf StreamLC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one Heavenly Bamboo
1 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner
2 Front yard walkway - Concrete or pavers, pattern and color to be selected by owner.3 Paving for side yard walkways natural gray color concrete.with no coloradded and score joints or conc. interlocking pavers as selected by owner. 4 Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used. Use concrete steps, color to go well with pavers if pavers used. 5 Existing fence - Repair and or replace as needed6 Install new 3 foot wide gates with galv. hardware 7 Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max.8' OC89 10 Min. 2 feet wide landscape strip for drainage swale along sides of property
11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and 2x4 redwood header - gravel to be selected by owner
12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and shouldbe a contrasting color and or pattern that goes well with the rest of the driveway and matches the front walk paving if possible in pattern andcolor.

Cupertino City CouncilOctober 18, 2022

Cupertino City Council
October 18, 2022