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SERVICE PROVIDER AGREEMENT
This
SERVICE PROVIDER AGREEMENT (“Agreement”) is entered into this ___ day of _________, 2025 (“Effective Date”), by and between the CITY OF ALAMEDA, a municipal corporation ( “the City”), and Schaaf & Wheeler, Consulting Civil Engineers , a California corporation, whose address is 870 Market Street, Suite 1278, San Francisco, CA 94102 (“Provider” or “Contractor”), in reference to the following facts and circumstances:
RECITALS
A. The City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of the City.
B. The City is in need of the following services: on-call Civil Engineering services. City staff issued an RFP/RFQ on March 17, 2025 and after a submittal period of 22 days received 12 of timely
submitted proposals. Staff reviewed the proposals and selected the service provider that best meets the City’s needs.
C. Provider is trained, experienced and competent to perform the services which will be required by this Agreement.
D. Whereas, the City Council authorized the City Manager to execute this agreement on June
17, 2025.
E. Th
e City and Provider desire to enter into an agreement for on-c all Civil Engineering services, upon the terms and conditions herein.
AGRE
EMENT
NOW,
THEREFORE, in consideration of the forgoing, which are incorporated herein by reference, and for good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the City and Provider agree as follows:
1. TERM:
The term of this Agreement shall commence on the 1st day of July 2025, and shall terminate on the 1st day of July 2030, unless terminated earlier as set forth herein.
2. SERVICES TO BE PERFORMED:
Provider agrees to do all necessary work at its own cost and expense, to furnish all labor, tools, equipment, materials, except as otherwise specified, and to do all necessary work included in Exhibit A as requested. Provider acknowledges that the work plan included in Exhibit A is tentative and does not commit the City to request Provider to perform all tasks included therein.
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3. COMPENSATION TO PROVIDER:
a. By the 7th day of each month, Provider shall submit to the City an invoice for the total amount of work done the previous month. Pricing and accounting of charges are to be according to the fee schedule as set forth in Exhibit B and incorporated herein by this reference.
Extra work must be approved in writing by the City Manager or their designee prior to performance and shall be paid on a Time and Material basis as set forth in Exhibit B.
The total five-year compensation for this Agreement shall not exceed $750,000.
4. TIME IS OF THE ESSENCE:
Provider and the City agree that time is of the essence regarding the performance of this Agreement.
5. STANDARD OF CARE:
Provider shall perform all services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Provider represents that it is skilled in the professional calling necessary to perform all services contracted for in this Agreement . Provider further represents that all of its employees and subcontractors shall have sufficient skill and experience to perform the duties assigned to them pursuant to and in furtherance this Agreement.
Provider further represents that it (and its employees and subcontractors) have all licenses, permits, qualifications, and approvals of whatever nature that are legally required to perform the services (including a City Business License , as needed ); and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Provider shall perform (at its own cost and expense and without reimbursement from the City) any services necessary to correct errors or omissions which are caused by Provider’s failure to comply with the standard of care provided for herein. Any employee of the Provider or its sub-providers who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of any services under this Agreement, or a threat to the safety of persons or property (or any employee who fails or refuses to perform the services in a manner acceptable to the City) shall be promptly removed by the Provider and shall not be re-employed to perform any further services under this Agreement.
6. INDEPENDENT PARTIES:
Provider hereby declares that Provider is engaged as an independent business and Provider agrees to perform the services as an independent contractor. The manner and means of conducting the services and tasks are under the control of Provider except to the extent they are limited by statute, rule or regulation and the express terms of this Agreement. No civil service status or other right of employment will be acquired by virtue of Provider ’s services. None of the benefits provided by the City to its employees, including but not limited to unemployment insurance, workers’ compensation plans, vacation and sick leave, are available from the City to Provider, its employees or agents. Deductions shall not be made for any state or federal taxes, FICA payments, PERS payments, or other purposes normally associated with an employer -employee relationship from any compensation due to Provider. Payments of the above items, if required, are the responsibility of Provider. Any personnel performing the services under this Agreement on behalf Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
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of Provider shall also not be employees of City and shall at all times be under Provider’s exclusive direction and control.
7. IMMIGRATION REFORM AND CONTROL ACT (IRCA):
Provider assumes any and all responsibility for verifying the identity and employment authorization of all of its employees performing work hereunder, pursuant to all applicable IRCA or other federal, or state rules and regulations. Provider shall indemnify, defend, and hold the City harmless from and against any loss, damage, liability, costs or expenses arising from any noncompliance of this provision by Provider.
8. NON-DISCRIMINATION:
Consistent with the City’s policy and state and federal law that harassment and discrimination are unacceptable conduct, Provider and its employees, contractors, and agents shall not harass or discriminate against any job applicant, City employee, or any other person on the basis of any kind of any statutorily (federal, state or local) protected class, including but not limited to: race, religious creed, color, national origin, ancestry, disability (both mental and physical) including HIV and AIDS, medical condition (e.g. cancer), genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, pregnancy, political affiliation, military and veteran status or legitimate union activities . Such non- discrimination shall include but not be limited to all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, or termination. Provider agrees that any violation of this provision shall constitute a material breach of this Agreement.
9. HOLD HARMLESS:
a. To the fullest extent permitted by law, Provider shall indemnify, defend (with counsel acceptable to the City) and hold harmless the City, its City Council, boards, commissions, officials, employees, agents and volunteers (“Indemnitees”) from and against any and all loss, damages, liability, obligations, claims, suits, judgments, costs and expenses whatsoever, including reasonable attorney ’s fees and costs of litigation (“Claims”), arising from or in any manner connected to Provider’s performance of its obl igations under this A greement or out of the operations conducted by Provider even if the City is found to have been negligent. If the Claims filed against Indemnitees alleg e negligence, recklessness or willful misconduct on the part of Provider, Provider shall have no right of reimbursement against Indemnitees for the costs of defense even if negligence, recklessness or willful misconduct is not found on the part of Provider.
Provider shall not have any obligations to indemnify Indemnitees if the loss or damage is found to have resulted solely from the negligence or the willful misconduct of the City. The defense and indemnification obligations of this Agreement are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Agreement. b. As to Claims for professional liability only, Provider’s obligation to defend Indemnitees (as set forth above) is limited as provided in California Civil Code Section 2782.8. c. Provider’s obligation to indemnify, defend and hold harmless Indemnit ees shall expressly survive the expiration or early termination of this Agreement.
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employees, agents, and volunteers is required. The Additional Insured Endorsement shall include primary and non-contributory coverage at least as broad as the CG 2010.
(3) Automotive:
Comprehensive automobile liability coverage (any auto) in the following minimum limits:
Bodily injury: $1,000,000 each occurrence
Property Damage: $1,000,000 each occurrence
or
Combined Single Limit: $2,000,000 each occurrence
Additional Insured Endorsement naming the City, its City Council, boards, commissions, officials, employees, agents, and volunteers is required. (4
) Professional Liability:
Professional liability insurance which includes coverage appropriate for the professional acts, errors and omissions of Provider’s profession and work hereunder, including, but not limited to, technology professional liability errors and omissions if the s ervices being provided are technology-based, in the following minimum limits:
$2,000,000 each claim
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As to commercial general liability and automobile liability insurance, such insurance will provide that it constitutes primary insurance with respect to claims insured by such policy, and, except with respect to limits, that insurance applies separately to each insured against whom claim is made or suit is brought. Such insurance is not additional to or contributing with any other insurance carried by or for the benefit of the City.
c. S
UBROGATION WAIVER:
Provider hereby agrees to waive rights of subrogation that any insurer of Provider may acquire from Provider by virtue of the payment of any loss. Provider agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by Provider, its employees, agents and subcontractors.
d. FAILURE TO SECURE:
If Provider at any time during the term hereof should fail to secure or maintain the foregoing insurance, the City shall be permitted to obtain such insurance in Provider’s name or as an agent of Provider and shall be compensated by Provider for the costs of the insurance premiums at the maximum rate permitted by law and computed from the date written notice is received that the premiums have not been paid.
e. ADDITIONAL INSUREDS:
The City, its City Council, boards, commissions, officials, employees, agents, and volunteers shall be named as additional insured(s) under all insurance coverages, except workers’ compensation and professional liability insurance. The naming of an additional insured shall not affect any recovery to which such additional insured would be entitled under this policy if not named as such additional insured. An additional insured named herein shall not be held liable for any premium, deductible portion of any loss, or expense of any nature on this policy or any extension thereof. Any other insurance held by an additional insured shall not be required to contribute anything toward any loss or expense covered by the insurance provided by this policy.
Additional Insured coverage under Provider’s policy shall be primary and non- contributory and will not seek contribution from the City’s insurance or self -insurance. Any available insurance proceeds broader than or in excess of the specified minimum insurance cove rage requirements and/or limits shall be available to the additional insured(s). f. SUFFICIENCY OF INSURANCE:
The insurance limits required by the City are not represented as being sufficient to protect Provider. Provider is advised to consult Provider ’s insurance broker to determine adequate coverage for Provider. The coverage and limits shall be (1) the minimum coverage and limits specified in this Agreement; or (2) the broader coverage and maximum limits of the coverage carried by or available to Provider; whichever is greater. g. EXCESS OR UMBRELLA LIABILITY:
If any Excess or Umbrella Liability policies are used to meet the limits of liability required by this Agreement, then said policies shall be true “following form” of the underlying policy Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
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coverage, terms, conditions, and provisions and shall meet all of the insurance requirements stated in this Agreement, including but not limited to, the additional insured, SIR, and primary insurance requirements stated therein. No insurance policies maintained by the indemnified parties or Additional Insureds, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until all the primary and excess liability policies carried by or available to the Provider are exhausted. If a Provider is using an Excess Liability policy to supplement any insurance coverage required by this Agreement, they must submit the Excess Liability policy in full.
11. CONFLICT OF INTEREST:
Provider warrants that it is not a conflict of interest for Provider to perform the services required by this Agreement. Provider may be required to fill out a conflict of interest form if the services provided under this Agreement require Provider to make certain governmental decisions or serve in a staff capacity as defined in Title 2, Division 6, Section 18700 of the California Code of Regulations.
12. PROHIBITION AGAINST TRANSFERS:
a. Provider shall not assign, sublease, hypothecate, or transfer this Agreement, or any interest therein, directly or indirectly, by operation of law or otherwise, without prior written consent of the City Manager. Provider shall submit a written request for consent to transfer to the City Manager at least thirty (30) days in advance of the desired transfer. The City Manager or their designee may consent or reject such request in their sole and absolute discretion. Any attempt to do so without said consent shall be null and void, and any assignee, sublessee, hypothecate or transferee shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. However, claims for money again st the City under this Agreement may be assigned by Provider to a bank, trust company or other financial institution without prior written consent. b. The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock, membership interest, partnership interest, or the equivalent, which shall result in changing the control of Provider, shall be construed as an assignment of this Agreement.
Control means fifty percent or more of the voting power of Provider.
13. APPROVAL OF SUB-PROVIDERS:
a. Only those persons and/or businesses whose names and resumés are attached to this Agreement shall be used in the performance of this Agreement. However, if after the start of this Agreement, Provider wishes to use sub-providers, at no additional costs to the City, then Provider shall submit a written request for consent to add sub- providers including the names of the sub - providers and the reasons for the request to the City Manager at least five (5) days in advance. The City Manager may consent or reject such requests in their sole and absolute discretion. b. Each sub -provider shall be required to furnish proof of workers ’ compensation insurance and shall also be required to carry general, automobile and professional liability insurance (as applicable) in reasonable conformity to the insurance carried by Provider. c. In addition, any tasks or services performed by sub- providers shall be subject to each provision of this Agreement. Provider shall include the following language in their agreement Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
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with any sub-provider: “Sub-providers hired by Provider agree to be bound to Provider and the City in the same manner and to the same extent as Provider is bound to the City.” d. The requirements in this Section 13 shall not apply to persons who are merely providing materials, supplies, data or information that Provider then analyzes and incorporates into its work product.
14. PERMITS AND LICENSES:
Provider, at its sole expense, shall obtain and maintain during the term of this Agreement, all appropriate permits, certificates and licenses, including a City business license that may be required in connection with the performance of the services and tasks hereunder.
15. REPORTS:
a. Each and every report, draft, work product, map, record and other document produced, prepared or caused to be prepared by Provider pursuant to or in connection with this Agreement shall be the exclusive property of the City.
b. No report, information or other data given to or prepared or assembled by Provider pursuant to this Agreement shall be made available to any individual or organization by Provider without prior approval of the City Manager or their designee. c. Provider shall, at such time and in such form as City Manager or their designee may require, furnish reports concerning the status of services and tasks required under this Agreement.
16. RECORDS:
a. Generally, the City has the right to conduct audits of Provider’s financial, performance and compliance records maintained in connection with Contractor’s operations and services performed under the Agreement. In the event of such audit, Contractor agrees to provide the City with reasonable access to Contractor’s employees and make all such financial (including annual financial statements signed by an independent CPA), performance and compliance records available to the City. City agrees to provide Contract or an opportunity to discuss and respond to any findings before a final audit report is filed.
b. Provider shall maintain complete and accurate records with respect to the services, tasks, work, documents and data in sufficient detail to permit an evaluation of Provider’s performance under the Agreement , as well as maintain books and records related to sales, costs, expenses, receipts and other such information required by the City that relate to the performance of the services and tasks under this Agreement (collectively the “Records”). c. All Records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Provider shall provide free access to the Records to the representatives of the City or its designees during regular business hours upon reasonable prior notice. The City has the right to examine and audit the Records , and to make copies or transcripts therefrom as necessary, and to allow inspection of all proceedings and activities related to this Agreement. Such Records, together with supporting documents, shall be Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
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kept separate from other documents and records and shall be maintained by Provider for a period of three (3) years after receipt of final payment.
d. If supplemental examination or audit of the R ecords is necessary due to concerns raised by the City’s preliminary examination or audit of records, and the City’ s supplemental examination or audit of the records discloses a failure to adhere to appropriate internal financial controls, or other breach of this Agreement or failure to act in good faith, then Provider shall reimburse the City for all reasonable costs and expenses associated with the supplemental examination or audit.
17. NOTICES:
a. All notices shall be in writing and delivered: (i) by hand; or (ii) sent by registered, express, or certified mail, with return receipt requested or with delivery confirmation requested from the U.S. postal service ; or (iii) sent by overnight or same day courier service at the party’s respective address listed in this Section.
b. Each notice shall be deemed to have been received on the earlier to occur of : (x) actual delivery or the date on which delivery is refused; or (y) three (3) days after notice is deposited in the U.S. mail or with a courier service in the manner described above (Sundays and City holidays excepted).
c. Either party may, at any time, change its notice address (other than to a post office box address) by giving the other party three (3) days prior written notice of the new address. d. All notices, demands, requests, or approvals from Provider to the City shall be addressed to the City at:
City of Alameda
Public Works Department
950 West Mall Square #110
Alameda, CA 94501
ATTENTION: Scott Wikstrom, City Engineer
Ph: (510) 747-7937 / [email protected]
e. All notices, demands, requests, or approvals from the City to Provider shall be addressed to Provider at:
Schaaf & Wheeler, Consulting Civil Engineers
4699 Old Ironsides Drive, Suite #350
Santa Clara, CA 95054
ATTENTION: Benjamin Shick
Ph: (408) 246-4848
f. All updated insurance certificates from Provider to the City shall be addressed to the City at:
City of Alameda
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Public Works Department
950 West Mall Square #110
Alameda, CA 94501
ATTENTION: Jeanette Navarro, Executive Assistant
Ph: (510) 747-7932 / [email protected]
18. SAFETY:
a. Provider will be solely and completely responsible for conditions of all vehicles owned or operated by Provider , including the safety of all persons and property during performance of the services and tasks under this Agreement . This requirement will apply continuously and not be limited to normal working hours. In addition, Provider will comply with all s afety provisions in conformance with U.S. Department of Labor Occupational Safety and Health Act, any equivalent state law, and all other applicable federal, state, county and local laws, ordinances, codes, and any regulations that may be detailed in other parts of the Agreement. Where any of these are in conflict, the more stringent requirement s will be followed. Provider’s failure to thoroughly familiarize itself with the aforementioned safety provisions will not relieve it from compliance with the obligations and penalties set forth herein. b. Provider will immediately notify the City within 24 hours of any incident of death, serious personal injury or substantial property damage that occurs in connection with the performance of this Agreement. Provider will promptly submit to the City a writte n report of all incidents that occur in connection with this Agreement. This report must include the following information: (i) name and address of injured or deceased person(s); (ii) name and address of Provider’s employee(s) involved in the incident; (i ii) name and address of Provider’s liability insurance carrier; (iv) a detailed description of the incident; and (v) a police report.
19. TERMINATION:
a. In the event Provider fails or refuses to perform any of the provisions hereof at the time and in the manner required hereunder, Provider shall be deemed in default in the performance of this Agreement . If such default is not cured within two (2) business days after receipt by Provider from the City of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the City may thereafter immediately terminate the Agreement forthwith by giving to Provider written notice thereof. b. The foregoing notwithstanding, the City shall have the option, at its sole discretion and without cause, of terminating this Agreement by giving seven (7) days’ prior written notice to Provider as provided herein.
c. Upon termination of this Agreement either for cause or for convenience, each party shall pay to the other party that portion of compensation specified in this Agreement that is earned and unpaid prior to the effective date of termination. The obligation of the parties under this Section 19.c. shall survive the expiration or early termination of this Agreement.
20. ATTORNEYS’ FEES:
In the event of any litigation, including administrative proceedings, relating to this Agreement, including but not limited to any action or suit by any party, assignee or beneficiary Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
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against any other party, beneficiary or assignee, to enforce, interpret or seek relief from any provision or obligation arising out of this Agreement, the parties and litigants shall bear their own attorney’s fees and costs. No party or litigant shall be entitled to recover any attorneys’ fees or costs from any other party or litigant, regardless of which party or litigant might prevail.
21. HEALTH AND SAFETY REQUIREMENTS.
Provider acknowledges that the City shall have the right to impose, at the City’s sole discretion, requirements that it deems are necessary to protect the health and safety of the City employees, residents, and visitors. Provider agrees to comply with all such requirements, including, but not limited to, mandatory vaccinations, the use of personal protective equipment (e.g. masks), physical distancing, and health screenings. Provider also agrees to make available to the City, at the City’s request, records to demonstrate Provider’s compliance with this Section.
22. COMPLIANCE WITH ALL APPLICABLE LAWS:
During the term of this Agreement, Provider shall keep fully informed of all existing and future state and federal laws and all municipal ordinances and regulations of the City of Alameda which affect the manner in which the services or tasks are to be performed by Provider, as well as all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. Provider shall comply with all applicable laws, state and federal and all ordinances, rules and regulations enacted or issued by the City. Provider shall de fend, indemnify, and hold City (including its officials, directors, officers, employees, and agents) free and harmless from any claim or liability arising out of any failure or alleged failure to comply with such laws and regulations pursuant to the indemnification provisions of this Agreement.
23. CONFLICT OF LAW:
This Agreement shall be interpreted under, and enforced by the laws of the State of California without regard to any choice of law rules which may direct the application of laws of another jurisdiction. The Agreement and obligations of the parties are subject to all valid laws, orders, rules, and regulations of the authorities having jurisdiction over this Agreement (or the successors of those authorities). Any suits brought pursuant to this Agreement shall be filed with the courts of the County of Alameda, State of California.
24. WAIVER:
A waiver by the City of any breach of any term, covenant, or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein, whether of the same or a different character.
25. INTEGRATED CONTRACT:
Subject to the language of Section 33, the Recitals and exhibits are a material part of this Agreement and are expressly incorporated herein . This Agreement represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied cov enant shall be held to vary the provisions hereof. Any modification of this Agreement will be effective only by written execution signed by both the City and Provider.
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26. PREVAILING WAGES:
Provider is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq. as well as California Code of Regulations, Title 8, Section 1600, et seq., (“Prevailing Wage Laws”) which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Provider agrees to fully comply with such Prevailing Wage Laws if the services are being performed as part of an applicable “public works” or “maintenance” project as d efined by the Prevailing Wage Laws and if the total compensation is $1,000 or more. City, upon Provider’s request, shall provide Provider with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement.
Provider shall make copies of the prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the services available to interested parties upon request; and shall post copies at the Provider’s principal place of business and at the project site. Provider shall defend, indemnify, and hold the City (its elected officials, officers, employees, and agents) free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.
27. CAPTIONS:
The captions 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.
28. COUNTERPARTS:
This Agreement may be executed in any number of counterparts (including by fax, PDF , DocuSign, or other electronic means), each of which shall be deemed an original, but all of which shall constitute one and the same instrument.
29. SIGNATORY:
By signing this A greement, signatory warrants and represents that they executed this Agreement in their authorized capacity and that by their signature on this Agreement, they or the entity upon behalf of which they acted, executed this Agreement.
30. CONTROLLING AGREEMENT:
In the event of a conflict between the terms and conditions of this Agreement (as amended, supplemented, restated or otherwise modified from time to time) and any other terms and conditions wherever contained, including, without limitation, terms and conditions included within exhibits, the terms and conditions of this Agreement shall control and be primary.
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IN WITNESS WHEREOF, the parties have each caused this Agreement to be duly executed on its behalf as of the Effective Date.
Schaaf & Wheeler, Consulting Civil Engineers CITY OF ALAMEDA a (California corporation)
Charles D. Anderson, RCE 43776 Jennifer Ott
President City Manager
RECOMMENDED FOR APPROVAL
Benjamin L. Shick, RCE 68813
Assistant Treasurer
Erin Smith
Public Works Director
APPROVED AS TO FORM:
City Attorney
Len Aslanian
Assistant City Attorney
Charles D. Anderson
Digitally signed by Charles D. Anderson
DN: C=US, [email protected], O=Schaaf &
Wheeler, CN=Charles D. Anderson
Reason: I agree to the terms defined by the placement of my signature on this document
Date: 2025.05.01 14:16:13-07'00'
5/1/25
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Schaaf & Wheeler
CONSULTING CIVIL ENGINEERS
1171 Homestead Rd., Ste. 255
Santa Clara, CA 95050
(408) 246-4848
April 7, 2025
PROPOSAL FOR
City of Alameda
On-Call Civil Engineering Services
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Schaaf & Wheeler
CONSULTING CIVIL ENGINEERS
870 Market Street, Suite 1278
San Francisco, CA 94102
(408) 246-4848
April 7, 2025
Scott Wikstrom, City Engineer
City Hall West, Public Works Department
950 West Mall Square, Room 110
Alameda, CA 94501
Subject: Proposal for On-Call Civil Engineering Services Dear Mr. Wikstrom:
Schaaf & Wheeler is pleased to submit the enclosed proposal to provide on-call civil engineering services to the City of Alameda. We have been working with the City for 17 years and are excited for the opportunity to continue supporting the City. Schaaf & Wheeler works exclusively on water-related projects, and we bring extensive familiarity with City’s facilities, standards, and procedures.
We have been providing on-call civil engineering services throughout for public agencies throughout Northern California for 40 years, including the Cities of Livermore, Alameda, South San Francisco, Pacifica, Belmont, San Mateo, and Santa Clara. The City will benefit from our team’s veteran knowledge of the City’s infrastructure, requirements, and standards for upcoming on-call projects.
Our proposed engineers have successfully completed multiple important planning and capital projects for the City, including the storm drain master plan, analysis of the City’s lagoons and weirs, upgrades to storm water pump stations, upgrades to the sanitary sewer pump stations, gravity sewer main replacements, sanitary sewer force main replacement, and street lighting improvement projects.
Benjamin L. Shick, PE, will serve as the project manager for this contract and will bring his extensive knowledge of the City’s infrastructure. He will be supported by design engineers Curran L. Price, PE and Larry D. Johnson, PE, who have both worked on projects for the City since 2013. As the principal-in-charge, I will provide QA/QC services for the project, bringing almost 40 years of experience in wastewater and stormwater planning, design, and construction support. We have included subconsultants on our team for structural engineering, geotechnical engineering, electrical engineering, surveying, and landscape architecture.
My team and I are available and look forward to extending services to the City of Alameda.
Should you need any further information or have any questions, please contact Ben Shick at (707) 528-4848 X 701 or [email protected]
Sincerely,
Schaaf & Wheeler
Charles D. Anderson, PE
President
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Schaaf & Wheeler
Table of Contents
Description of Organization, Management, and Team Members ........................................... 1 Organization Qualifications ....................................................................................................... 4 References, Related Experience, and Examples of Work ..................................................... 15 Appendix A: Resumes
Appendix B: Billing Rates
Appendix C: Contract Exceptions
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Description of Organization, Management, and Team Members Schaaf & Wheeler 1
Description of Organization, Management, and Team
Members
About Schaaf & Wheeler
Firm Name: Schaaf & Wheeler
Type of Organization: Corporation – Incorporated in California since 1985, in business 40 years
Primary Contact: Benjamin L. Shick, PE
(707) 528-4848 X 701; [email protected]
Offices: HQ: 4699 Old Ironsides Drive, Ste. 350, Santa Clara, CA 95054 870 Market Street, Ste. 1278, San Francisco, CA 94102
2200 Range Avenue, Ste. 201, Santa Rosa, CA 95403
3 Quail Run Circle, Ste. 101, Salinas, CA 93907
10232 Donner Pass Road, Ste. 4, Truckee, CA 96161
250 Bel Marin Keys Boulevard, Bldg. A, Ste. 205, Novato, CA 94949 Professional
Registrations and
Affiliations:
Certified State of California Small Business Enterprise Certification No. 40527
Schaaf & Wheeler is a civil engineering firm focused in water resources. With 40 years of commitment to solving flood control, stormwater, wastewater, potable water, and recycled water problems, Schaaf & Wheeler is recognized by public and private sector clients for its value- added engineering. We are certified as a small business enterprise by the State of California and operate from six locations: Santa Clara, San Francisco, Santa Rosa, Salinas, Truckee, and Novato. Schaaf & Wheeler has 10 areas of focus within the water resources discipline:
▪ Hydrology and hydraulics analyses, including site evaluations and modeling; ▪ Flood control analyses, including floodplain studies and channel design, filing of letters of map revision, and FEMA coordination;
▪ Watershed assessments, erosion and sediment control, and bioengineered channel stabilization;
▪ Water quality, including design or review of best management practices (BMPs) for stormwater treatment and hydromodification flow control facilities; ▪ Stormwater management and drainage services, including master planning, engineering, and design of urban storm drain systems and pump stations; ▪ Wastewater system master planning, engineering, and design of conveyance systems, including lift stations;
▪ Potable water system master planning, modeling, engineering; and design of supply, storage, collection and distribution systems, including tanks and booster stations; ▪ Recycled water systems planning, engineering, and design, including reclamation feasibility studies and customer retrofits;
▪ Construction management, construction site observation, construction inspection services, value engineering, construction cost analysis, and constructability reviews; and ▪ Project management, including management of subconsultants, containment of schedule and cost, and communication with clients and stakeholders.
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Proposed Team and Individual Qualifications
Schaaf & Wheeler has assembled a dedicated team of in-house engineers and subconsultants to provide on-call civil engineering services to the City, as shown in our organizational chart.
Individual experience and roles are outlined below, with full resumes included in Appendix A.
Subconsultant information is included in the following section.
Benjamin L. Shick, PE: Project Manager
Ben is a vice president and an owner at Schaaf & Wheeler. He has more than 20 years of experience in infrastructure planning and design of wastewater, potable water systems, and stormwater. He has served as principal-in-charge and project manager of water and sewer mains, sewage lift stations, stormwater pumping stations, gravity sewers, flood plain investigation, shoreline protection studies, drainage studies, channel design and modeling, water rights permitting, wetland analysis and design, and small bridge design for local public agencies. Ben works out of our branch office in Santa Rosa and has worked closely with the City on numerous on-call projects. As project manager, Ben will delegate project tasks to the team while maintaining the schedule and budget. He will also be involved in technical aspects of the project, where appropriate. Ben will meet regularly with the City as needed for project updates and to resolve any issues that arise during project development.
Charles D. Anderosn, PE: Principal-in-Charge+QA/QC
Chuck is the president and an owner of Schaaf & Wheeler. Chuck has nearly 40 years of experience in levee design, stormwater collection and pumping, flood mapping, tidal structures, FEMA requirements, sea level rise assessment, and surface water hydrology. He has led numerous multidisciplinary project teams to deliver responsively and responsibly from concept verification to design and construction, including large levee projects for Valley Water, the County of San Mateo and Cities of Foster City and San Mateo. He works out of our headquarters in Santa Clara. As principal-in-charge, Chuck will work with Ben to maintain the schedule and budget and coordinate with the City to resolve any contractual issues. He will also lead our QA/QC efforts to review deliverables before they are submitted to the City.
Principal
-
in
-
Charge+QA/QC
Charles D. Anderson, PE
Project Manager
Benjamin L. Shick, PE
Modeling Lead
Daniel J. Schaaf, PE
Project Engineers
Curran L. Price, PE
Lawrence D. Johnson, PE
Assistant Engineers
Jonathan F. Ondracek, EIT
Joshua T. Vandermeyde, EIT
Geotech
Cornerstone
Structural
Biggs Cardosa Associates
Electrical
TJC & Associates
Survey/Mapping
Kier + Wright
Landscape Architecture
SSA
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Daniel J. Schaaf, PE: Modeling Lead
Dan is a vice president and an owner of Schaaf & Wheeler. He has 25 years of experience in storm drain master planning, flood control, hydrology and hydraulics, and numerical modeling.
Dan recently led the Schaaf & Wheeler team that produced channel repair designs for numerous sites in Livermore. He is currently project manager for Santa Cruz County’s Zone 5 Drainage Master Plan. Dan has performed hundreds of FEMA mapping studies throughout California. Dan works out of our branch office in San Francisco. He will oversee modeling efforts for this contract.
Curran L. Price, PE: Project Engineer
Curran is an associate engineer at Schaaf & Wheeler. He has 15 years of in-depth experience in infrastructure design of stormwater pump stations, sewer rehabilitation, wastewater facilities, water and recycled water pipelines, flood protection, shoring systems, bridges, buildings, transportation, and slope stabilization projects. He has completed the design of over 50 constructed projects. Curran is adept at preparing plans and specifications, performing calculations, cost estimates, and site inspections. Curran recently worked as the project engineer for the condition assessment of the Mill Valley’s citywide sanitary sewer assessment and is NASSCO certified. Curran works out of our branch office in Santa Rosa. He will provide as-needed day-to-day engineering tasks as directed by Ben.
Lawrence D. Johnson, PE: Project Engineer
Larry is a senior project manager at Schaaf & Wheeler. He has more than 11 years of experience in pump stations assessment, hydraulic systems, urban water systems, groundwater hydraulics, open channel hydraulics, water wells and pumps and GIS applications to water resources. He has assessed more than 100 pump stations in the last five years and has recommended improvements and prepared design improvements for many of them. Larry has experience in water transmission systems and specifications review. Larry works out of our headquarters in Santa Clara. He will provide as-needed day-to-day engineering tasks as directed by Ben.
Jonathan F. Ondracek, EIT: Assistant Engineer
Jonathan is an assistant engineer with more than 14 years of experience in modeling and design for stormwater and wastewater infrastructure projects. He is proficient in running hydraulic models to solve drainage issues and conduct level surveys for small design projects.
He has worked throughout the Bay Area on a variety of projects such as: sanitary sewer pump station rehabilitation projects, storm drain improvements, roadway improvements, and sanitary sewer rehabilitation projects. Jonathan works out of our branch office in Santa Rosa. He will provide as-needed day-to-day engineering tasks as directed by Ben.
Joshua T. Vandermeyde, EIT: Assistant Engineer
Joshua has more than four years of experience providing design engineering services. He has experience in residential, office, education, and lab use buildings, low to high rise. He has designed efficient routing of plumbing systems, sized pressure and gravity systems to code requirements, and performed calculations to size and select equipment (pumps, water heaters, interceptors, etc.) to fit building load requirements. Joshua is currently designing storm and sewer improvements for several municipalities in the greater Bay Area. He has completed assessment reports and design documents for these improvements. Joshua works out of our branch office in Santa Rosa. He will provide as-needed day-to-day engineering tasks as directed by Ben.
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Organization Qualifications
Stormwater Experience
Schaaf & Wheeler brings extensive experience in assessment, design, and construction support of stormwater infrastructure. We have prepared master plans, pipeline and pump station designs, and water quality enhancement designs. We have prepared trash capture and low impact development designs for multiple clients. We are recognized by SCVURPPP as the third-party reviewers of green infrastructure projects within the Bay Area. The following tables present some of our recent storm drain experience.
Project Client Contract
Storm Drain Master Plan City of Livermore $374,540
Storm Drain Master Plan City of Carmel $174,910
Zone 5 Storm Drain Master Plan City of Santa Cruz $630,588 Storm Drain Master Plan City of Larkspur $90,000
Storm Drain Master Plan City of Milpitas $125,000
Holloway Gilroy FEMA, Princevalle Drain Study Cale Enterprise $15,000 Hydrology & Hydraulics Studies for Geyserville
and Villa Grande
Sonoma County Department of Public
Works
$170,463
Interior Drainage Study at Treatment Park City of Santa Rosa $15,810 Drainage Manual County of Santa Clara $107,172
Atkinson Lane Drainage Mesiti-Miller Engineering, Inc $20,000 Industrial Road Drainage Study City of San Carlos $79,900 Los Gamos Drainage Study City of San Rafael $19,920
16th Avenue Storm Drain Study City of San Mateo $86,640 Wastewater Experience
Wastewater Planning and Modeling
Schaaf & Wheeler has completed numerous wastewater capacity studies and currently maintains the wastewater models for MCWD and the City of Mountain View. This team is well versed in developing customer inflows, calibrating wastewater models, and developing the design storm used to analyze the peak wet weather condition. Our engineers understand the issues with these aging systems and the complexities of upgrading them.
Our team is skilled in making focused modeling runs to determine development impacts, system response to fire flow events, remaining capacities, and to size capital improvements. Our firm is structured such that we can work on a wide range of projects, from very specific model runs to large complex designs.
We typically use the following model types:
▪ Sewer Systems – GIS based dynamic models (Infoworks, InfoSWMM, EPA SWMM5, SewerCAD), spreadsheet-based calculations
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▪ Storm Drain Systems – GIS-based 1-D and 2-D dynamic models (InfoSWMM, InfoWorks ICM, MIKE-URBAN, EPA SWMM5, StormCAD, XPStorm, FLO-2D), spreadsheet-based calculations
▪ Water Quality – QUAL2E, SWMM, MIKE-URBAN Drainage Systems Our engineers continue to provide wastewater infrastructure design and construction support services in the San Francisco Bay Area.
Pump Station Assessments and Design
Schaaf & Wheeler regularly performs full pump station assessments and develops comprehensive capital improvement programs. We also design the recommended improvements. Some of our recent sanitary sewer pump station projects are highlighted below.
Project Client Capacity
Ord Village Lift Station Marina Coast Water District 1.25 MGD Wastewater Treatment Plant Lift Station City of Gonzales 3.5 MGD Sierra Point Sewage Lift Station City of South San Francisco 1.0 MGD Phase 4 Sanitary Sewer Pump Stations Upgrades City of Alameda 100 to 1,100 gpm North Road Pump Station Rehabilitation City of Belmont 1,800 gpm Five Sanitary Sewer Pump Stations City of San Mateo Up to 1000 gpm Industrial Sewage Pump Station 2 City of South San Francisco 3.5 MGD San Juan Oaks, Sewer Pump Stations 1 and 2 Whitson Engineers/Third Millenium Partners
350 gpm
September Ranch Sewer Pump Station One Carmel, LLC/Carmel Area Wastewater District
100 gpm
The table on the following page presents some of our recent experience in sewer replacement/rehabilitation, trunk alignment study and design, inspection, trenchless technology, CIPPs, siphon design and condition assessment, surveying and mapping, and constructability review to ensure workable designs with tightly controlled plans and specifications.
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Project
Services Provided
Detailed
Assessment
Detailed
Design
Project
Prioritization
Trenchless
Design
CIPP
Construction
Plans
Engineering
Estimates
Bid Support
Construction
Support
Madera Gardens Sewer Rehabilitation,
Sanitary Dist. No. 2
Leong Drive Sanitary Sewer Design,
Mountain View
Sewer Repair and Replacement, Mill Valley
Basin C Sewer Rehabilitation, San Mateo
East Blithedale Ave Sewer Rehabilitation,
Mill Valley
Redwood Highway Sewer Rehabilitation,
Sanitary Dist. No. 2
Basin E Sewer Rehabilitation, San Mateo
Sewer Repair Project, Mill Valley
Rich and Industrial Sewer Improvement,
Sanitary Dist. No. 2
Morgan Hill Sanitary Sewer Improvement,
Morgan Hill
Belmont Sewer Rehabilitation Projects,
Belmont
El Camino Real Sanitary Sewer
Rehabilitation, San Mateo
Sanitary Sewer Rehabilitation, San Mateo
Schaaf & Wheeler has served municipal clients continuously throughout our 40-year history.
Our engineers provide on-call wastewater, stormwater, and potable water engineering services for several municipalities and water districts. Services range from development review to master planning to full design. Our firm is structured such that we can work on a wide range of projects, from assessments to large complex designs. The table on the following page presents Schaaf & Wheeler’s recent on-call experience providing water resources services on an as-needed basis.
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Duration Client Team Services Provided
2003 –
present
City of San Mateo Benjamin L. Shick, PE;
Glen M. Anderson, PE;
Charles D. Anderson, PE;
Daniel J. Schaaf, PE; Leif
M. Coponen, PE
Sanitary sewer pump
station assessment,
design, and CS; Sewer
and storm drain design
and CS; Trash capture
feasibility and design;
Flood control infrastructure
design
2004 –
present
City of Livermore Daniel J. Schaaf, PE;
Charles D. Anderson, PE;
Benjamin L. Shick, PE;
Robin J. Lee, PE;
Lawrence D. Johnson, PE
Flood damage repairs;
Hydrology and hydraulics
services; Trash capture
feasibility and design;
Pump station design and
CS
2006 –
present
Marina Coast Water District Andrew A. Sterbenz, PE;
Leif M. Coponen, PE;
Brett Crews, PE; Glen M.
Anderson, PE; Josh C.
Tabije, EIT, Aldo Jarvio,
EIT, Arturo Jarvio, EIT;
Lawrence D. Johnson, PE
District engineering
services; CIP project
design and CS: water,
wastewater, and
stormwater
2006 –
present
City of Morgan Hill Benjamin L. Shick, PE;
Glen M. Anderson, PE;
Lawrence D. Johnson, PE
CCTV review;
Rehabilitation and
replacement methodology;
Cost estimates
2007 –
present
City of Alameda Benjamin L. Shick, PE;
Daniel J. Schaaf, PE;
Glen M. Anderson, PE;
Charles D. Anderson, PE
Sanitary sewer and
stormwater pump station
assessment, design, and
CS; Storm drain master
plan; Sea level rise study
2009 –
present
City of Belmont Benjamin L. Shick, PE;
Charles D. Anderson, PE;
Lawrence D. Johnson, PE
Sewer and storm drain
design and CS, pump
station design, hydrologic
evaluation
2014 –
present
City of Foster City Robin J. Lee, PE; Leif M.
Coponen, PE; Brett F.
Crews, PE; Sandra E.
Carroll, EIT
Drainage standards; Water
and sanitary sewer design
standards/criteria update;
Plan development check
2014 –
present
City of South San Francisco Caitlin J. Tharp, PE;
Charles D. Anderson, PE;
Daniel J. Schaaf, PE;
Robin J. Lee, PE
Hydrology and hydraulics
services; Trash capture
feasibility and design;
Green infrastructure plan
(stormwater)
2014 –
present
City of Mountain View Leif M. Coponen, PE;
Daniel J. Schaaf, PE;
Lawrence D. Johnson,
PE; Brett F. Crews, PE
Water and wastewater
modeling; Water main and
sewer design and CS;
Stormwater master
planning; Trash capture
feasibility and design;
CEQA-related services
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Duration Client Team Services Provided
2014 –
present
Monterey Regional Water
Pollution Control Agency
Andrew A. Sterbenz, PE;
Josh C. Tabije, EIT
Water and recycled water
infrastructure design and
CS
2014 –
present
County of Napa Daniel J. Schaaf, PE;
Caitlin J. Tharp, PE;
Benjamin L. Shick, PE
FEMA submittals;
Hydrology and hydraulics
modeling and studies;
Floodplain review
2015 –
present
City of Half Moon Bay Daniel J. Schaaf, PE;
Benjamin L. Shick, PE;
Charles D. Anderson, PE
Sewer pump station;
Sewer force main;
Generator replacement;
Storm drain master plan
2016 –
present
Port of Oakland Glen M. Anderson, PE;
Benjamin L. Shick, PE;
Lawrence D. Johnson,
PE; Brett F. Crews, PE;
Yoshi Nakajima, EIT
Pump station
rehabilitation; Condition
assessment; Field
investigation
2018 –
present
County of San Mateo Benjamin L. Shick, PE;
Glen M. Anderson, PE;
Caitlin J. Tharp, PE;
Curran L. Price, PE;
Jonathan F. Ondracek,
Pump station review,
modeling, and design
recommendations; H&H
peer review; Trash capture
design; Storm drain CCTV
inspection, condition
assessment, and CIP
development
2019 –
present
City of Sunnyvale Leif M. Coponen, PE;
Caitlin J. Tharp, PE;
Robin J. Lee, PE; Curran
L. Price, PE; Brett F.
Crews, PE; Sandra E.
Carroll, EIT; Sarah R.
Weinberg, EIT; Lawrence
D. Johnson, PE
Water and wastewater
modeling; Flow monitoring;
assessment; Feasibility
studies; Trash capture
Approach to On-Call Contracts
Our general approach to infrastructure projects is described herein. Schaaf & Wheeler will work with the City to develop a detailed scope of services that is appropriate for each specific project.
Data Gathering and Condition Assessment
Schaaf & Wheeler will request existing pertinent information from the City at the beginning of each project. We will meet with City operations and engineering staff at kick-off to ensure that the project is fully understood and any design preferences are identified. Schaaf & Wheeler will conduct additional surveys, investigations, and inspections as necessary for the cost-efficient completion of the specific project.
Project Definition
Schaaf & Wheeler will perform a preliminary engineering and economic analysis of the proposed improvements. This task will take place concurrent with the utility research as the existing utility locations may ultimately decide the location of improvements. Schaaf & Wheeler Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Organization Qualifications
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will recommend a project scope that best matches the available funding. Schaaf & Wheeler will analyze potential issues and will provide alternatives and recommendations. A summary of all considered alternatives will be included in a Basis of Design Memorandum submitted to the City for review and comment.
Utility Research
It is necessary to identify all potentially conflicting utilities throughout the project limits in the early phases of design. Schaaf & Wheeler’s primary goal will be to avoid interference with existing infrastructure; however, where conflicts cannot be avoided, team engineers will identify the need for their relocation. For projects in public rights-of-way, Schaaf & Wheeler may use the USA locator service, the expertise of a professional underground utility locator, or contact individual utility companies and the City staff, as needed. Potholing critical utilities may be required.
Hydrologic and Hydraulic Analyses
Schaaf & Wheeler will perform the necessary hydrologic and hydraulic calculations and/or modeling to accurately size pipes, pumps, detention basins, and other project components as necessary. Schaaf & Wheeler may utilize any existing hydrologic models to refine designs, analyze alternatives, and verify downstream impacts do not occur. Schaaf & Wheeler will use the City’s design standards when appropriate, and will recommend methods, materials, and hydraulic structures when the City’s standards are not applicable.
Design Plans and Specifications
Schaaf & Wheeler typically prepares construction documents with submittals of plans and specifications at the 65%, 95%, and final stages of design. These submittals are intended for review and comment by the City. After each submittal Schaaf & Wheeler will meet with City staff to review and discuss the submittal. Our team will integrate comments, changes and requests by the City in the subsequent submittals. Plans will be produced in AutoCAD and will be submitted to the City in both electronic and hard-copy format. Depending on the City’s preference, technical specifications can be provided as a camera-ready document or in a variety of electronic formats.
Bidding and Construction Administration
Schaaf & Wheeler is prepared to provide consultation to the City during the construction phase of the project. Construction support may include attendance at the pre-construction meetings, reviewing and responding to requests for information (RFIs), assisting with questions regarding interpretation of drawings, specifications, and reports, shop drawings and product submittal review, attendance at meetings and site visits as requested by the City, and processing construction change orders as required.
At the City’s request, Schaaf & Wheeler will involve the firm’s construction management personnel for assistance and guidance. Our team can provide construction management, inspection, observation, and materials testing can also be provided upon request via subconsultant.
Record Drawings and Project Close-Out
Schaaf & Wheeler plans to assist the City with closing out the construction contract. Once the project is complete, our engineers will provide the City with record drawings showing the as-built conditions. The record drawings will be produced from marked up plans maintained by the contractor in conformance with project specifications.
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Additional Tasks
Potential additional tasks Schaaf & Wheeler specializes in are listed below:
Special Inspections
Schaaf & Wheeler’s team can provide observation during construction as deemed necessary and as requested by the City.
Operation and Maintenance (O&M) Assessment
Schaaf & Wheeler is well versed in O&M reviews and have helped our clients review existing standards, equipment, practices, and reporting mechanisms and make recommendations for improvement. We can perform these reviews and assessments from a general master planning level to assisting in implementation.
Review and Modify Standards
Review current design standards and specifications and recommend changes that are tailored to the City’s infrastructure and goals. Additional standards and specifications can be developed or modified to meet changing regulatory requirements. Schaaf & Wheeler has developed design criteria for detention and retention, green streets, sewer and storm drain infrastructure, and pump stations.
Water Quality and NPDES Support
Schaaf & Wheeler has extensive experience in supporting our clients with stormwater quality issues including NPDES permit requirement implementation in the Bay Area. Our team engineers have designed numerous erosion plans using both standard and site-specific best management practices. We have helped our clients develop short- and long-term plans for meeting regulatory requirements including financial analyses. We have developed numerous storm water management plans and other documents for regional water quality control boards and other agencies.
Approach for Planning-Related Projects
Following is a general approach for planning related engineering projects, which may include storm drain master planning, hydraulic modeling, floodplain mapping, bridge hydraulic reports, scour analysis, GIS services, and data integration. The approach and project tasks will be refined for each specific project to meet the City needs. Schaaf & Wheeler has worked on numerous on-call services contracts, such as this, and have developed methodologies to streamline projects and limit project overhead.
Data Collection, Research, and Review
The team will research, collect, and review existing data, record drawings, topography, reports, studies, and assessments related to each specific project. Our reviews will focus on exposing data gaps as well as data quality. It is often necessary to collect supplemental information and data pertaining to a project, which may include:
▪ Flow monitoring
▪ Utility research
▪ Condition assessment
▪ GIS data validation
▪ Surveying (aerial and/or ground) and basemap preparation ▪ Easement research and Right-of-Way mapping
▪ Historic Flooding data
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▪ Streambed stability surveys and steam particle distribution assessments Hydraulic & Hydrology Modeling
Schaaf & Wheeler is proficient in hydraulic modeling of storm systems. Our engineers have used several proprietary and public domain software packages to analyze a wide range of hydraulic conditions. Below is a list of the model types that are typically used for each type of infrastructure.
▪ Storm Drain Systems –GIS based 1-D and 2-D dynamic models (InfoSWMM, InfoWorks ICM, MIKE-URBAN, EPA SWMM5, StormCAD, XPStorm, FLO-2D), Spreadsheet-based calculations
▪ Creeks, Rivers, and Storage Areas – HEC 2, HEC-GeoRAS, FLO-2D, MIKE-21, GIS based dynamic models
▪ Hydrology – HEC 1, HEC-GeoHMS, BAHM, HFPH, GIS-based dynamic models ▪ Water Quality – QUAL2E, SWMM, MIKE-URBAN
Level of Service Definition and Assessment
Schaaf & Wheeler will work with the City to define the desired levels of service for storm drain systems and channels throughout the City. These levels will need to meet City goals and adhere to local, state, and federal requirements. Defining these levels will assist in identifying problem areas and necessary capital improvement projects. Our team will develop projects that are consistent with the City’s Design Standards and methods; where available, and utilize the Design Standard of local jurisdictions where no City standard exist.
Cost Estimates
Schaaf & Wheeler has considerable experience in construction cost estimating of sewer, water, and stormwater projects. We will use our knowledge to develop costs for system improvements.
The level of detail in our cost estimates may vary from unitized costs for large master planning level estimates to more detailed estimates for feasibility level studies.
Regulatory Requirements
Our team’s extensive experience with design projects and third-party reviews for permitting puts us in a strong position to address regulatory issues for the City. Schaaf & Wheeler is highly knowledgeable of current BMP and LID criteria, Caltrans Bridge Hydraulic Report Criteria and SMCWPPP design standards. For each project, we will perform a reconnaissance-level review of potential issues and suggest ways the City effectively address them. Team members will develop guidelines for addressing these issues as the proposed capital projects move into design phases.
Reports
Schaaf & Wheeler will produce technical reports summarizing each analysis or master planning effort. These reports will present the existing system, outline the system’s current performance, detail areas currently deficient, list and prioritize improvements, estimate costs for all improvements, and present all technical methodologies and analytical results. Each report will provide a concise overview of the study findings and recommendations in non-technical terms that should provide sufficient information to the general public and City officials outside the engineering field. The report will also supply the technical community with detailed information on each system. Appendices will include model results, improvement figures and detailed cost estimates.
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Management and QA/QC
Efficient project management will play a critical role in providing a quality service that meets the City’s needs. This is especially true on an on-call project such as this one that may have a variety of tasks occurring within one contract. Schaaf & Wheeler’s project manager, Benjamin L.
Shick, PE will be the City’s point of contact for the contract. All project staff and subconsultants will report to him, and he will be responsible for coordinating and providing all deliverables to the City. This single point-of-contact approach has proven beneficial on many projects as it was critical to establish a streamlined and reliable communications path.
With experience from several similar projects with the public sector and its processes, Schaaf & Wheeler has developed and will employ several tested tools as part of project management efforts. These procedures and tools will allow us to provide the City with the most effective project management throughout the project.
▪ Consistent Communication: Bi-weekly conference calls allow Schaaf & Wheeler team to communicate with the City’s project staff on a consistent, prescheduled basis. This allows City staff to be aware of progress made, needed input, and keeps them involved in the project and decision making. Similar to construction progress meetings, these conference calls are typically very short, providing an update to both parties. If an issue arises, it can be dealt with quickly, limiting the potential impact to schedule and budget.
For numerous projects, regular communication between the stakeholders has resolved countless potential issues that could have derailed the project. ▪ In-Person Meetings: While much communication and coordination can occur through digital means, there is a significant benefit of face-to-face meetings. As such, we typically include a kick-off meeting and design review meetings in our scope. This allows for a collaborative workshop environment to guide the project to the end result desired by the City.
▪ Dedicated Staffing: For every on-call services client, Schaaf & Wheeler assigns one project manager and key staff, who learn how the client’s system operates. Additional staff are brought in as needed for specific projects. Developing an understanding of how the client’s system operates creates efficiencies when working on multiple projects or designing an interim project that must later be expanded. Preliminary designs are more detailed, and schedules are tighter when starting with a clear understanding of how a project fits into the overall system.
▪ QA/QC: For quality assurance and quality control, we have developed a detailed process that includes independent review of the deliverable by an uninvolved engineer with significant experience in the field. The following flow chart details the QA/QC process that Schaaf & Wheeler implements for all client deliverables.
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About Our Subconsultants
Geotech
Cornerstone Earth Group (CEG) integrates geotechnical
engineering, environmental services, engineering geology, and construction services to facilitate cost-effective site selection, project design, and site development. Cornerstone is a California C corporation with offices in Sunnyvale and Lafayette. Their staff includes registered civil and geotechnical engineers, registered geologists, certified engineering geologists, certified hydrogeologists, and registered environmental assessors. Cornerstone has completed over 800 public works projects throughout the San Francisco Bay Area and California and has provided geotechnical engineering and environmental consulting services directly and indirectly to numerous Bay Area public agencies. Cornerstone has worked closely with Schaaf & Wheeler on numerous projects, including the Southshore Intake Pump Station Erosion project and the City-Wide Sewer Pump Stations Upgrade project in Alameda.
Structural Engineering
Biggs Cardosa Associates, Inc. (BCA) is an engineering firm that provides structural design, consulting, project management and construction management services. For the past 39 years, BCA has been reshaping California through their innovative and effective design of bridges, transportation structures, and supporting infrastructure facilities. The firm is staffed with over 100 professional and technical personnel. BCA has an office in Sacramento and has completed many projects within the Sacramento area. They have collaborated with Schaaf & Wheeler on projects since 1993, including most recently on include the Calaveras Boulevard Improvement project in Milpitas, the Lower Penitencia Pedestrian Bridge project in Campbell, and the Highway 101 Pedestrian Bridge project at Adobe Creek in Palo Alto.
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Electrical Engineering
TJC and Associates, Inc. (TJCAA) is a certified small business enterprise and a women business enterprise founded in 1998 that provides structural and electrical engineering services. They provide infrastructure design for water and wastewater treatment plants, pump stations, reservoirs/tanks, flood control structures, bridges, and support facilities. Work for this contract will be performed from their Concord and Oakland locations, which staff 24 employees.
TJCAA has teamed with Schaaf & Wheeler on many projects, including the Marina Coast Water District A1/A2 Reservoirs and B/C Booster Pump Station project, which addressed several operational issues in its multi-zone potable water distribution system. They also worked together on the City of Oakland Pump Station Improvements project, which provided improvements for the replacement of six pump stations, and the Monterey One Water Coral Street Pump Station Relocation project to develop approaches to relocate critical electrical equipment.
Survey/Mapping
Kier + Wright Civil Engineers + Surveyors (K+W) was founded in 1972. They have completed more than 100 LEED-Certified projects and have several offices in California, including Livermore, Santa Clara, Sacramento, Gilroy, Manteca, Irvine, Camarillo, and Escondido. They are currently staffed by 215 employees, including 32 registered civil engineers and 14 licensed land surveyors. A majority of the work on this contract will be conducted from their Livermore and Santa Clara offices. K+W has been working with Schaaf & Wheeler since 1997, successfully collaborating on over 150 infrastructure improvement projects together throughout the Bay Area, including the recent Southshore Intake Pump project as well as the Group 5 Pump Station project in Alameda.
Landscape Architecture
SSA Landscape Architects (SSA), located in Santa Cruz, has been serving the needs of municipalities and public agencies similar to the City of Alameda since 1989. Established and founded by Steven Sutherland, SSA is a fully incorporated, certified small business in the State of California. Their projects aim at maintaining view, preserving the environmental nature of the area, utilizing native and water conserving plant materials, sustainable landscape techniques, such as using a native plant palette and reclaimed water. SSA regularly assists public facilitation and community input, as well as coordination with and obtaining approval from regulatory agencies including Caltrans, Department of Fish and Game and the Coastal Commission and Conservancy. SSA has worked closely with Schaaf & Wheeler on several projects, including most recently the Lower Silver Creek Flood Protection project, which provided flood protection to multiple urban neighborhoods from a 100-year flood event.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 References, Related Experience, and Examples of Work
Schaaf & Wheeler 15
References, Related Experience, and Examples of Work
Schaaf & Wheeler has completed numerous projects similar in size and scope to those that may occur under the City’s on-call contract. Examples of those projects are included below, including reference information.
Client and Contact:
Erin Smith
Public Works Director
City of Alameda, PWD
950 West Mall Square, Rm 110
Alameda, CA 94501
(510) 747-7938
[email protected]
Contract Value: $733,000
Construction Cost: $7.47M for
first 28 stations
Project Duration: 2011 –
Current
Team Members:
PM: Benjamin L. Shick, PE
Staff: Glen M. Anderson, PE; Leif
M. Coponen, PE; Charles D.
Anderson, PE; Daniel J. Schaaf,
PE; Curran L. Price, PE; Joshua
T. Vandermeyde, EIT; Jonathan
F. Ondracek, EIT
Subconsultants:
TJC and Associates
Cornerstone Earth Group
Kier & Wright
Upgrade of 32 Sanitary Sewer Pump Stations
In 2010, Schaaf & Wheeler completed a condition and
reliability assessment of the City of Alameda’s 34 sanitary sewer pump stations. The assessments identified reliability deficiencies, existing code violations, safety concerns, and operational issues for each of the stations. Schaaf &
Wheeler developed a set of pump station reliability criteria based on the EPA’s Administrative Order for Compliance
(Administrative Order Docket No. CWA 309(a)-10-005,
dated November 18, 2009). Schaaf & Wheeler identified
32 of the 34 pump stations as “high priority pump stations,” requiring reliability and/or safety improvements.
In 2011, the City engaged Schaaf & Wheeler to design
improvements for 32 of these pump stations. The
improvements were designed to satisfy the EPA reliability requirements and correct safety hazards, address code
violations, and implement good practices. Schaaf &
Wheeler worked with the City to phase the project to meet the City’s goals and funding requirements. Group 4 pump stations were constructed in 2021, and Group 5 is
currently being designed.
Several challenges were encountered throughout the
design process, some of which are identified below with their solutions during our design services:
▪ Difficult soil conditions, high groundwater: Detailed description of anticipated soil conditions,
dewatering requirements, design elements to
accommodate the conditions, etc.
▪ Large project with multiple subconsultants and
involved agencies: Maintained routine
correspondence, project updates, project
management, and detailed project documentation.
▪ Lack of Easement: Worked closely with the City,
surveyor, and property owners to coordinate and
obtain a new easement and to minimize impacts to
property owners.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 References, Related Experience, and Examples of Work
Schaaf & Wheeler 16
Client and Contact:
David Ng
City of Oakland
250 Frank H. Ogawa Plaza
Oakland, CA 94612
(510) 238-7267
[email protected]
Contract Value: $411,000
Construction Cost: $2M (Phase
1), $1.4M (Phase 2)
Project Duration: 2014 – 2022
Team Members:
PM: Charles D. Anderson, PE
Staff: Benjamin L. Shick, PE;
Glen M. Anderson, PE; Curran L.
Price, PE
Subconsultants:
TJC and Associates
Design of Pump Station Improvements
In order to comply with an administrative order from the EPA, the City of Oakland contracted Schaaf & Wheeler to design improvements to six of the City’s seven sanitary sewer pump stations. Designed improvements included
the installation of new wet wells or rehabilitation of existing wet wells, installation of new engine generators, new
controls, new pumps, new piping/valves, new force mains, bypass pumping connections and necessary site
improvements.
The end-goal of the project is to have low maintenance
pump stations that the City can certify for compliance with the EPA and RWQCB requirements for reliability. Each of the six stations presented unique location challenges that had to be addressed during the design, including an
adjacent creek, a busy roadway in front of a community
college, and a neighborhood with sensitive neighbors.
To mitigate these challenges, each station was evaluated for alternative design and construction options to minimize the impact to the surrounding area. For the station next to a creek, strict protection measures were put in place. For the station adjacent to a community college the station location was moved to minimize the amount of work
affecting the school. Where neighbors were concerned
about the pump station, the rehabilitation was designed to minimize the station’s visual impact by reducing equipment size and masking it with landscaping/fencing.
Schaaf & Wheeler also coordinated the project and
obtained permits from 10 different agencies during the
design process.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 References, Related Experience, and Examples of Work
Schaaf & Wheeler 17
Client and Contact:
Laura Webb
City of San Mateo
330 W. 20th Avenue
San Mateo, CA 94403
(650.522.7322
[email protected]
Contract Value: $1M
Construction Cost: $3.3M
(Phase 1), $12.4M (Phase 2
engineer’s estimate)
Project Duration: 2017 –
Current
Team Members:
PM: Benjamin L. Shick, PE
Staff: Glen M. Anderson, PE;
Curran L. Price, PE; Lawrence D.
Johnson, PE; Jonathan F.
Ondracek, EIT
Subconsultants:
TJC and Associates; Biggs
Cardosa; Cornerstone Earth
Group; Kier & Wright; WRA
Environmental Consultants;
Subtronic Corporation; Hexagon
Transportation Consultants, Inc.
East San Mateo Sanitary Sewer Lift Stations
Rehabilitation
Schaaf & Wheeler performed condition assessments,
alternatives analysis, and design services for five sanitary sewer lift stations and the associated force mains for the City of San Mateo. Throughout the alternatives analysis, we identified viable options to eliminate two lift stations and extend the adjacent gravity and force main systems.
The selected alternative included the following design
elements:
▪ Eliminate and abandon two lift stations;
▪ Replace four lift stations and their force mains; and ▪ Extend gravity sewer mains and force mains to
accommodate lift station elimination.
Phase 1 of the project was constructed in 2020 and
included elimination of one lift station, replacement of one lift station, and installation of a new force main and gravity sewer system. The design of the remaining lift stations, force mains, and gravity sewer systems was completed in 2025.
The work included deep linear excavations within poor soil conditions (Bay Mud) and high groundwater. The project
required Caltrans encroachment permits, procurement of
new electrical services from PG&E, and environmental
permitting.
The design was completed to meet City design
preferences and standards as well as to provide station reliability in conformance to the Regional Water Quality Control Board (RWQCB) reliability requirements. Each lift station has the capability to handle peak wet weather flow (PWWF), an automatic alarm and communication system,
backup or redundant equipment (pumps, controls, and
power supply), and the ability to perform bypass pumping.
To adequately meet City standards and reliability
requirements, the following main components were
proposed regardless of the selected alternatives:
▪ New wet well and new rail-mounted submersible
pumps;
▪ New valve vault with bypass pumping connection;
▪ New control panel, electrical service equipment,
and sump termination panel; and
▪ Diesel engine-generator set.
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Schaaf & Wheeler 18
Client and Contact:
Bozhena Palatnik
Associate Civil Engineer
Department of Public Works
City of Belmont
1 Twin Pines Lane
Belmont, CA 94002
(650) 595-7463
[email protected]
Contract Value: $129,000
Construction Cost: $1.86M
Project Duration: 2017 – 2019
Team Members:
PM: Benjamin L. Shick, PE
Staff: Curran L. Price, PE;
Jonathan F. Ondracek, EIT
Subconsultants:
Cornerstone Earth Group
Kier & Wright
Shoreway Sewer Design for City of Belmont
Schaaf & Wheeler assisted the City of Belmont with
assessing the feasibility of eliminating the existing sanitary sewer pump station along Shoreway Drive by installing a new deeper gravity sewer main.
The feasibility analysis included detailed topographic
surveying, geotechnical investigations, detailed utility investigations, sewer system modeling, and alternative
evaluation. As a result, the alternative of constructing a new 13-foot-deep, 15-inch PVC sewer main, demolishing
and removing the existing sewer pump station, and re-
routing all sewer laterals was selected as the most feasible and economical solution.
Subsequently, Schaaf & Wheeler developed detailed
construction documents for the design and provided bid
and construction support services.
Shoreway Drive is located in shallow Bay Mud, high
groundwater, congested utilities, heavy traffic, and
parallels U.S. 101. Therefore, Schaaf & Wheeler
developed detailed construction documents identifying the existing conditions and requirements for excavation,
trenching, shoring, dewatering, and backfilling.
The project was successfully designed and constructed
within budget and schedule. The project resulted in
significant long-term savings by eliminating an existing sewer pump station and reducing the operation and
maintenance of the previously undersized flat, sloped
sewer mains. Two sewer mains were replaced with one
larger and deeper sewer main.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Appendix A: Resumes
Schaaf & Wheeler
Appendix A: Resumes
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Benjamin L. Shick, PE has more than 20 years of experience in water resources infrastructure planning and design of wastewater conveyance systems, water supply and distribution systems, stormwater systems, and pump stations.
Ben has conducted floodplain investigation, shoreline protection studies, drainage studies, channel design and modeling, water rights permitting, wetland analysis and design, small bridge design, infrastructure design, surveying, construction management, and construction quality control testing. He has been involved with all project phases, from initiation to construction document preparation and construction support.
Selected Project Experience
Wastewater Systems
Lower Linda Mar
Rehabilitation and Repair
Project
City of Pacifica
2023 Sanitary Sewer
Rehabilitation Project
City of Belmont
Frontage Road Force Main
Replacement
City of Mill Valley
Basin C Sewer Rehabilitation
City of San Mateo
Basin E Sewer Rehabilitation
City of San Mateo
West Valley Logistics
Sanitary Sewer Pump Station
City of Fontana
El Camino Drive Sewer
Rehabilitation
Town of Corte Madera
FY 2020/21 Sewer
Assessment and Design
City of Mill Valley
2020 Sewer Repair and
Replacement Project
San Rafael Sanitary District
Sanitary Sewer Improvement
Project
City of Morgan Hill
Old County Road and El
Camino Sewer and Storm
Drain Improvements
City of Belmont
2020 Sewer Rehabilitation
Project
Town of Corte Madera
Woodland Avenue Sewer
Improvements
San Rafael Sanitary District
2019 Sewer Repair Project
City of Mill Valley
El Camino Sewer
Rehabilitation
City of San Mateo
FY 2019/20 Force Main
Appurtenance Project
Ross Valley Sanitary District
North Road Sanitary Sewer
Pump Station and Force
Main
City of Belmont
East San Mateo Sanitary
Sewer Pump Station
City of San Mateo
Ocean Colony Pump Station
and Force Main Design
City of Half Moon Bay
Sewer Main and Water Main
Replacement
Mid-Peninsula Water District
& City of Belmont
Sanitary Sewer Lift Station
Rehabilitation Design
City of San Mateo
Wastewater Pump Stations
Assessment
Delta Diablo
Sanitary Sewer Rehabilitation
and Replacement
Rehabilitation Projects
City of Belmont
Benjamin L. Shick, PE
Vice President
Education
BSCE, Montana State
University-Bozeman
MSCE, Montana State
University-Bozeman
Licenses
Registered Civil Engineer
California C68813
Affiliations
American Society of Civil
Engineers
Floodplain Management
Association
Software
AutoCAD, WaterCAD, HEC-
RAS, HEC-HMS, GeoRAS,
MOUSE, ArcGIS 9.0
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Sanitary Sewer Rehabilitation
Project
City of San Mateo
Force Main Appurtenance
Projects
Ross Valley Sanitary District
On-Call Mechanical
Engineering Services for
Stormwater Pump Stations
City of Alameda
Pump Station Improvements
Project
City of Oakland
Northside & Rabello Sanitary
Sewer Pump Station Bypass
& Meter Relocation
City of Santa Clara
Sanitary Sewer Pump Station
Evaluation and Design
Town of Hillsborough
Sanitary Sewer Pump Station
Evaluation
Ross Valley Sanitary District
Pump Station Review and
Recommendations
Sewer Authority Mid-
Coastside
Cabrillo Avenue Sewer Main
Abandonment and
Replacement
City of Santa Clara
Citywide Sanitary Sewer
Pump Station Rehabilitation
City of Fontana
Rehabilitation Design of 32
Sanitary Sewer Pump Station
City of Alameda
Mariner’s Island #5 and #6
Pump Station Replacement
City of San Mateo
Sanitary Sewer Pump Station
Evaluation
City of Santa Clara
Citywide Sanitary Sewer
Pump Station Study
City of San Mateo
Alameda Sanitary Sewer
Pump Station Assessment
City of Alameda
Stormwater Planning and
Design
Laurel Ave Storm Drain
Improvement Project
City of Larkspur
2022 Storm Drain
Improvements
Town of Corte Madera
Large Full Trash Capture
Device Project
City of Hayward
Storm Drain Pump Station
Assessment
City of Larkspur
MCSTOPP Full Trash
Capture Device Project
City of San Rafael
Old County Road Storm
Drain Improvements
City of Belmont
NEI Stormwater Pump
Station Design
City of Tracy
Storm Drain Pump Station
Improvements
City of Alameda
Los Gamos Storm Drain
Alternatives
City of San Rafael
Storm Drain Rehabilitation
Design
City of Belmont
Livermore Flood Damage
Assistance
City of Livermore
Mechanical Engineering
Services
City of Alameda
Cove Stormwater Pump
Station and Collection
System Evaluation
Marin County
Woodside Storm Drain
Rehabilitation, Phase I and II
Town of Woodside
16th Avenue Storm Drain
Study
City of San Mateo
Water System Design
Trevarno Rd Water
Improvements
City of Livermore
Ralphine Tank Water Quality
and Piping Evaluation
Sonoma Water
Old County Road Water Main
Improvements
Mid-Peninsula Water District
Water Main Replacement
Mid-Peninsula Water District
Long-Term Capital Needs
Assessment
Caspar Services Company
El Camino Water and Sewer
Replacement
City of Santa Clara
D&E Reservoir Design and
Construction Management
Marina Coast Water District
Well #10 Rehabilitation
Marina Coast Water District
Karns Hillside Addition Water
System Design
Jackson Hole, WY
Teton Springs Water System
Design
Teton Springs Real Estate
Hydrology, Hydraulics, and
Floodplain Management
Calwater Tank Overflow
Analysis
City of San Mateo
Airport Flood Protection
Project
City of Livermore
San Tomas Aquino Creek
Flood Study
Santa Clara Valley Water
District
San Mateo Bayfront Levee
Improvements
City of San Mateo
Arroyo Mocho & Las Positas
CLOMR; El Charro Specific
Plan CLOMR/LOMR
City of Livermore
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Charles D. Anderson, PE has nearly 40 years of experience in the areas of flood control and drainage, water supply and distribution, wastewater collection and pumping, surface water hydrology, and groundwater. As a project manager, he is involved in all phases of project management and implementation, from project feasibility to construction document preparation and construction support for a wide range of public and private clients.
Chuck’s projects generally have multidisciplinary teams that help policy makers arrive at reliable decisions for protecting communities from flood risk and the threat of climate change, most particularly sea level rise. Having recently completed the Foster City Levee Improvement Project, he is now leading the Millbrae and Burlingame Shoreline Resilience Project and beginning the SAFER Bay Project in Menlo Park.
Chuck demonstrates expertise in watershed and stochastic hydrology, open-channel hydraulics, closed conduit hydraulics, pump station design, and storm drainage. His background also includes pipeline design, storage tank design, pump station design, hydraulic network modeling, wastewater collection including septic systems, sanitary sewer design, pump station design, sanitary sewer modeling, and master planning.
Selected Project Experience
Floodplain Management and
Infrastructure
West Channel Enhancement
Google, Inc.
San Francisquito-Adobe
Creek Flood Study
Wood Rogers/Valley Water
Miller Creek Floodplain
Forensics and Testimony
Marin County/SMART
San Felipe Road Floodplain
Giacalone Management, Inc.
Foster City Levee
Improvements
City of Foster City
Annual Levee Inspection
City of San Mateo
Millbrae and Burlingame
Shoreline Resilience Project
San Mateo County Flood and
Sea Level Rise Resiliency
District (OneShoreline)
Downtown West Los Gatos
Creek Restoration
Google, Inc.
Berryessa/Penitencia
Watershed Flood Study
Wood Rogers/Valley Water
Palo Alto Flood Basin Sea
Level Rise Impact Study
Valley Water
Lower Penitencia Creek
Improvements
Wood Rogers/Valley Water
Stevens Creek Levee
Improvements
City of Mountain View
Colma Creek Floodplain
Analaysis
City of South San Francisco
Guadalupe River Bridge
Hydraulics at Railyard Place
Biggs Cardosa Associates
Upper Llagas Creek Flood
Protection Project
Woodard & Curran/Valley
Water
Permanente Creek Flood
Protection Project
Mott MacDonald/Valley
Water
Education
BCE, Georgia Institute of
Technology
MSCE (Water Resource
Engineering), Stanford
University
Licenses
Registered Civil Engineer,
California C43776
Hawaii 15647
Nevada 11518
Washington 39715
Affiliations
American Council of
Engineering Consultants
American Society of Civil
Engineers
Floodplain Management
Association
Charles D.
Anderson, PE
President
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Stormwater Pump Stations
Chrysler Pump Station
Rehabilitation (230 cfs)
City of Menlo Park
Coyote Point and Poplar
Avenue Pump Station
Rehabilitation (350 cfs each)
City of San Mateo
Matadero Creek Storm Water
Pump Station (390 cfs)
City of Palo Alto
Design of Gippetti Pump
Stations, Stormwater and
Sewer Pump Stations
RJA & Assoc.
City of Sunnyvale WPCP
Master Plan
HDR, Inc.
Northside Pump Station
Upgrades (180 cfs)
City of Alameda
San Francisquito Creek
Storm Water Pump Station
(300 cfs)
City of Palo Alto
Baylands Storm Water Pump
Station No. 1
City of Sunnyvale
Railroad Avenue OC
Pumping Plant for Route 4 in
Pittsburg
Mark Thomas &
Company/Caltrans
Freedom Circle Stormwater
Pump Station (70 cfs)
City of Santa Clara
Nelo-Victor Stormwater
Pump Station Rehabilitation
(200 cfs)
City of Santa Clara
Rambo Pump Station
(150 cfs)
City of Santa Clara
Gianera Pump Station
City of Santa Clara
Wastewater System Planning
and Design
Sierra Point Sewage Pump
Station
City of Brisbane/Wilsey Ham
Sanitary Sewer Pump Station
Assessements
City of Alameda
Rehabilitation of So. San
Francisco Sewage Pump
Stations 1, 2, 3, 4, 6, 7 and 8
City of South San Francisco
South Trunk Relief Line
City of San Mateo
Sanitary Sewer Disposal
System and Leachfields for
Coyote Creek Golf Club
Castle & Cooke
Purissima Sanitary Pumping
Station
Los Altos Hills
O’Keefe Road Sanitary Pump
Station Relocation
Biggs Cardosa Inc.
Mariner’s Island No. 2
Sanitary Sewer Pump Station
City of San Mateo
Stormwater System Planning
and Design
Diridon Station Area
Infrastructure Analysis
HMH Engineers
Warren Avenue Storm Drain
Assessment
City of San Mateo
Storm Drain Master Plans
Half Moon Bay, Santa Clara,
Milpitas, Alameda, Livermore,
and San Mateo
Laguna Area Storm Drain
Analysis
City of Burlingame
Esplanade Storm Drain
Outfall Replacement
Cotton Shires/City of Pacifica
Storm Drain Infrastructure
Program Management
City of Belmont
East Laurel Creek Culvert
Repair and Erosion Control
City of Belmont
Greenwood Avenue and
Barroihlet Avenue Storm
Drain Improvements
City of San Mateo
Soscol Area Residual
Drainage Master Plan
City of Napa
Interior Drainage
Analysis/LOMR for Lower
Guadalupe River Project
CH2M-Hill and SCVWD
Water Supply, Storage, and
Distribution
Anderson Dam Seismic
Retrofit Project
Valley Water
Bear Gulch Reservoir PMF
California Water Service
Company
Vista Pump Station and
Water Tank Improvement
Town of Hillsborough/CSG
Consultants
Water System Network
Modeling, Flow Testing, &
Fire Flow Calculations
City of San Jose
Potable wells, storage tanks,
and water mains for Coyote
Valley Specific Plan
City of San Jose
Well Nos. C-20, C-21, C-22,
and C-23
City of San Jose
Environmental Planning and
Restoration
South Bay Shoreline Ecotone
H.T. Harvey and
Associates/Coastal
Conservancy
Climate Change Impact
Analyses
Alameda, Foster City, Menlo
Park, Newark, San Jose, and
San Mateo
Envision San Jose 2040
General Plan EIR Hydrology
and Water Quality
David J. Powers and Assoc
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Daniel J. Schaaf, PE has over 25 years of project experience encompassing the areas of flood control and drainage, surface water hydrology, and physical and numerical modeling. Dan has managed several large hydrology/hydraulics, flood control, and drainage projects.
He is skilled in open-channel hydraulics, coastal and estuary processes, 1D and 2D modeling, urban hydrology, floodplain mapping, and storm drain master planning. He is currently working on implementing modeling projects that integrate pipe and surface flows using sophisticated 2D modeling software. He has performed several FEMA Flood Insurance Studies and Letters of Map Revisions for clients throughout California, Utah, and Arizona.
Selected Project Experience
Planning and Design
Guadalupe Quarry Drainage
Study – Brisbane
Private Client
Storm Drain Master Plan
Update
City of San Mateo
Storm Drain Master Plan
City of San Leandro
Storm Drain Master Plan
Marin City
Storm Drain Master Plan
Santa Cruz County Zone 5
Storm Drain Master Plan
City of Seaside
Storm Drain Master Plan
City of Livermore
Storm Drain Master Plan
City of Carmel
Storm Drain Master Plan
City of Larkspur
Storm Drain Master Plan
City of Cupertino
Citywide Flood Control and
Storm Drainage Master Plan
City of Mill Valley
Los Gamos Drainage Study
City of San Rafael
Hermosa Beach Storm Drain
Master Plan
City of Hermosa Beach
Marin City Drainage Gaging
Marin County Flood Control
and Water Conservation
District
O’Connor Pump Station
Improvement Feasibility
Study
City of East Palo Alto
Stormwater Master Plan
City of Mountain View
Alameda Point Storm Drain
Review
Alameda Point Partners, LLC
Half Moon Bay Stormwater
Master Plan & Kehoe Ditch
Hydraulic Analysis
City of Half Moon Bay
Cove Stormwater Pump
Station Evaluation
County of Marin
Stormwater Master Plan
City of Palo Alto
Northside Pump Station
Design
City of Alameda, Public
Works Department
Storm Drain Master Plan and
Sea Level Rise Study
City of Alameda
Education
BSCE, San Jose State
University
MSCE (Water Resource
Engineering), San Jose
State University
Licenses
Registered Civil Engineer,
California C57617, Arizona
82401, Utah 14191892-2202
Affiliations
American Society of Civil
Engineers
Floodplain Management
Association
Software
GeoHEC-HMS, GeoHEC-
RAS, Flo-2D, MIKE+, MIKE
11, MIKE 21, MIKE-URBAN,
EPA SWMM, InfoSWMM,
XP-SWMM, InfoWorks ICM,
QUAL2E, RMA-2, RMA-10,
EPA-Net, ArcPro, Spatial
Analyst, 3D Analyst,
AutoCAD, BAHM
Daniel J. Schaaf, PE
Vice President
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Hydrology and Hydraulics
Diridon Station Flood Design
Peninsula Joint Powers
Board
Napa County Bridge
Replacement Scour Analyses
County of Napa
BART to Silicon Valley II
500-year Design
Valley Transportation
Authority
King City Golf Course
January 2023 Flood
Mitigation
City of King City
January 2024 Storm Damage
Repairs
City of Livermore
East Fork San Luis Obispo
Creek Hydrology and
Hydraulics Study
County of San Luis Obispo
Bear Gulch Reservoir PMF
Study
California Water Service
Company
Dam Failure Studies
Alameda County Water
District
Laurel Dam Failure
Inundation Study
City of San Mateo
City of Fremont Old Canyon
Road Bridge Scour Analyses
City of Fremont
Woodside Water Tank
Failure Analysis
California Water Service
Company
Cove Pump Station Hydraulic
Study (Tiburon)
Marin County Public Works
Alameda Sea Level Rise
Study
City of Alameda
Hydrologic & Hydraulic Model
for Zone 7 Watershed
Zone 7 Water Agency
Greenwood Road Culvert
Replacement Hydrologic
Study
County of Napa
Oakville Cross Road Bridge
Replacement No-Rise Study
County of Napa
Groundwater Replenishment
- Urban Runoff Capture at
Lake El Estero
City of Monterey
Review of Hydraulic Model
for Lower Carmel River
Carmel Area Wastewater
District
Pajaro River Breaching
Alternatives
County of Santa Cruz
El Charro Specific Plan
Hydrology Study
City of Livermore
Napa Sonoma Salt Marsh
Restoration
US Army Corps of Engineers
Highway 46/101 Drainage
Study
City of Paso Robles
Floodplain Management
El Charro LOMR
City of Livermore
Colma Creek LOMR
City of South San Francisco
Monterey County Flood
Insurance Study Peer Review
City of Gonzales and City of
Soledad
Laguna Water Treatment
Interior Flood Study
City of Santa Rosa
Laguna Water Treatment
Flood Protection Study
City of Santa Rosa
2017 Storm Damage Repairs
City of Livermore
Napa River LOMR (Oakville)
Napa County Public Works
Emergency Flood Control
Strategy
City of Livermore
Livermore Airport Flood
Protection Planning
City of Livermore
Dam Break Analyses and
Inundation Mapping for Little
Grass Valley, Sly Creek, and
Lost Creek Dams
South Feather Water Agency
Bear Gulch Station 46 Tank
Failure Inundation Study
California Water Resource
Company
Silicon Valley BART
Extension Floodplain Study
Valley Transit Authority
San Tomas Aquino Flood
Study
Santa Clara Valley Water
District
Flood Analysis and Bayfront
Levee Wave Analysis
City of San Mateo
Arroyo Las Positas and
Arroyo Mocho CLOMR
City of Livermore
River and Stream
Enhancement
Arroyo Las Positas Golf
Course Restoration and
Flood Control Project
City of Livermore
Cottonwood Creek Bank
Stabilization and Geomorphic
Design
City of Livermore
Arroyo Mocho at Holmes
Street Geomorphic Design
City of Livermore
Livermore Stream
Management Plan
City of Livermore
Altamont Creek Oil Removal
Study
City of Livermore
Reclamation Ditch Channel
Study
Monterey County Water
Resources Agency
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Curran L. Price, PE has over 15 years of experience in infrastructure and capital improvement design, including wastewater facilities, water pipelines, flood control, and slope stabilization projects.
Curran has been involved with all phases from project conception to document preparation and construction support. Curran is adept at preparing plans and specifications, performing calculations, cost estimates, and site inspections.
Curran has provided engineering services for sewer mains and water pipelines in Caltrans and railroad right of ways. Curran has completed the design of over 100 constructed projects.
Selected Project Experience
Wastewater Systems
Shalako Pump Station
Rancho Cordova
Prologis Sanitary Sewer
Pump Station
Brisbane
Sewer Siphon Cleaning and
Inspection, Phase 2
City of Sunnyvale
Lower Linda Mar
Rehabilitation and Repair
Project
City of Pacifica
East Blithedale Rehabilitation
Project
City of Mill Valley
Frontage Road Force Main
Replacement
City of Mill Valley
Redwood Highway Sewer
Rehabilitation Project
Town of Corte Madera
2020 Sewer Rehabilitation
Project
Town of Corte Madera
Woodland Avenue Sewer
Improvement Project
San Rafael Sanitation District
Pump Station Rehabilitation
City of Alameda
Sanitary Sewer Rehabilitation
Projects
City of Belmont
North Road Pump Station
Rehabilitation
City of Belmont
Ocean Colony Sanitary
Sewer and Force Main
Rehabilitation Project
City of Half Moon Bay
Force Main Appurtenance
Project
Ross Valley Sanitary District
Shoreway Road Sanitary
Sewer Replacement
City of Belmont
Sanitary Sewer and Manhole
Rehabilitation Project
City of San Mateo
Basin E Sanitary Sewer
Rehabilitation
City of San Mateo
Sewer Pump Station
Improvements Project
Town of Hillsborough
Sanitary Sewer Pump Station
Rehabilitation Project
City of Oakland
Sanitary Sewer Main
Emergency Repair
City of Half Moon Bay
Sanitary Sewer Pump Station
Evaluation
City of Half Moon Bay
Trunk Main Replacement
Phase 4
Sonoma
Agua Caliente Creek
Replacement of Sewer Trunk
Main with Double Barrel
Siphon
Sonoma
Sanitation Local Hazard
Mitigation Plan
Sonoma & Guerneville
Education
BSCE, California State
Polytechnic University,
Pomona
Licenses
Registered Professional
Engineer, California
C74913
Certificates
NAASCO PACP, LACP,
MACP #U-815-07000537
Affiliations
Redwood Empire ASCE
Curran L. Price, PE
Senior Engineer
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Lateral Sewer Replacement
Program
Occidental
Gloria Meekland Sewer and
Water Replacement
Santa Rosa
Water Delivery Systems
Sanitary Sewer and Water
Rehabilitation Project
City of Belmont & Mid-
Peninsula Water District
McGill Road Recycled Water
Pipeline
Sonoma
Fifth Street East Recycled
Water Pipeline
Sonoma
Seismic Hazards Mitigation
for 48-inch Pipeline at
Russian River Crossing
Forestville
Alternative Pipe Material for
Corrosion Resistance,
Collector 6 Chlorine Lines
Forestville
Stormwater, Hydrology and
Hydraulics, and Floodplain
Management
San Pablo Creek Culvert
Repair Project
City of Orinda
2023 Storm Drain
Rehabilitation Project
City of Larkspur
Stormwater Drainage
Improvement, Stone Valley
Middle School
Alamo
Floodplain Storage Analysis
for Z-Best Compost Facility
Santa Clara County
El Camino Real and Old
County Road Rehabilitation
Project
City of Belmont
Storm Drain Improvement
Project
City of Belmont
Storm Drain Master Plan
City of Alameda
Storm Drain Master Plan
City of Carmel
Storm Drain Rehabilitations
for Deteriorated Culverts
Town of Woodside
Cove Stormwater Pump
Station Evaluation
Marin County
Crest Stormwater Pump
Station Evaluation
Marin County
Flood Study Green Valley
Creek Crossing
Graton
Other Projects
Shoring Systems Design for
Water Pipelines at 405
Freeway
Los Angeles
Soil Nail Wall Design for
Hyrum Water Tanks
Provo, Utah
Excavation Design for
Transbay Transit Center
San Francisco
Project Management of Soil
Nail, MSE, and Soldier Pile
Walls Rambla Vista Dr.
Malibu
Perimeter Wall Design for
Protection from Liquifiable
Soils
Kaiser Hospital, Redwood
City
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Lawrence D. Johnson, PE has more than 12 years of experience with hydraulic systems, urban water systems, groundwater hydraulics, open-channel hydraulics, water wells, and GIS applications to water resources. In addition, Larry has extensive knowledge in pump station design and assessment. Larry also has experience in floodplain hydraulics, mapping, CLOMR/LOMR applications, and floodplain impact assessments.
Selected Project Experience
Hydraulics and Hydrology
BART SVBII
VTA/Mott McDonald Wong
Main Street Flood Study
City of Milpitas
Ciolino Trash Capture Design
Mark Thomas/City of Morgan
Hill
New Horizons Hydrology
RJA/City of Morgan Hill
16720 Monterey Road Flood
Study
RAMCAM/City of Morgan Hill
Tarob Court Flood Study
True Life Company/City of
Milpitas
The Crossings at Monterey
Flood Study
Hanna Brunetti/City of
Morgan Hill
Rancho Vista Flood Study
VVH Consulting/City of San
Juan Bautista
Lower Penitencia Creek
Improvements Project
Wood Rogers/SCVWD
16770 Monterey Road Flood
Study
City of Morgan Hill
Laurel Creek Hydraulic
Modeling
City of Hillsdale
Centre Point Drive Flood
Analysis and FEMA
Applications
City of Milpitas
McCandless Drive Flood
Analysis and CLOMR
Appliation
City of Milpitas
KB Homes, Piper Drive
Floodplain Analysis and
FEMA Applications
City of Milpitas
Lennar Homes, 450
Montague Flood Analysis and
FEMA Applications
City of Milpitas
Saratoga Creek Trail
Hydraulics Impacts
City of Santa Clara
Upper Llagas Creek Flood
Protection Project
Santa Clara Valley Water
District
Sanitary Sewer Rehabilitation
Modeling
City of Belmont
Airport Flood Protection
Study
City of Livermore
San Tomas Aquino Creek
Flood Study
SCVWD
Permanente Creek and
McKelvey Park Pump Station
Mott MacDonald/SCVWD
Zone 7 Watershed Hydrology
and Hydraulics
Zone 7 Water Agency
Silicon Valley BART
Extension Floodplain
Analysis
Santa Clara Valley
Transportation Authority
Education
BSCE, California
Polytechnic State
University, San Luis
Obispo
MSCE California
Polytechnic State
University, San Luis
Obispo
Licenses
Registered Civil Engineer,
California 84183
Software
WaterCAD, StormCAD,
InfoWater, InfoSWMM,
AutoCAD, ArcGIS, FLO-
2D, EPANET, EPASWMM,
HEC-RAS, HEC-HMS,
HEC1, HEC2
Lawrence D. Johnson, PE
Senior Project Manager
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Pump Stations
Redwood Shores SSPS 22
and 23
City of Redwood City
Paradise SSPS
Town of Corte Madera
Shoreline IPS Design
City of Mountain View
Wilson SDPS
City of Petaluma
PS1 and Soquel SDPS
City of Santa Cruz
599 Airpark SDPS
Kier & Wright/ Stockton
Mariposa N4 SDPS
Kier & Wright/ Stockton
Ferry Point Lift Station
City of Richmond
Kings Village Sanitary Sewer
Pump Station Design
Devcon
Vista Cove Sanitary Sewer
Pump Station Design
Sancerra/City of Vallejo
NEI Stormwater Pump
Station Design
Kier & Wright/City of Tracy
Napa Logistics Sanitary
Sewer Pump Station Design
City of American Canyon
Mountain View Shoreline
Sewer Pump Station
Improvements Design
City of Mountain View
Stanford Codiga Resource
Center Sewer Pump Station
Assessment
Stanford University
Stanford East Campus
Stormwater Pump Station
Stanford University
Stanford Lakehouse Pump
Station Design
Stanford University
Facebook MPR 29
Stormwater Pump Design
Kier & Wright/Facebook
Facebook MPK 22
Stormwater Pump Design
Kier & Wright/Facebook
Facebook MPK 21 Pump
Station Design
Kier & Wright/Facebook
Infomart Building B Pump
Station Design
Kier & Wright/Infomart Data
Centers
Stevenson Place Mid Pen
Storm Drain Pump Station
Design
Civil Engineering
Associates/City of Fremont
Wren Avenue / Cambridge
Place Stormwater Pump
Stations
RJA/City of Gilroy
CenterCal “The Veranda”
Stormwater and Sanitary
Sewer Pump Station
Kier & Wright/City of Concord
DCT Industrial Stormwater
Pump Station
Kier & Wright/City of Tracy
Santa Clara Square Phase 2
Stormwater Pump Stations
Preston Pipelines/City of
Santa Clara
Sanitary Sewer Pump Station
& Trunk Alternative Study
City of Mountain View
Home Ranch Pump Station
Gippetti Pump Stations
RJA/City of Gilroy
Bass Lake Sanitary Sewer
Pump Station Rehabilitation
CSA 2A and 2B, County of
Madera
Santa Clara Gateway Pump
Station Review (2 Pump
Stations)
Santa Clara
Watson Ranch Sewer Pump
Station
ECSC Corp.
Water Delivery Systems
Reservoir 2 Improvements
MCWD
Fontenay, Sequoia, Mt.
Roberta, and El Pueblo Tank
Improvements
SVWD
Communications Hill Phase 3
SJWC/HMH
Watson Ranch Newell
Booster Station
CBG/ City of American
Canyon
Geomax II Onsite Water
RJA/City of Milpitas
Geomax Onsite Water
RJA/City of Milpitas
Fairfield Onsite Water
RJA/City of Fairfield
Piercy Fire Flow Analysis
Kier & Wright/San Jose
Point Richmond Onsite Water
Analysis
RJA/City of Richmond
Memorex Fire Flow Analysis
HMH/Santa Clara
Evergreen Circle Onsite
Water Analysis
Kier & Wright/San Jose
4th and Grant Onsite Water
Analysis
Novato
Jones and Oak Onsite Water
Analysis
RJA/Walnut Creek
Springhill Suites Fire Flow
Analysis
RJA/Pleasanton
San Felipe Ranch Onsite
Water Surge Modeling
Morgan Hill
Centre Pointe Building A
Onsite Water Modeling
RJA/City of Milpitas
San Aleso Avenue Fire Flow
Analysis
RJA/City of Sunnyvale
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Jonathan F. Ondracek, EIT has experience in modeling and design for stormwater and wastewater infrastructure projects. He is proficient in running hydraulic models to solve drainage issues and conduct level surveys for small design projects. Jonathan has 7 years of experience working on drainage issues, and sanitary sewer projects with the City of Fort Wayne, Indiana. He also has 8 years of experience working throughout the Bay Area on a variety of projects such as: sanitary sewer pump station rehabilitation projects, storm drain improvements, roadway improvements, and sanitary sewer rehabilitation projects.
Selected Project Experience
Stormwater Systems
Planning and Design
Arroyo Las Positas Flood
Mitigation Project
City of Livermore
Heatherwood Storm Water
Pump Station Rehabilitation
Project
City of Larkspur
2023 Storm Damage Repair
Project
City of Livermore
2023 Storm Damage Repairs
Project Arroyo Mocho
City of Livermore
Storm Drain Pump Station
Electrical Upgrades
City of Alameda
Athlone Pump Station
Investigation
City of Atherton
Belmont Storm Drain
Improvement Project
City of Belmont
Little Wolf Creek Culvert
Rehabilitation Pipe
Replacement Project
City of Grass Valley
MCSTOPPP/ San Rafael
Trash Capture Project
City of San Rafael
Laurel Avenue Storm Drain
Improvements Project
City of Larkspur
Sandy Tatum Learning
Center First Tee Harding
Park Project
City of San Francisco
Pilarcitos Avenue/Kehoe
Watercourse Outfall Repair
Project
City of Half Moon Bay
Hydrology & Hydraulics
Los Gamos and Oleander
Drainage Study
City of San Rafael
Wastewater System Planning
and Design
On-Call Sanitary Sewer
Design
City of San Mateo
Mill Valley Citywide Sanitary
Sewer Assessment and CIP
City of Mill Valley
2019 Sewer Repair Project
City of Mill Valley
2021 Sewer Repair and
Replacement Project
City of Mill Valley
2024 Sanitary Sewer System
Improvements Project
City of Mill Valley
2020 Sewer Pipe Repair and
Replacement
City of San Rafael
2023 Sewer Pipe Repair and
Replacement
City of San Rafael
Rich & Industrial Sewer
Improvement Project
Town of Corte Madera
2021 Sewer Rehabilitation
Project
Town of Corte Madera
2020 Sewer Rehabilitation
Project
Town of Corte Madera
Citywide Sanitary Sewer
Assessment and Capital
Improvement Plan
Education
BSCE, Purdue University,
Indiana
Licenses
Registered EIT Indiana
Affiliations
Dale Carnegie Management
Training
Software
AutoCAD Civil3d, AutoCAD
LT, EPASWMM 5, Mike
Urban, ArcGIS
Jonathan F.
Ondracek, EIT
Assistant Engineer
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
City of Mill Valley
Port of Oakland Seaport
CCTV Inspection
Port of Oakland
Tamarind Pump Station
Improvement
City of Fontana
2020 Inflow and Infiltration
Sewer Repair Project
City of Morgan Hill
FY 2019/20 Force Main
Appurtenance Project
Ross Valley Sanitation
District
Sewer Pump Station
Improvements – Phase 2
Town of Hillsborough
North Road Pump Station
and Force Main
Rehabilitation Project
City of Belmont
Building M101 Sanitary
Sewer Lateral Repair
Port of Oakland
Industry Pump Station
Improvement
City of Fontana
Shoreway Sewer
Replacement Project
City of Belmont
Sanitary Sewer Easement
Rehabilitation Project
City of Belmont
El Camino Real Sanitary
Sewer Rehabilitation Project
City of San Mateo
East San Mateo Sanitary
Sewer Lift Station
Rehabilitation Project
City of San Mateo
Laurie Meadows and
Woodbridge Lift Station
Project
City of San Mateo
Northside and Rabello Flow
Meter and Force Main
Appurtenance Project
City of Santa Clara
Pump Station Facilities
Repair Project Antioch Pump
Station Project
County of Contra Costa
West Valley Logistics Center
Sanitary Sewer Pump Station
Project
City of Fontana
Basin E Sanitary Sewer
Rehabilitation Project
City of San Mateo
CAT 5 Sewer Rehabilitation
Project
Town of Corte Madera
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Resumes
Schaaf & Wheeler
Joshua Vandermeyde has more than four years of experience providing design engineering services.
Recently, he worked as a plumbing and fire protection design engineer at Meyers+ Engineers, where he designed systems on Revit and AutoCAD for all phases of design. He has experience in residential, office, education, and lab use buildings, low to high rise.
He has designed efficient routing of plumbing systems, sized pressure and gravity systems to code requirements, and performed calculations to size and select equipment (pumps, water heaters, interceptors, etc.) to fit building load requirements.
Joshua is currently designing storm and sewer improvements for several municipalities in the greater Bay Area. He has completed assessment reports and design documents for these improvements.
Selected Project Experience
Trash Capture
Ukiah Trash Capture Design
County of Mendocino
Livermore Trash Capture
Design
City of Livermore
Stormwater Systems
Madera Gardens Storm
Improvement
Town of Corte Madera
Colma Creek Channel
Assessment
County of San Mateo
Pillar Point SD CCTV
Evaluation
County of San Mateo
Sewer Systems
Madera Gardens Sewer
Improvement
Town of Corte Madera
2023 Sewer Improvement
San Rafael Sanitation District
Group 5 Sewer Pump Station
Improvements
Alameda Public Works
Department
Lower Linda Mar Sewer
Improvements
City of Pacifica
Joshua Vandermeyde
Assistant Engineer
Education
BS,Civil and
Environmental
Engineering, UC Davis
Software
ArcGIS, AutoCAD,
Bluebeam, Revit
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
Nicholas S. Devlin, P.E.
Principal Engineer
Nicholas S. Devlin, P.E., Principal Engineer, has over 19 years of experience in geotechnical engineering, and has performed geotechnical investigations for public works, commercial, educational, residential and energy projects throughout the San Francisco Bay Area and California. He also has experience in deep foundations, pavement rehabilitation, excavation shoring and dewatering, soil stabilization, earthwork operations, seismic design, liquefaction analysis, ground improvement, and slope stability.
Nick has been involved in a wide variety of civil and
geotechnical engineering projects. Included in his
background are the analysis and repair of asphalt concrete pavement, mass grading, building and retaining structures, development of recommendations for open-cut excavations, shoring, dewatering, trenchless installations, jacking criteria, and backfill criteria.
Relevant Experience
Mr. Devlin’s relevant experience includes the following projects.
▪ Southshore Intake Pump Station Erosion, Alameda
▪ Sewer Pump Stations Upgrades - Group 5, Alameda
▪ Sewer Pump Stations Upgrades – Phase 4, Alameda
▪ Fifth Street Sewer Main Replacement, Morgan Hill
▪ Leong Drive Water/Sewer Mains Replacement, Mountain
View
▪ Sanitary Sewer Lift Stations Rehabilitation and Replacement at Kehoe Avenue/Kelly Street, Laurie Meadows
Drive/Woodbridge Circle, and Los Prados Street/South
Norfolk Street, San Mateo
▪ El Camino Sanitary Sewer Rehabilitation, San Mateo
▪ Basin E Sanitary Sewer Rehabilitation, San Mateo
▪ Poplar Pump Station Trash Capture Devices, San Mateo
▪ Glen Park Pump Station/Tank Facility Improvements,
Brisbane
▪ Ocean Colony Pump Station and Force Main, Half Moon Bay ▪ Pilarcitos Creek Storm Drain Outfall, Half Moon Bay
▪ Crestmoor-Lomita Pump Stations, San Bruno
▪ Shoreway Road Sanitary Sewer Main Replacement, Belmont ▪ 2015 Storm Drain Improvements, Belmont
▪ Cherry Creek Water Pump Station, Hillsborough
▪ Laurelwood/Victor Stormwater Pump Station Renovation, Santa Clara
▪ North Road Pump Station Rehabilitation, Belmont
▪ Athlone Terrace Trash Capture, Redwood City
Education
Master of Science, Geotechnical
Engineering, University of California
Berkeley, 2011
Bachelor of Science, Civil Engineering,
San Jose State University, San Jose,
2006
Professional Registrations
Registered Civil Engineer:
No. 75613, State of California
Professional Organizations
ASCE - American Society of Civil
Engineers
U.C. Berkeley Geotechnical Society
Recent Professional Education
Cone Penetrometer Testing (CPT)
Training (2007)
APACA Hot Mix Asphalt (HMA) Design
Course (2008)
ASCE Rock and Slope Stability Course
(2008)
AIA Professional Development
Certification (2009)
Availability for This Contract
Approximately 25-75 percent with
support by other Cornerstone staff
members.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
ANTHONY NOTARO, PE
Structures Manager, Biggs Cardosa Associates, Inc.
Anthony Notaro joined Biggs Cardosa in 1991, after serving with the U.S. Army Corps of Engineers. He has over 35 years of experience in structural engineering with an emphasis on transportation and infrastructure projects. He has been a Project Manager on numerous projects including new construction, rehabilitation and/or seismic retrofit of various pedestrian, vehi cular, and rail bridge structures, retaining wall and soundwall structures, and various hydraulic structures including tanks, pump stations, junction boxes, floodwalls, drainage channels and creek trail facilities.
RELEVANT PROJECT EXPERIENCE
Bridge Assessment, Design and Repair
I-580 WB HOV Widening Project, Alameda County, CA: Quality Control Engineer for the independent check for the design of five bridge structure widening, one reinforced concrete box culvert extension and numerous retaining walls along I -580 in the cities of Pleasanton and Livermore.
City-Wide Bridge Assessment , Palo Alto, CA: Project Manager for the structural assessment of 60 City -owned bridge and culvert structures to assist the City with identifying existing conditions and management of these transportation resources. Project included developing an accurate inventory of the 100 plus bridge and culvert structures within the City of Palo Alto, assessment of 60 bridge and culvert structures not otherwise inspected by Caltrans and identifying and prioritizing recommended mitigations.
City-Wide Bridge and Culvert Structural Assessment and Rehabilitation , Mountain View, CA: Project Manager for the structural assessment of forty timber, steel and concrete bridge and box culvert structures along Permanente Creek, Permanente Diversion, and Stevens Creek, including the replacement of one bridge, the upgrade of two reinforced box culvert structures, rehabilitation of a ¾ mile reinforced culvert between Californ ia Street and El Camino Real and repair of 16 bridge and culvert structures.
Old Mountain View - Alviso Road Bridge Replacement (HBP), Sunnyvale, CA: Engineering Manager for the replacement of an existing five -span reinforced concrete T -girder bridge over Calabazas Creek. Value engineering includes the use of specialized construction staging to minimize creek impacts, custom PC/PS Voided slab units to support a pair of embedded waterlines and casing, and rapid erection methods to reduce construction durations and costs. This project received the 2019 APWA Silicon Valley Honor Award and the ASCE SF Section’s Bridge Project of the Year.
US 101 Pedestrian/Bicycle Overcrossing at Adobe Creek , Palo Alto, CA: Project Manager for the design of a pedestrian/bicycle overcrossing of US 101 and East and West Bayshore Road in Palo Alto. Approach structures are located in the environmentally sensitive Palo Alto Baylands and cross the confluence of Adobe and Barron Creeks. Value Engineering included elimination of a column within the US 101 median to reduce project costs, impacts to traffic and to streamline Caltrans approvals. This project received the 2022 Project of the Year Award by the Silicon Valley Bicycle Coalition.
City of San Jose On-Call Master Agreement, San Jose, CA: Project Manager for on-call structural engineering services. The following five task orders were executed for less than 85% of the $100,000 Master Agreement: Task Order #1 - Union Avenue Box Culvert Extension; Task Order #2 - Lower Guadalupe Flood Protection Project; Task Order #3 - Sanitary Sewer Structures C & D; Task Order # 4 - San Carlos Street Overhead HBP Services; Task Order # 5 - Airport Parkway Bridge at Guadalupe Parkway Seismic Retrofit.
REGISTRATION
Professional Engineer
(Civil) CA C51739
EDUCATION
B.S. Architectural
Engineering California
Polytechnic State
University, San Luis
Obispo
Engineer Officers Basic
Course United States
Army Corps of Engineers
YEARS WITH BCA
33 TOTAL YEARS
EXPERIENCE
35 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
Storm Water Collection and Flood Control
Foster City Levee Improvements, Foster City, CA: Structures Project Manager for the structural design of approximately 8 miles of floodwall and levee improvements to meet FEMA recertification and to provide 100-year storm protection, including future sea-level rise. The project includes over 3 miles of steel sheet pile flood/ retaining walls and over 2.5 miles of cantilever concrete flood walls and segmental block retaining walls. Project improvements also include the modification of an existing lagoon outfall structure and the construction of a boat ramp structure and numerous access points and overlook areas along the Levee Bay Trail. The Project received a 2024 APWA Silicon Valley Chapter Project of the Year Award, as well as awards from the California Greenways and Construction Management Association of America. (CMMA) San Jose Trash Capture Device Installation Project, San Jose, CA: Project Manager for the design and construction of below ground reinforced concrete trash capture facility for the collection and removal of trash from storm water. The Project received a 2019 APWA Silicon Valley Chapter Honor Award and a Commendation Award at the 2019 ACEC Engineering Excellence Awards.
Citywide Trash Capture Project Phase 1 , Mountain View, CA: Project Manager for the design and construction below ground reinforced concrete structure to house equipment for the collection and removal of trash from storm water. Project received a 2019 APWA Silicon Valley Chapter Honor Award.
Baylands Pump Station No. 2 Rehabilitation , Sunnyvale, CA: Project Manager for the structural assessment and rehabilitation of storm water pump station facilities including a masonry mechanical/electrical building, multiple shaft below grade wet well and associated inlet and outlet structures and site retaining walls. Project received a 2019 APWA Silicon Valley Chapter Honor Award.
Lower Silver Creek Flood Protection Project, Reaches 1 and 2 , San Jose, CA: Engineering Manager for flood protection project including design of concrete U-frame channel, trapezoidal channel, bank armoring, hybrid block wall channel lining alternatives and concrete and masonry floodwalls.
Bayfront Levee Flood Control Improvements , San Mateo, CA: Engineering Manager for flood control improvements, including floodwalls and headwalls, in Ryder Court Park and along J. Hart Clinton Drive.
Union Avenue Box Culvert Extension, San Jose, CA: Engineering Manager for the extension of a multi -cell cast-in-place, reinforced concrete box culvert with warped wingwalls along Ross Creek in support of the City of San Jose’s widening of Union Avenue.
Coyote Point and Poplar Avenue Pump Stations, San Mateo, CA: Project Manager for rehabilitation and reconfiguration of two storm water pump station facilities at Coyote Point.
Sanitary Sewer
South Trunk Sanitary Sewer Relief Line , San Mateo, CA: Engineering Manager for the design of sanitary sewer junction boxes and miscellaneous structures including non -standard manhole structures, sanitary sewer siphon structures and modifications to existing Caltrans soundwall structures along US 101.
Kingsridge Sanitary Sewer Line Improvements, San Mateo, CA: Engineering Manager for landslide repair and mitigation of existing sanitary sewer pipeline along the wooded canyon behind Kingsridge Drive.
Sanitary Sewer Junction Structure Rehabilitation, San Jose, CA: Project Manager for the rehabilitation of seven sanitary sewer junction structures.
Water Supply and Retention
Aptos Booster Pump Station, Aptos CA: Project Manager for the structural design of a new masonry and timber framed booster pump station and associated engine generator slab.
Avalon Pump Station, Fremont, CA: Design Engineer for the construction services and design review of three pump stations and a 2.75 million gallon water storage tank.
Batista Water Reservoir, San Jose, CA: Engineering Manager for the design and construction of a 1.8 million gallon above ground steel water tank, miscellaneous pump station facilities and several site retaining walls.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
FRANCISCO CASTILLO, PE
Structures Designer, Biggs Cardosa Associates, Inc.
Francisco Castillo has over 25 years of experience in the design of transportation -related structures including new construction, rehabilitation and/or seismic retrofit of various rail bridge structures, highway bridges, pedestrian bridges, retaining walls and soundwall structures.
RELEVANT PROJECT EXPERIENCE
On-Call Structural Engineering for Bridge Structures , Palo Alto, CA: Project Engineer for structural on -call services related to assessment, repair design, and construction support of city owned bridges, culverts, park facilities and transportation related structures.
City Wide Bridge and Culvert Structural Assessment (2014), Mountain View, CA: Senior Engineer for the structural assessment of forty timber, steel and concrete bridge and box culvert structures along Permanente Creek, Permanente Diversion, and Stevens Creek.
Napa County – Earthquake Damage Inspection of Infrastructure (2014) , Napa, CA:
Senior Engineer in charge of leading team inspecting 70 bridges and 79 culverts for Earthquake Damage due to the 2014 South Napa Seismic Event.
Colma Creek Structural Assessment and Mitigation, South San Francisco, CA: Project Engineer for the structural assessment of approximately 1.5 miles of concrete lined channel along Colma Creek between the South San Francisco BART station and the energy dissipator near Spruce Street.
San Jose Trash Capture Device Installation Project, San Jose, CA: Project Engineer for the design and construction of below ground reinforced concrete trash capture facility for the collection and removal of trash from storm water. The Project received a 2019 APWA Silicon Valley Chapter Honor Award and a Commendation Award at the 2019 ACEC Engineering Excellence Awards.
Citywide Trash Capture Project Phase 1 , Mountain View, CA: Project Engineer for existing storm drainage system modifications to accommodate a new trash capture device. Project received a 2019 APWA Silicon Valley Chapter Honor Award.
Baylands Pump Station No. 2 Rehabilitation, Sunnyvale, CA: Project Engineer for structural assessment and rehabilitation of storm water pump station facilities including a masonry mechanical/electrical building, multiple shaft below grade wet well, inlet and outlet structures and site retaining walls. Project received a 2019 APWA Silicon Valley Chapter Honor Award.
Chrysler Storm Water Pump Station Improvements, Menlo Park, CA: Senior Engineer for the design and construction of a new reinforced concrete underground wet well structure. The project also includes the design of a reinforced concrete Pump/Motor building supported by the wet well structure and a reinforced concrete Electrical building located adjacent to the wet well.
Coyote Point & Poplar Avenue Pump Station Replacements, San Mateo CA: Senior Engineer for the design of a new electrical/generator masonry building and a new reinforced concrete wet well structure supported on piles. In addition, the project included the design of an outfall structure and site retaining walls connected to the wet well.
Laurelwood Pump Station, Santa Clara, CA: Senior Engineer for design and construction of the partial replacement of an existing wet well structure along and a new pump station masonry building.
REGISTRATION
Professional Engineer
(Civil) CA C71678
EDUCATION
B.S. Civil Engineering
University of California,
Berkeley
M.S. Structural
Engineering University
of California, Berkeley
YEARS WITH BCA
15 TOTAL YEARS
EXPERIENCE
26 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 TJC and Associates, Inc. Anne M. Broughton, P.E.
Anne M. Broughton, P.E.
Senior Electrical Engineer
Experience
Anne Broughton, a licensed engineer since 1992, has extensive expertise in high, medium, and low-voltage electrical systems, switching station/power plant engineering and construction, and other major capital project engineering. She also has experience in the overall management, design, and construction of oil and gas production and processing, with experience worldwide. Ms. Broughton has a thorough knowledge of project management processes, design, and construction practices. Her specific experience includes the following. ⚫ Monterey and Seaside Pump Stations Upgrade Project; Monterey One Water, Marina, CA; Project Electrical Engineer. TJCAA completed the I&C and electrical design for replacement of the 480 Volt electrical equipment, including power distribution, motor control centers, switchgear, variable frequency drives, and controls at two of the main collection system pump station for the Monterey One Water Agency in Marina California at the Monterey and Seaside Pump Stations. TJCAA’s work for this project also includes electrical design for replacement of two 1,200 kW standby generators and synchronizing switchgear for the Seaside pump station. New PG&E services were included at both sites to replace existing service equipment that was impacted by the aggressive marine environment at both locations. Detailed planning of the electrical infrastructure and motor controls was required to ensure both pump stations remain operational throughout construction. At Seaside, an external Temporary Electrical and Controls Trailer (TECT) was specified to allow demolition and replacement of the existing equipment and variable speed DC controllers to ensure continuous operation.
⚫ Lift Station Upgrades; Port of Oakland, CA; Project Manager. Electrical and I&C design for lift station upgrades distributed across 3 projects. The Port of Oakland is upgrading lift station equipment, including the installation of new pumps, new instrumentation and controls, electrical diagrams, schematics, floats/level transducers, and modifying/adding remote monitoring/alarm notification systems for overflow prevention, safety, and code compliance requirements. Performed site reconnaissance and developed a standardized approach to the upgrades. Design includes replacement of existing control panels, and installation of intrinsically safe barrier equipment, and upgrades to the portable standby generator connection and transfer switch. Providing ESDC.
⚫ Stormwater Pump Station Rehabilitation; Alameda County Flood Control and Water District, Oakland, CA; Senior Electrical Engineer.
Electrical and I&C design for the Ettie Street and the Lake Merritt Pump Stations. The project includes upgrading pumps and pump controls, interlocking of loads while the station(s) are on standby generator power, coordination with PG&E regarding utility service requirements, removal and replacement of equipment that has reached the end of useful life, and development of construction sequences.
⚫ Cypress Pump Station; City of Redding, CA; Senior Electrical Engineer. Design of a permanent pump station to replace the temporary Cypress Pump Station in downtown Redding, adjacent to City Hall. The project includes installation of one 400 hp motor, VFD driven; one 150 hp motor, VFD driven; a 15 kVA dry-type transformer; and air conditioning equipment for a new pump station building. Electrical and I&C design includes the addition of a new utility service drop, new switchboard, and determination of SCADA requirements. Coordination with City of Redding Electrical Utility and Operations staff. An Arc Flash Study will also be completed.
Education
BS, Electrical
Engineering;
San Francisco
State University,
San Francisco, CA;
1988
Professional
Registrations
Electrical:
CA 13842
NV 27496
TX 99727
Chartered Engineer:
MIET, UK
Professional
Certification
Lean Sigma Green
Belt
Professional
Memberships
• Institute of
Electrical and
Electronics
Engineers
Office Address
1111 Broadway
Suite 300
Oakland, CA 94607
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 TJC and Associates, Inc. Anne M. Broughton, P.E.
⚫ RTP Medium-Voltage Rehabilitation Project; Monterey One Water, Marina, CA; Senior Electrical Engineer. TJCAA was selected to design replacement of the Regional Treatment Plant (RTP) main distribution system including the PG&E main 21 kV utility service and metering; 21 kV switchgear, protective devices, and feeders; 21 kV–480 V substation transformers; and 480 V distribution and cogeneration switchgear. The design addressed replacement of the existing 21kV and 480 V switchgear with new equipment having modern features including remote operations and mitigation methods for reducing arc flash energy levels. Preliminary work included an electrical inventory and visual condition assessment of the existing distribution equipment, development of alternatives for distribution strategy, equipment enclosures, siting, and constructability considerations including sequence of construction. Lastly, a comprehensive load analysis was performed to establish equipment ratings and compliance with the NEC. TJCAA will be performing Engineering Services During Construction including arc flash analysis of the upgraded distribution system. ⚫ White Slough Water Pollution Control Facility, Electrical Improvements; City of Lodi, CA; Senior Electrical Engineer. Upgrade designs for the electrical and plant-wide control system for the majority of plant processes. Project includes new 12 kV and 13.3 kV distribution with new pad-mount distribution transformers, New 480 V main-tie-main source transfer switchgear, new main-tie-main MCCs, allocation of process load trains on split-bus motor control centers, feasibility analysis, and final design for contingency standby power source. Control system upgrades included replacement of end-of-life Rockwell Automation PLC-5 platforms with new CompactLogix units in a highly distributed control topology and connection of new controllers with a new plant-wide, single-mode fiber-optic network backbone and wireless access. Provided ESDC.
⚫ Stormwater Pump Station Rehabilitation; Marin County Flood Control and Water Conservation District, Novato, CA; Senior Electrical Engineer. Electrical design services for renovations to an existing stormwater pump station on San Francisco Bay in the Simmons Slough watershed. Final design included PG&E utility coordination including overhead line extension, new utility metering enclosure, outdoor-rated MCC, independent normal and backup pump controls, and provision for a portable standby generator. Due to the aggressive marine environment, NEMA 3RX (outdoor, corrosion-resistant) stainless steel enclosures were specified. Two main breakers connected in series were included to avoid exposing maintenance personnel to high arc flash levels typical at utility main breaker locations.
Provided ESDC.
⚫ Arc Flash Study; Alameda County Water District; 84 Sites in Southern East Bay, CA; Senior Electrical Engineer. Providing an arc flash hazard analysis for treatment plants, well fields, water production plants, booster stations, distribution and diversion facilities, tanks/reservoirs, regulator stations, and cathodic protection stations. The 84 sites included in this study vary in age, size, and complexity and have electrical distribution ranging from 240 to 2,400 V. Site reconnaissance, SKM PowerTools© modeling for each site, and analysis of existing equipment ratings, protection, device coordination, and arc flash levels. Making recommendations for equipment upgrades and protective device settings to improve coordination and/or reduce arc flash energy and establish documentation. Project work also includes preparation and assistance with installation of arc flash labels by District staff to achieve compliance with NFPA 70E.
⚫ Alameda and Decoto Reservoirs Improvement Project; Alameda County Water District, Fremont, CA; Senior Electrical Engineer. Electrical engineering for improvements to reliability, maintainability, and safety for two potable water reservoirs: Alameda Reservoir, a 16.25 MG reservoir built in 1972; and Decoto Reservoir, a 14.55 MG reservoir built in 1964.
The Alameda Reservoir design comprises power supplies to new exhaust fans, lighting design for the reservoir interior, I&C design for signals to be sent to the existing SCADA. ⚫ Ross Booster Station Upgrades; Water Division, Pasadena Water and Power, Pasadena, CA; Senior Electrical Engineer. Performed electrical, instrumentation, and controls final rehabilitation design including distribution, lighting, remote telemetry, and SCADA for the pump station and equipment, which includes new electrical service from the City of Pasadena, three 60 hp pumps with soft starters with bypass contactors, an MCC, a portable generator connection with associated manual transfer switch, and a new PAC panel.
Performed ESDC
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 TJC and Associates, Inc. Qiying (Isabel) Huang, P.E.
Education
BS, Electrical
Engineering; CA
Polytechnic State
University, San Luis
Obispo; 2022
Professional
Registration
Electrical:
CA 25327
Office Address
1111 Broadway
Suite 300
Oakland, CA 94607
Qiying (Isabel) Huang, P.E.
Electrical Engineer
Experience
Isabel Huang is an Electrical Engineer who focuses on the evaluation, development, and design of electrical applications and control systems for water and wastewater treatment and infrastructure facilities.
Her extensive experience includes developing single line diagrams (basic design document), sizing calculations for power system upgrades and replacements; developing P&IDs for electrical and I&C upgrades; designing layouts for conduits, circuiting and lighting plans; and performing short circuit/coordination/arc flash studies using SKM power system modeling simulation software. Isabel also provides engineering services during construction (ESDC) support, which includes responding to contractor requests for information, reviewing contractor submittals, resolving challenges, conducting system tests, and other engineering support activities. The specific projects she has worked on include the following ⚫ RTP Medium-Low Voltage Upgrade Project; Monterey One Water; Marina, CA; QA/QC. Monterey One Water (M1W) selected TJCAA to design replacement of the Regional Treatment Plant (RTP) main distribution system including Pacific Gas & Electric (PG&E) main 21 kV utility service and metering; 21 kV switchgear, protective devices, and feeders; 21 kV–480 V substation transformers; and 480 V distribution and cogeneration switchgear.
Design features included factory-constructed integrated power assemblies, arc flash mitigation technologies, arc-resistant switchgear, switchgear HMI for remote operation and monitoring, seismically rated 3 tiered cable tray bridge from new switchyard to existing distribution points located across a plant roadway, marshalling panels for reconnection of 480V distribution feeders, new controls and monitoring interface to the M1W PlantPAx SCADA platform, new power system controller and 21 kV overhead line extension for integration of other loads and generation sources into a facility-wide microgrid, portable generator connections at ten load centers to facilitate the construction sequence.
⚫ Oyster Point Pump Station Relocation, City of South San Francisco, CA; Electrical Designer. Basis of Design Report, electrical engineering, and design documentation for pump station relocation and upgrades to PG&E electrical service. Project included electrical engineering design for a new submersible pump and seven new grinder pumps in various locations around the project site.
⚫ Lift Station Upgrades; Port of Oakland, CA; Electrical Designer.
Electrical and I&C design for lift station upgrades distributed across three projects. The Port of Oakland is upgrading lift station equipment, including the installation of new pumps, new instrumentation and controls, electrical diagrams, schematics, floats/level transducers, and modifying/adding remote monitoring/alarm notification systems for overflow prevention, safety, and code compliance requirements. Performed site reconnaissance and developed a standardized approach to the upgrades. Design includes replacement of existing control panels, installation of intrinsically safe barrier equipment, and upgrades to the portable standby generator connection and transfer switch. ⚫ Monterey and Seaside Pump Stations Upgrade Project; Monterey One Water, Marina, CA; Electrical Designer. TJCAA completed the I&C and electrical design for replacement of the 480 Volt electrical equipment, including power distribution, motor control centers, switchgear, variable frequency drives, and controls at two of the main collection system pump station for the Monterey One Water Agency in Marina California at the Monterey and Seaside Pump Stations. TJCAA’s work for this project also includes electrical design for replacement of two 1,200 kW standby generators and synchronizing switchgear for the Seaside pump station. New PG&E services were included at both sites to replace existing service Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 TJC and Associates, Inc. Qiying (Isabel) Huang, P.E.
equipment that was impacted by the aggressive marine environment at both locations.
Detailed planning of the electrical infrastructure and motor controls was required to ensure both pump stations remain operational throughout construction. At Seaside, an external Temporary Electrical and Controls Trailer (TECT) was specified to allow demolition and replacement of the existing equipment and variable speed controllers for continuous operation. ⚫ Sonoma Pump Station Upgrade, Sonoma Water Agency; Sonoma, CA; Electrical Designer. Electrical and control design for replacing and upgrading the 480V electrical equipment at the influent pump station, focusing on the motor control center (MCC), variable frequency drives (VFDs), and full-speed non-reversing (FVNR) motor starters, which will serve as a bypass for the VFDs, for (5) 85 HP influent pumps and (3) 250 HP effluent pumps. Key tasks include designing a new MCC with necessary protection features, integrating VFDs for optimal pump control, and implementing FVNR starters with safety controls. ⚫ Arc Flash Study and Electrical System Condition Assessment; City of Pacifica, CA; Electrical Designer. Short circuit, device evaluation, protective device coordination, and arc flash hazard evaluation studies, conforming with the current NFPA 70E, for the existing electrical systems at the Calera Creek Water Recycling Plant. Data review, field investigations, staff interviews, electrical modeling, and preparation of a Deficiency and Remediation Report and Electrical Arc Flash Hazard Technical Memorandum.
⚫ Navajo Booster Station Upgrade; Golden State Water Company, Morongo Valley, CA; Electrical Designer. I & C and electrical engineering design for pump station improvements including a new electrical system, permanent Southern California Edison electrical service, site exterior and building interior lighting, stationary diesel-engine-driven generator with automatic transfer switch, VFDs for motor control, upgrade of remote monitoring and controls (SCADA) and development of P&IDs. The existing system will be required to remain online until the new system is fully operational. TJCAA will provide bid phase support and ESDC. ⚫ Ross Booster Station Upgrades; Water Division, Pasadena Water and Power, Pasadena, CA; Electrical Designer. Development and evaluation of alternatives for providing emergency power and electrical upgrades to a booster pump station constructed in 1958. Evaluation addressed cost, siting, maintenance, power, air quality, noise, and performance. Performed electrical, instrumentation, and controls final rehabilitation design including distribution, lighting, remote telemetry, and SCADA for the pump station and equipment, which includes new electrical service from the City of Pasadena, three 60 hp pumps with soft starters with bypass contactors, an MCC, a portable generator connection with associated manual transfer switch, and a new PAC panel. Performing ESDC. ⚫ Arc Flash Study; Alameda County Water District, 84 Sites in CA; Electrical Designer.
Providing an arc flash hazard analysis for treatment plants, well fields, water production plants, booster stations, distribution and diversion facilities, tanks/reservoirs, regulator stations, and cathodic protection stations. The 84 sites included in this study vary in age, size, and complexity and have electrical distribution ranging from 240 to 2,400 V. Site reconnaissance, SKM PowerTools© modeling for each site, and analysis of existing equipment ratings, protection, device coordination, and arc flash levels. Making recommendations for equipment upgrades and protective device settings to improve coordination and/or reduce arc flash energy and establish documentation. Project work also includes preparation and assistance with installation of arc flash labels by District staff to achieve compliance with NFPA 70E.
⚫ David C. McCollom Water Treatment Plant, Stage 4 Centrifuge Addition; Olivenhain Municipal Water District, Encinitas, CA; Electrical Designer. Design for addition of a second centrifuge and associated ancillary equipment to expand residual handling capacity and improve reliability at a WTP. Preparation of a Preliminary Design Report and final I & C and electrical design for new centrifuge, centrate pumps and tank, polymer feed system, motor controllers, and upgrades to plant SCADA for integrating the new centrifuge controls. ⚫ Alameda and Decoto Reservoirs Improvement Project; Alameda County Water District, Fremont, CA; Electrical Designer. Electrical engineering for improvements to reliability, maintainability, and safety for two potable water reservoirs: Alameda Reservoir, a
16.25 MG reservoir built in 1972; and Decoto Reservoir, a 14.55 MG reservoir built in 1964.
The Alameda Reservoir design comprises power supplies to new exhaust fans, lighting design for the reservoir interior, and I&C design for signals to be sent to the existing SCADA.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Client | Project Name Goes Here
RYAN AMAYA, PLS
Principal-in-Charge
Ryan’s 27 years of land surveying experience includes surveying and mapping services that have supported the planning and construction of many large- scale developments. As a Principal of K+W’s survey department, he both mentors and supports a large team of Senior Surveyors, Project Surveyors, Survey Technicians, Survey Coordinators, and Drafters. He is well-known for providing surveying and mapping expertise for regional developments.
Ryan has also lead teams on many complex master plan projects such as the Pathline Park planned development in Sunnyvale, Coleman Highline in San Jose, Levi’s Stadium in Santa Clara, and the dozens of ongoing K+W high-rises in downtown San Jose.
PROJECT EXPERIENCE
On-Call Municipal Utility
Surveying Services, Alameda, CA
Alameda Municipal Power
South Loop Road Land Title
Survey, Alameda, CA
srmERNST
Alameda Group Pump Station,
Alameda, CA
Schaaf + Wheeler
City of Sunnyvale On-Call,
Sunnyvale, CA
City of Sunnyvale
Pathline Park, Sunnyvale, CA
Irvine Company
Mass Timber, Sunnyvale, CA
Google
Platform 16, San Jose, CA
Devcon
Century Towers Transit-Oriented
Development, San Jose, CA
Barry Swenson Builders
CityView, San Jose, CA
Jay Paul
Block H High-Rise, San Jose, CA
Westbank
255 W. Julian High-Rise,
San Jose, CA
Westbank
Coleman Highline, San Jose, CA
Devcon
Parkline Master Plan,
Menlo Park, CA
Lane Partners
Commonwealth Office
Development, Menlo Park, CA
Sobrato Company
Shoreline Area Protection +
Enhancement Project,
Millbrae-Burlingame, CA
Schaaf + Wheeler
Applied Materials Campus,
Sunnyvale, CA
RMW
ISI Kifer Campus, Santa Clara, CA
Intuitive Surgical
Industrial Warehouse
Development, San Jose, CA
LBA
Licenses + Registrations
PLS, California
Years Experience
27 Alameda Municipal Power | Land Surveying Services
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Kier + Wright | Page 3
DEAN JURADO, PLS
Associate | Project Manager
Dean Jurado has 39 years of land surveying experience. Specialties include on-call map-checking for municipal agencies, topographic surveys, and ALTA surveys.
Particular areas of expertise include right-of-way surveys, records of survey, well surveys, boundary resolutions and condominium maps. He is currently an acting town surveyor for the Town of Los Gatos and an acting city surveyor for Milpitas, Dublin, and Burlingame. In late 2019, Dean served as the interim county surveyor for the Alameda County Public Works Agency.
PROJECT EXPERIENCE
City of Alameda On-Call,
Alameda, CA
City of Alameda
On-Call Municipal Utility
Surveying Services, Alameda, CA
Alameda Municipal Power
Zone 7 Line Repairs: J-1 and F; J
and J-6, Dublin, CA
Alameda County Zone 7
Water Agency
Alameda Creek + Arroyo de la
Agua at Hwy. 84 Right-of-Way
Survey, Sunol, CA
Alameda County Zone 7
Water Agency
City of Antioch On-Call,
Antioch, CA
City of Antioch
On-Call Map-Checking,
Dublin, CA
City of Dublin
On-Call Map-Checking,
Milpitas, CA
City of Milpitas
On-Call Map-Checking,
Burlingame, CA
City of Burlingame
On-Call Map-Checking,
Los Gatos, CA
Town of Los Gatos
City of Sacramento On-Call,
Sacramento, CA
City of Sacramento
Downtown Specific Plan
Improvements, Livermore, CA
City of Livermore
D Street 3D Scanning,
Hayward, CA
Alameda County Public Works
International Park of Commerce,
Tracy, CA
Prologis
Dermody Arch Road
Logisticenter Phase I + II,
Stockton, CA
Dermody Properties
ATL Survey for Parcel 2,
Stockton, CA
Seefried Industrial Property
Licenses + Registrations
PLS, California
Years Experience
39 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
STEVE SUTHERLAND, ASLA,
PLA
PRINCIPAL - SSA Landscape Architects, Inc.
Education
University of California, Berkeley
Certificate in Landscape
Architecture
Butte Community College
Ornamental Horticulture
Professional Licensure &
Certification
Professional Landscape Architect
California, #2805
Licensed Landscape Contractor
California, #407136
Professional Organization
Vice President, 2013-
2015 State Board
Development &
Operations
President, 2010-2012
CPRS District VI
President Elect, 2009-2010
CPRS District VI
Vice President, 5 terms
CPRS District VI
Steve established SSA in 1989. As Principal-in-Charge he has focused on projects that will have lasting and positive impacts on communities. Working with citizens, public agencies, and consultants to develop designs and plans that meet a community’s special need is the most inspiring work for him. His ability to develop consensus between diverse groups and identify the most logical and common sense solution has contributed to SSA’s success. Steve has a unique ability
to visualize a project beginning with the “big picture” and incorporating his knowledge and understanding of the many small technical details inherent in every project to arrive at the most advantageous solutions.
Project Experience
Xabatin Park
Lakeport, California
Community Workshops, Master Planning, Design, Construction Documents and Specifications, and Construction Administration
Heart of Soquel Plaza Park and Parkway
Soquel, California
Community Workshops, Design, Construction
Documents and Specifications, and Construction Administration.
The parkway was completed in 2020.
APWA Monterey Bay 2022 Project of the Year for Public Works
Chanticleer Park
Santa Cruz, California
Community Workshops, Master Planning, Design, Construction Documents and Specifications, and Construction Administration APWA Monterey Bay 2022 Project of the Year for Public Works
Red Morton Park Magical Bridge Playground
Redwood City, California
Community Workshops, Master Planning, Design, and
Construction Administration playground in collaboration with the Magical Bridge Foundation, including picnic area, parking, and right-of-way improvements.
2021 CPRS Award of Excellence
Sherwood Park Master Plan
Paso Robles, California
Community Workshops, Master Planning, Design, Construction Documents and Specifications, and Construction Administration Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
BRIANA COX, ASLA, PLA
ASSOCIATE PRINCIPAL- SSA Landscape Architects, Inc.
Briana has taken the lead and assisted our team on a wide variety of projects. She enjoys the challenges each project poses. Briana’s varied interests, from urban design to sustainable design and materials, have contributed to her holistic view of the field of landscape architecture.
With 16 years of experience, she is a thoughtful project manager and talented designer. A majority of her responsibilities include site analysis, design, document production, construction administration and public work- shops.
Project Experience
Education
California Polytechnic University,
San Luis Obispo
Bachelor of Science,
Landscape Architecture
Professional Licensure &
Certification
Professional Landscape
Architect
California #6158
LEED Accredited Professional,
Building Design + Construction,
Green Building Certification
Institute
Professional Organizations
ASLA Member
USGBC Member
Red Morton Park Magical Bridge Playground
Redwood City, California
Community Workshops, Design, Construction
Documents and Specifications, and Construction Administration 2021 CPRS Award of Excellence
Chanticleer Park
Santa Cruz, California
Community Workshops, Master Planning, Design,
Construction Documents and Specifications, and Construction Administration APWA Monterey Bay 2022 Project of the Year for Public Works
Wyandotte, Evandale, and Mora Parks
Mountain View, California
Community Workshops, Design through Construction Documentation and Cost Estimating Specifications
Sunnyvale Playground Renovations 2021
Sunnyvale, California
Conceptual Design through Construction Administration for Several City Park Renovations
Seven Seas Park
Sunnyvale, California
Community Workshops, Design, Construction
Documents and Specifications, and Construction Administration CPRS 2016 Award of Excellence
APWA 2016 Project of the Year for Environment & Parks
Heart of Soquel Plaza Park and Parkway
Soquel, California
Community Workshops, Design, Construction
Documents and Specifications, and Construction
Administration. APWA Monterey Bay 2022 Project of the Year for Public Works
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Appendix B: Billing Rates
Schaaf & Wheeler
Appendix B: Billing Rates
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Appendix B: Billing Rates
Schaaf & Wheeler
Schaaf & Wheeler Hourly Charge Rate Schedule
Personnel Charges
Charges for personnel engaged in professional and/or technical work are based on the actual hours directly chargeable to the project.
Current hourly rates by classification are listed below:
Classification Rate/Hour
Principal Project Manager $305
Senior Project Manager $280
Senior Engineer $255
Associate Engineer $225
Assistant Engineer $205
Junior Engineer $190
Designer $180
GIS Analyst $180
Technician $165
Engineering Trainee $140
Litigation Charges
Court or deposition time as an expert witness is charged at $500 per hour.
Materials and Services
Subcontractors, special equipment, outside reproduction, data processing, computer services, etc., will be charged at 1.10 times cost.
Escalation Rate
Hourly rates by classification are anticipated to increase by a rate of 3% annually.
Effective 1/1/25
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
CHARGE RATE SCHEDULE
Senior Principal $347.00
Principal $305.00
Associate $278.00
Engineering Manager $252.00
Senior Engineer $226.00
Project Engineer $210.00
Staff Engineer $194.00
Assistant Engineer $179.00
Junior Engineer $163.00
Senior Computer Drafter $184.00
Computer Drafter $163.00
Junior Computer Drafter $147.00
BIM/Visualization Specialist $184.00
Project Administrator $221.00
Project Coordinator $174.00
Secretarial Administrative Services $137.00
Construction Manager $305.00
Senior Structural Representative $263.00
Structural Representative $236.00
Assistant Structures Representative $189.00
Senior Bridge Inspector $236.00
Subconsultants Cost Plus 10%
Expenses Cost Plus 15%
The rates shown are valid from July 1, 2025 thru June 30, 2026, and subject to periodic increases starting July 1, 2026
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Engineer CAD
Level 20 (E20) 370.00$ / hour Level 10 (C10) 215.00 $ / hour Level 19 (E19) 356.00$ / hour Level 9 (C9) 201.00 $ / hour Level 18 (E18) 342.00$ / hour Level 8 (C8) 188.00 $ / hour Level 17 (E17) 329.00$ / hour Level 7 (C7) 175.00 $ / hour Level 16 (E16) 315.00$ / hour Level 6 (C6) 161.00 $ / hour Level 15 (E15) 302.00$ / hour Level 5 (C5) 148.00 $ / hour Level 14 (E14) 288.00$ / hour Level 4 (C4) 134.00 $ / hour Level 13 (E13) 275.00$ / hour Level 3 (C3) 121.00 $ / hour Level 12 (E12) 261.00$ / hour Level 2 (C2) 107.00 $ / hour Level 11 (E11) 247.00$ / hour Level 1 (C1) 94.00 $ / hour Level 10 (E10) 234.00$ / hour
Level 9 (E9) 220.00 $ / hour Administrative
Level 8 (E8) 207.00 $ / hour Level 16 (A16) 184.00 $ / hour Level 7 (E7) 193.00 $ / hour Level 15 (A15) 173.00 $ / hour Level 6 (E6) 180.00 $ / hour Level 14 (A14) 162.00 $ / hour Level 5 (E5) 166.00 $ / hour Level 13 (A13) 151.00 $ / hour Level 4 (E4) 152.00 $ / hour Level 12 (A12) 140.00 $ / hour Level 3 (E3) 139.00 $ / hour Level 11 (A11) 129.00 $ / hour Level 2 (E2) 126.00 $ / hour Level 10 (A10) 118.00 $ / hour Level 1 (E1) 112.00 $ / hour Level 9 (A9) 106.00 $ / hour Auto Mileage Standard set by IRS
Outside Services Cost + 10%
Materials and Other Expenses Cost + 10%
Labor
Reimbursable Expenses
Schedule of Hourly Rates and Costs
TJC and Associates, Inc.
July 1, 2025 through June 30, 2026
125025 - Schaaf and Wheeler, Alameda Civil-Mech On-Call Svcs Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Kier + Wright | Page 5
Kier + Wright Hourly Rates | Central - CONFIDENTIAL - www.kierwright.com
HOURLY RATE SCHEDULE
Effective February 24, 2025 through June 30, 2026
Principal ............................................................................................................................................................................................................ $ 325.00 / Hour Development Services Manager .................................................................................................................................................... $ 305.00 / Hour Associate .......................................................................................................................................................................................................... $ 275.00 / Hour Structural Engineering Manager .................................................................................................................................................... $ 260.00 / Hour Technical Manager (SME) / Senior Engineering Manager .......................................................................................... $ 260.00 / Hour Senior Engineer ........................................................................................................................................................................................... $ 249.00 / Hour Engineer III ...................................................................................................................................................................................................... $ 228.00 / Hour Engineer II ........................................................................................................................................................................................................ $ 198.00 / Hour Engineer I ......................................................................................................................................................................................................... $ 160.00 / Hour Engineering Tech III ................................................................................................................................................................................. $ 208.00 / Hour Engineering Tech II ................................................................................................................................................................................... $ 189.00 / Hour Engineering Tech I ..................................................................................................................................................................................... $ 153.00 / Hour Project Coordinator III ............................................................................................................................................................................. $ 150.00 / Hour Project Coordinator II ............................................................................................................................................................................... $ 137.00 / Hour Project Coordinator I ................................................................................................................................................................................. $ 129.00 / Hour Senior Land Surveyor ............................................................................................................................................................................. $ 255.00 / Hour Senior Survey Construction Manager ......................................................................................................................................... $ 255.00 / Hour Survey Operations Coordinator ....................................................................................................................................................... $ 225.00 / Hour Project Surveyor III .................................................................................................................................................................................... $ 228.00 / Hour Project Surveyor II ...................................................................................................................................................................................... $ 185.00 / Hour Project Surveyor I ....................................................................................................................................................................................... $ 158.00 / Hour Draftsman / Survey Tech III ................................................................................................................................................................ $ 178.00 / Hour Draftsman / Survey Tech II ................................................................................................................................................................. $ 152.00 / Hour Draftsman / Survey Tech I .................................................................................................................................................................. $ 132.00 / Hour 3D Laser Scanning Crew ...................................................................................................................................................................... $ 444.00 / Hour 3-Man Survey Crew .................................................................................................................................................................................. $ 467.00 / Hour 2-Man Survey Crew .................................................................................................................................................................................. $ 367.00 / Hour 1-Man Survey Crew ...................................................................................................................................................................................$ 2 27.00 / Hour Engineering / Survey Intern ................................................................................................................................................................. $ 90.00 / Hour Testimony (Trial or Deposition) ........................................................................................................................................................ $ 589.00 / Hour
All blueprinting and reproduction will be billed at cost plus 10%.
Time spent for preparation for testimony will be billed in accordance with the above hourly rates.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
EXHIBIT B
STANDARD BILLING RATE SCHEDULE
Effective through December 31, 2025
PROFESSIONAL SERVICES
Principal Landscape Architect $276.00/Hour
Associate Principal $259.00/Hour
Senior Project Manager $249.00/Hour
Project Manager II $232.00/Hour
Project Manager I $208.00/Hour
Senior Landscape Architect $198.00/hour
Job Captain/Landscape Architect II $185.00/Hour
Landscape Architect I $177.00/Hour
Landscape Designer III $172.00/Hour
Landscape Designer II/AutoCAD Technician
$168.00/Hour Landscape Designer I $158.00/Hour
Staff Clerical/Administrative $123.00/Hour
REIMBURSABLE EXPENSES
Subconsultants Direct Billing x 1.10
In-House Office Services: As listed below x 1.10
Plotting:
Color Bond $4.65/sf
Black & White Bond $2.95/sf
Vellum $4.55/sf
Mylar $10.50/sf
Color Laser Prints:
8.5 x 11 $.65/each
11 x 17 $.95/each
Black & White Laser Prints:
8.5 x 11 $.10/each
11 x 17 $.15/each
CD Media:
CDR $6.00/each
Outside Reimbursable Expenses:
Reproduction, photography, shipping and
postage,
Transparencies:
Color $3.25/each
Black and White $2.25/each
Blueprints:
24 x 36 $2.00/each
30 x 42 $2.50/each
miscellaneous expenses Direct Cost x 1.10
Travel:
Mileage Round Trip from SSA office Current IRS Rate
Other travel expenses Direct Cost x 1.10
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
EXHIBIT B
STANDARD BILLING RATE SCHEDULE
Effective through December 31, 2026
PROFESSIONAL SERVICES
Principal Landscape Architect $287.00/Hour
Associate Principal $269.00/Hour
Senior Project Manager $259.00/Hour
Project Manager II $241.00/Hour
Project Manager I $216.00/Hour
Senior Landscape Architect $204.00/hour
Job Captain/Landscape Architect II $192.00/Hour
Landscape Architect I $184.00/Hour
Landscape Designer III $179.00/Hour
Landscape Designer II/AutoCAD Technician $174.00/Hour
Landscape Designer I $164.00/Hour
Staff Clerical/Administrative $128.00/Hour
REIMBURSABLE EXPENSES
Subconsultants Direct Billing x 1.10
In-House Office Services: As listed below x 1.10
Plotting:
Color Bond $4.84/sf
Black & White Bond $3.07/sf
Vellum $4.73/sf
Mylar $10.92/sf
Transparencies:
Color $3.38/each
Black and White $2.34/each
Color Laser Prints:
8.5 x 11 $.68/each
11 x 17 $.99/each
Blueprints:
24 x 36 $2.10/each
30 x 42 $2.60/each
Black & White Laser Prints:
8.5 x 11 $.11/each
11 x 17 $.16/each
CD Media:
CDR $6.25/each
Outside Reimbursable Expenses:
Reproduction, photography, shipping and postage,
miscellaneous expenses Direct Cost x 1.10
Travel:
Mileage Round Trip from SSA office Current IRS Rate Other travel expenses Direct Cost x 1.10
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Appendix C: Contract Exceptions
Schaaf & Wheeler
Appendix C: Contract Exceptions
Schaaf & wheeler has reviewed the City’s Sample Agreement and is willing to comply with the Proposed agreement Terms.
We have one minor exception as listed below:
RECITALS:
C. Provider is specially trained, experienced and competent to perform the special services which will be required by this Agreement.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED?
INSR ADDLSUBRLTR INSDWVD
PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext):E-MAILADDRESS:INSURER A :INSURED INSURER B :INSURER C :INSURER D :INSURER E :INSURER F :
POLICY NUMBERPOLICY EFFPOLICY EXPTYPE OF INSURANCELIMITS(MM/DD/YYYY)(MM/DD/YYYY)
AUTOMOBILE LIABILITY
UMBRELLA LIABEXCESS LIABWORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
AUTHORIZED REPRESENTATIVE
EACH OCCURRENCE$DAMAGE TO RENTEDCLAIMS-MADEOCCUR $PREMISES (Ea occurrence)MED EXP (Any one person)$PERSONAL & ADV INJURY$GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE$PRO-POLICYLOC PRODUCTS - COMP/OP AGGJECT OTHER: $COMBINED SINGLE LIMIT$(Ea accident)ANY AUTO BODILY INJURY (Per person)$OWNEDSCHEDULEDBODILY INJURY (Per accident)$AUTOS ONLYAUTOSHIREDNON-OWNEDPROPERTY DAMAGE$AUTOS ONLYAUTOS ONLY(Per accident)$OCCUR EACH OCCURRENCECLAIMS-MADEAGGREGATE$DEDRETENTION$ PEROTH-STATUTEERE.L. EACH ACCIDENTE.L. DISEASE - EA EMPLOYEE$If yes, describe underE.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGENAIC #
COMMERCIAL GENERAL LIABILITY
Y / NN / A(Mandatory in NH)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
COVERAGESCERTIFICATE NUMBER:REVISION NUMBER:
CERTIFICATE HOLDERCANCELLATION
© 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03)
CERTIFICATE OF LIABILITY INSURANCEDATE (MM/DD/YYYY)
$
$$$$
The ACORD name and logo are registered marks of ACORD
4/30/2025
License # 0E67768(925) 918-453513056Schaaf & Wheeler, Consulting Civil Engineers4699 Old Ironsides Drive, Suite 350Santa Clara, CA 95054 A 2,000,000PSB00015786/6/20246/6/20251,000,00010,0002,000,0004,000,0004,000,0001,000,000A PSA00024426/6/20246/6/20255,000,000A PSE00013706/6/20246/6/20255,000,000A PSW000127812/11/20236/6/20251,000,0001,000,0001,000,000AProfessional Liab.RDP00548696/6/2024Per Claim5,000,000AProfessional Liab.RDP00548696/6/20246/6/2025Aggregate5,000,000RE: Job No. APWD.22.21All operations of the Named Insured, including the aforementioned project.General Liability: The City of Alameda, its City Council, boards, commissions, officials, employees, authorized agents, and authorized volunteers are included as Additional Insured on Primary & Non-Contributory basis with Waiver of Subrogation included, as required by written contract. Hired & Non-Owned Auto Liability includes Blanket Additional Insured and Blanket Waiver of Subrogation, as required by written contract. NOTE: No company-owned vehicle. Workers' Compensation: Waiver of Subrogation is in favor of The City of Alameda, its City Council, boards, commissions, officials, employees, authorized agents, and authorized volunteers, as required by written contract.
The City of Alameda2263 Santa Clara, Ave.Alameda, CA 94501 SCHA&WH-01SUMMANR
IOA Insurance Services3875 Hopyard RoadSuite 200Pleasanton, CA 94588Jessica [email protected] Insurance Company X6/6/2025
X XXX XX X
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 5/12/2025
Policy Number: RLI Insurance Company
Named Insured:
PPB 304 02 12 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® FOR PROFESSIONALS
BLANKET ADDITIONAL INSURED ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESSOWNERS COVERAGE FORM - SECTION II – LIABILITY
1. C. WHO IS AN INSURED is amended to include as
an additional insured any person or organization that
you agree in a contract or agreement requiring
insurance to include as an additional insured on this
policy, but only with respect to liability for "bodily
injury", "property damage" or "personal and
advertising injury" caused in whole or in part by you
or those acting on your behalf:
a. In the performance of your ongoing operations;
b. In connection with premises owned by or rented
to you; or
c. In connection with “your work” and included
within the “product-completed operations
hazard”.
2. The insurance provided to the additional insured by
this endorsement is limited as follows:
a. This insurance does not apply on any basis to
any person or organization for which coverage
as an additional insured specifically is added by
another endorsement to this policy.
b. This insurance does not apply to the rendering
of or failure to render any "professional
services".
c. This endorsement does not increase any of the
limits of insurance stated in D. Liability And
Medical Expenses Limits of Insurance .
3. The following is added to SECTION III H.2. Other
Insurance – COMMON POLICY CONDITIONS
(BUT APPLICABLE ONLY TO SECTION II –
LIABILITY)
However, if you specifically agree in a contract or
agreement that the insurance provided to an
additional insured under this policy must apply on a
primary basis, or a primary and non-contributory
basis, this insurance is primary to other insurance
that is available to such additional insured which
covers such additional insured as a named insured,
and we will not share with that other insurance,
provided that:
a. The "bodily injury" or "property damage" for
which coverage is sought occurs after you have
entered into that contract or agreement; or
b. The "personal and advertising injury" for which
coverage is sought arises out of an offense
committed after you have entered into that
contract or agreement.
4. The following is added to SECTION III K. 2.
Transfer of Rights of Recovery Against Others to
Us – COMMON POLICY CONDITIONS (BUT
APPLICABLE TO ONLY TO SECTION II –
LIABILITY)
We waive any rights of recovery we may have
against any person or organization because of
payments we make for "bodily injury", "property
damage" or "personal and advertising injury" arising
out of "your work" performed by you, or on your
behalf, under a contract or agreement with that
person or organization. We waive these rights only
where you have agreed to do so as part of a
contract or agreement with such person or
organization entered into by you before the "bodily
injury" or "property damage" occurs, or the "personal
and advertising injury" offense is committed.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSB0001578
Schaaf & Wheeler, Consulting Civil Engineers
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Policy Number: RLI Insurance Company
Named Insured:
PPA 300 03 13 Page 1 of 5
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® BUSINESS AUTO ENHANCEMENT
SCHEDULE OF COVERAGES ADDRESSED BY THIS ENDORSEMENT
A. Broad Form Named Insured
B. Employees As Insureds
C. Blanket Additional Insured
D. Blanket Waiver Of Subrogation
E. Employee Hired Autos
F. Fellow Employee Coverage
G. Auto Loan Lease Gap Coverage
H. Glass Repair Waiver Of Deductible
I. Personal Effects Coverage
J. Hired Auto Physical Damage Coverage
K. Hired Auto Physical Damage Loss Of Use
L. Hired Car Worldwide Coverage
M. Temporary Transportation Expenses
N. Amended Bodily Injury Definition Mental Anguish
O. Airbag Coverage
P. Amended Insured Contract Definition Railroad Easement Q. Coverage Extensions Audio, Visual And Data Electronic Equipment Not Designed Solely For The Production Of Sound
R. Notice Of And Knowledge Of Occurrence
S. Unintentional Errors Or Omissions
T. Towing Coverage
PSA0002442
Schaaf & Wheeler, Consulting Civil Engineers
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPA 300 03 13 Page 2 of 5
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
A. Broad Form Named Insured
The following is added to the SECTION II
COVERED AUTOS LIABILITY COVERAGE, Para-
graph A.1. Who Is An Insured Provision:
Any business entity newly acquired or formed by you
during the policy period, provided you own fifty
percent (50%) or more of the business entity and the
business entity is not separately insured for Bus-iness Auto Coverage. Coverage is extended up to a
maximum of one hundred eighty (180) days following
the acquisition or formation of the business entity.
This provision does not apply to any person or
organization for which coverage is excluded by
endorsement.
B. Employees As Insureds
The following is added to the SECTION II
COVERED AUTOS LIABILITY COVERAGE, Para-
graph A.1. Who Is An Insured Provision:
Any employeeof yours is an insuredwhile using a
covered autoyou don't own, hire or borrow in your
business or your personal affairs.
C. Blanket Additional Insured
The following is added to the SECTION II
COVERED AUTOS LIABILITY COVERAGE, Para-
graph A.1. Who Is An Insured Provision:
Any person or organization that you are required to
include as an additional insured on this coverage form
in a contract or agreement that is executed by you
before the bodily injuryor property damageoccurs
is an insuredfor liability coverage, but only for
damages to which this insurance applies and only to
the extent that person or organization qualifies as an
insuredunder the Who Is An Insured provision
contained in SECTION II COVERED AUTOS
LIABILITY COVERAGE.
The insurance provided to the additional insured will
be on a primary and non-contributory basis to the
verage if
you are required to do so in a contract or agreement
that is executed by you before the bodily injuryor
property damageoccurs.
D. Blanket Waiver Of Subrogation
The following is added to the SECTION IV BUSI-
NESS AUTO CONDITIONS, A. Loss Conditions, 5.
Transfer Of Rights Of Recovery Against Others
To Us:
We waive any right of recovery we may have against
any person or organization to the extent required of
you by a contract executed prior to any accidentor
loss, provided that the accidentor lossarises out
of the operations contemplated by such contract. The
waiver applies only to the person or organization
designated in such contract.
E. Employee Hired Autos
1. The following is added to the SECTION II
COVERED AUTOS LIABILITY COVERAGE,
Paragraph A.1. Who Is An Insured Provision:
An employeeof yours is an insuredwhile
operating an auto hired or rented under a
contract or agreement in that employee'sname,
with your permission, while performing duties
related to the conduct of your business.
2. Changes In General Conditions:
Paragraph 5.b. of the Other Insurance Con-
dition in the BUSINESS AUTO CONDITIONS is
deleted and replaced with the following:
b. For Hired Auto Physical Damage Coverage,
the following are deemed to be covered
autosyou own:
(1) Any covered autoyou lease, hire, rent
or borrow; and
(2) Any covered auto hired or rented by
your employeeunder a contract in that
individual employee'sname, with your
permission, while performing duties
related to the conduct of your business.
However, any autothat is leased, hired,
rented or borrowed with a driver is not a
covered auto.
F. Fellow Employee Coverage
SECTION II COVERED AUTOS LIABILITY
COVERAGE, Exclusion B.5. does not apply if you
have workers compensation insurance in-force
covering all of your employees.
G. Auto Loan Lease Gap Coverage
SECTION III PHYSICAL DAMAGE COVERAGE,
C. Limit Of Insurance, is amended by the addition of
the following:
In the event of a total loss to a covered autoshown
in the Schedule of Declarations, we will pay any
unpaid amount due on the lease or loan for a covered
auto, less:
1. The amount paid under the PHYSICAL
DAMAGE COVERAGE section of the policy; and
2. Any:
a. Overdue lease/loan payments at the time of
the loss;
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPA 300 03 13 Page 3 of 5
b. Financial penalties imposed under a lease for
excessive use, abnormal wear and tear or
high mileage.
c. Security deposits not returned by the lessor;
d. Costs for extended warranties, Credit Life
Insurance, Health, Accident or Disability
Insurance purchased with the loan or lease;
and
e. Carry-over balances from previous loans or
leases.
H. Glass Repair Waiver Of Deductible
SECTION III PHYSICAL DAMAGE COVERAGE,
D. Deductible is amended by adding the following:
No deductible for a covered autowill apply to glass
damage if the glass is repaired rather than replaced.
I. Personal Effects Coverage
The following is added to SECTION III PHYSICAL
DAMAGE COVERAGE, A. Coverage, 4. Coverage
Extensions:
c. Personal Effects Coverage
In the event of a total theft loss of your covered
auto we will pay up to $400 for lossto wearing
apparel and other personal effects which are:
(1) Owned by an insured; and
(2) In or on your covered auto;
No deductible applies to Personal Effects
Coverage.
J. Hired Auto Physical Damage Coverage
The following is added to SECTION III PHYSICAL
DAMAGE COVERAGE, A. Coverage, 4. Coverage
Extensions:
d. Hired Auto Physical Damage Coverage
If hired autosare covered autosfor Liability
Coverage and this policy also provides Physical
Damage Coverage for an owned auto, then the
Physical Damage Coverage is extended to
autosthat you hire, rent or borrow subject to the
following:
(1) The most we will pay for loss in any one
accidentto a hired, rented or borrowed
autois the lesser of:
(a) $60,000
(b) The actual cash value of the damaged or
stolen property as of the time of the
loss; or
(c) The cost of repairing or replacing the
damaged or stolen property with other
property of like kind and quality.
(2) An adjustment for depreciation and physical
condition will be made in the event of a total
loss.
(3) If a repair or replacement results in better
than like kind or quality, we will not pay for the
betterment.
(4) A deductible equal to the highest Physical
Damage deductible applicable to any owned
auto will apply.
(5) This Coverage Extension will not apply to:
(a) Any auto that is hired, rented or
borrowed with a driver; or
(b) Any auto that is hired, rented or
borrowed from your employee.
K. Hired Auto Physical Damage Loss Of Use
The following is added to SECTION III PHYSICAL
DAMAGE COVERAGE, A. Coverage, 4. Coverage
Extensions:
e. We will pay sums which you legally must pay to
the lessor of a covered autowhich you have
leased without a driver for thirty (30) days or less
auto,
provided:
(1) This insurance provides comprehensive,
specified causes of loss or collision covered
on the covered auto;
(2) The loss of use results from the covered
autobeing damaged in an accidentwhile
you are leasing it.
We will pay up to a maximum limit of $1,500 for
this covered extension.
L. Hired Car Worldwide Coverage
The following is added to SECTION II COVERED
AUTOS LIABILITY COVERAGE, A.2. Coverage
Extensions:
f. Hired Car Worldwide Coverage
(1) We will pay all sums an insuredlegally must
pay as damages because of bodily injuryor
property damageto which this insurance
applies, caused by an accidentwhich
occurs outside of the United States of
America, the territories and possessions of
the United States of America, Puerto Rico
and Canada resulting from the maintenance,
or use of any covered autoof the private
passenger type you lease, hire, rent or
borrow without a driver for thirty (30) days or
less.
(2) With respect to any claim made or suit
instituted outside the United States of
America, the territories and possessions of
the United States of America, Puerto Rico,
and Canada:
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPA 300 03 13 Page 4 of 5
(a) You shall undertake the investigation,
settlement and defense of such claims
and suitsand keep us advised of all
proceedings and actions.
(b) You will not make any settlement without
our consent.
(c) We will reimburse you:
(i) For the amount of damages be-
cause of liability imposed upon you
by law on account of bodily injuryor
property damageto which this
insurance applies, and
(ii) For all reasonable expenses incurred
with our consent in connection with
the investigation, settlement or
defense of such claims or suits
Reimbursement for expenses will be
part of the Limit of Insurance for
liability coverage shown in the
Business Auto Coverage
Declarations, and not in addition to
such limits.
(3) The limit of Insurance for Liability Coverage
shown in the Business Auto Coverage
Declarations is the most we will reimburse
you for the sum of all damages imposed on
you, as set forth in paragraph 2.c. above, and
all expenses incurred by you arising out of
any single accidentor loss
(4) You must maintain the greater of the follow-
ing primary auto liability insurance limits:
(a) Compulsory admitted insurance with
limits required to be in force to satisfy the
legal requirements of the jurisdiction
where the accident occurs; or
(b) Insurance limits required by law and
issued by a government entity or by an
insurer licensed or permitted by law to do
business in the jurisdiction where the
accidentoccurs; or
(c) Auto liability insurance limits of at least
$300,000 combined single limit or
$100,000 per person/$300,000 per acci-
dent Bodily Injury, $100,000 Property
Damage.
If you fail to comply with the above, this
insurance is not invalidated. However, in the
event of a loss, we will pay only to the extent
that we would have been liable had you so
complied.
(5) The insurance provided by this coverage
extension is excess over any other collec-
tible insurance available to you whether on a
primary, excess contingent or any other
basis.
M. Temporary Transportation Expenses
SECTION III PHYSICAL DAMAGE COVERAGE,
A.4. Coverage Extensions, subparagraph a.
Transportation Expenses is deleted and replaced
by the following:
a. Transportation Expenses
(1) We will pay up to a maximum of $1,500 for
temporary transportation expense incurred
by you because of Physical Damage to a
covered auto.
(2) We will pay only for those covered autosfor
which you carry Comprehensive, Colli-sion or
Specified Case of Loss Coverage.
(3) We will pay only for those expenses incurred
by you during the period of time that begins
twenty-four (24) hours after the covered
lossand ends at the time when the covered
auto can be reasonable repaired or
replaced.
(4) This coverage does not apply while there are
spare or reserve autosavailable to you for
your operations.
N. Amended Bodily Injury Definition Mental
Anguish
The following is added to SECTION V
DEFINITIONS, Definition C.:
Bodily injuryalso includes mental anguish, but only
when the mental anguish arises from other bodily
injury, sickness or disease.
O. Airbag Coverage
The following is added to SECTION III PHYSICAL
DAMAGE COVERAGE B. Exclusions 3.a.:
However, this exclusion will not apply to accidental
discharge of an airbag due to mechanical or electrical
breakdown.
P. Amended Insured Contract Definition Railroad
Easement
SECTION V DEFINITIONS paragraph H. Insured
contactis modified as follows:
1. Paragraph H.3. is replaced by the following:
3. Any easement or license agreement.
2. Paragraph H.6.a. is deleted.
Q. Coverage Extensions Audio, Visual And Data
Electronic Equipment Not Designed Solely For
The Production Of Sound
SECTION III PHYSICAL DAMAGE COVERAGE B.
Exclusions, exception paragraph a. to exclusion 4.c.
and 4.d. is deleted and replaced with the following:
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPA 300 03 13 Page 5 of 5
a. Equipment and accessories used with such
equipment, except for tapes, records, discs or
other electronic media device, provided such
equipment is permanently installed in the covered
autoat the time of the loss or is removable
from the housing unit which is permanently
installed in the covered autoat the time of the
loss, and such equipment is designed to be
solely operated by use of the power from the
autoselectrical system, in or upon the covered
autos; or
R. Notice Of And Knowledge Of Occurrence
SECTION IV BUSINESS AUTO CONDITIONS,
A.2. Duties In The Event Of Accident, Claim Suit
Or Loss, subparagraph a. is deleted and replaced
with the following:
a. In the event of accident, claim, suit or loss,
you must give us or our authorized repre-
sentative prompt notice of the accidentor loss
including:
(1) How, when and where the accidentor loss
occurred;
(2) The name and address; and
(3) To the extent possible, the names and
addresses of any injured person and
witnesses.
Your duty to give us or our authorized
representative prompt notice of the accidentor
lossapplies only when the accidentor lossis
known to:
(1) You, if you are an individual;
(2) A partner if you are a partnership; or
(3) An executive officer or insurance manager, if
you are a corporation.
S. Unintentional Errors Or Omissions
SECTION IV BUSINESS AUTO CONDITIONS, B.
General Conditions; 2. Concealment Misrepre-
sentation Or Fraud is amended by adding the
following:
The unintentional omission of, or unintentional error
in, any information given by you shall not prejudice
your rights under this insurance. However this pro-
vision does not affect our right to collect additional
premium or exercise our right of cancellation or
nonrenewal.
T. Towing Coverage
SECTION III PHYSICAL DAMAGE COVERAGE,
A.2. Towing, is deleted and replaced by the
following:
2. We will pay up to $750 for towing and labor costs
incurred each time a covered autois disabled
due to a covered cause of loss. However:
a. All labor must be performed at the place of
disablement; and
b. If the covered auto is a private passenger
type no deductible applies; and
c. If the covered auto is not of the private
passenger type our obligation to pay will be
reduced by a $250 deductible per
disablement.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Reno Caldwell
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 IL N 018 01 22
IL N 018 01 22 © Insurance Services Office, Inc., 2021 Page 1 of 1
CALIFORNIA FRAUD STATEMENT
For your protection, California law requires the following to appear on this form: Any person who knowingly presents false or fraudulent information to obtain or amend insurance coverage or to make a claim for the payment of a loss is guilty of a crime and may be subject to fines and confinement in state prison.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Policy Number:
PPK 2131 12 19
NOTICE TO OUR INSURED AND THEIR AGENTS
OF OUR CLAIM NOTIFICATION PROCEDURE
As part of our continuing effort to provide you with the best service available,
ALL CLAIMS, OCCURRENCES, INCIDENTS, LAWSUITS
under this policy are to be reported immediately to:
RLI Insurance Company
P.O. Box 3961
9025 N. Lindbergh Drive
Peoria, IL 61612-3961
Phone: (877) 863-5095
Fax: (877) 863-4352
Email: [email protected]
ALL LOSSES must be reported in the usual manner as well, to your AGENT or BROKER.
Below is a “cut-out” card to keep in your wallet or with your business papers.
We pledge to continue upgrading our services to our valued policyholders.
Sincerely,
Robert S. Handzel
Vice President, Chief Claim Officer
CUT ALONG DOTTED LINE
Insured: ____________________________________________
Policy No: _________________
RLI Insurance Company
P.O. Box 3961
9025 N. Lindbergh Drive
Peoria, IL 61612-3961
Phone: (877) 863-5095
Fax: (877) 863-4352
Email: [email protected]
Keep this card with you or in a safe place.
PSE0001370
Schaaf & Wheeler, Consulting Civil Engineers
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 ThisPolicyholderNoticedoesnotprovidecoveragenorcanitbeconstruedtoreplaceanyprovisionsofyourpolicy.Pleasereadyourpolicycarefullytodetermineyourrights,duties,andwhatisandwhatisnotcoveredbyyourpolicy.ThisNoticeshouldonlybeusedtoprovideinformationconcerningthepossibleimpactofyourinsurancecoverageasitrelatestodirectivesissued by OFAC.PLEASE READ THIS NOTICE CAREFULLY.OFACadministersandenforceseconomicandtradesanctionsandplacesrestrictionsoncertaintransactions.OFACactspursuanttoExecutiveOrdersofthePresidentoftheUnitedStatesandspecificlegislation.OFAChasidentifiedandnamednumerousforeignagents,frontorganizations,terrorists,terroristorganizations,andnarcoticstraffickers,amongothers,as“SpeciallyDesignatedNationalsandBlockedPersons.”ThecompletelistcanbefoundontheUnited States Treasury website – http://www.treas.gov/ofac.Varioustradeoreconomicsanctionsandotherlawsorregulationsprohibitusfromprovidinginsuranceincertaincircumstances.InaccordancewithOFACregulations,ifitisdeterminedthatyouoranyotherinsured,oranypersonorentityclaimingthebenefitsofthisinsurancehasviolatedU.S.sanctionslaworisaSpeciallyDesignatedNationalandBlockedPerson,asidentifiedbyOFAC,thisinsurancecontractisconsideredablockedorfrozencontractandwillbeconsiderednullandvoid.Whenaninsurancepolicyisconsideredtobeablockedorfrozencontract,allprovisionsofthisinsurancewillbeimmediatelysubjecttoOFAC,andneitherpaymentsnorpremiumrefundsmaybemadewithoutauthorizationfromOFAC.Otherlimitations on the premiums and payments may also apply.
NOTICE TO POLICYHOLDERSPeoria, Illinois 61615Policy Number:
UW 20342 (03/12)Page 1 of 1
REGARDING THE UNITED STATES TREASURY DEPARTMENT – OFFICE OF FOREIGN ASSETS CONTROL (OFAC) RLI Insurance Company
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
IMPORTANT NOTICE TO POLICYHOLDERS
TERRORISM RISK INSURANCE ACT, AS AMENDED
Under the Terrorism Risk Insurance Act, as amended (the " Act"), we must make coverage for " certified acts of terrorism " available in the policies we offer. We notified you at the time of offer and purchase of the policy to which this Notice is attached that this coverage was available and we gave you the right to reject our offer of such terrorism coverage. If you elected to purchase the coverage, the premium charged for such coverage is shown on the Declarations page of the policy. If you elected to reject the coverage we have not charged your policy for terrorism coverage and have attached a terrorism exclusion to your policy.
PLEASE NOTE: IF YOU REJECTED THE OFFER OF FEDERAL TERRORISM INSURANCE
COVERAGE, THAT REJECTION DOES NOT APPLY TO THE LIMITED EXTENT THAT
RELEVANT STATE LAW REQUIRES COVERAGE FOR FIRE LOSSES RESULTING FROM CERTIFIED ACTS OF TERRORISM UNDER THE ACT.
You should know that where coverage is provided by this policy for losses resulting from certified acts of
terrorism, such losses may be partially reimbursed by the United States government under a formula established by federal law. Under this formula, the United States government generally reimburses 85% through 2015; 84% beginning on January 1, 2016; 83% beginning on January 1, 2017; 82% beginning January 1, 2018; 81% beginning January 1, 2019 and 80% beginning January 1, 2020 of covered terrorism loss
es exceeding the statutorily established deductible paid by the insurance company providing the coverage.
You should also know that the Act contains a $100 billion cap that limits U.S. Government reimbursement as well as insurers' liability for losses resulting from certified acts of terrorism when the amount of such loss
es in any one calendar year exceeds $100 billion. If the aggregate insured losses for all insurers exceed $100 billion, your coverage may be reduced.
Specific coverage terms for terrorism, including limitations and exclusions, are more fully described in e
ndorsements attached to the policy. Your policy may contain an exclusion for losses that are not e
ligible for federal reinsurance under the Act.
Definitions:
"Certified act of terrorism ," as defined in Section 102(1) of the Act, means an act that is certified by the Secretary of the Treasury – in consultation with the Secretary of Homeland Security, and the Attorney General of the United States – to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property, or infrastructure; to have resulted in damage within the United States, or outside the United
States in the case of certain air carriers or vessels or the premises of a United States mission; and to have been committed by an individual or individuals as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion.
RIL 2133B (01/15) Page 1 of 1
PSE0001370
RLI Insurance Company
Policy Number:
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 RLIPack® EXCESS LIABILITY
DECLARATIONS
RLI Insurance Company
9025 N. Lindbergh Drive - Peoria, Illinois 61615
POLICY NO: PSE0001370 PRODUCER: 68072 IOA Insurance Services (68072)
1855 W State Rd 434
Longwood, FL 32750
ITEM 1. NAMED INSURED AND MAILING ADDRESS
Schaaf & Wheeler, Consulting Civil Engineers
dba: Schaaf & Wheeler
4699 Old Ironsides Drive
Suite 350
Santa Clara, CA 95054
ITEM 2. POLICY PERIOD (Mo./Day/Yr.)
FROM 06/06/2024 TO 06/06/2025 12:01 A.M. Standard Time at your mailing address shown above.
ITEM 3. LIMITS OF LIABILITY
$ 5,000,000 Each Occurrence
$ N/A Each Occurrence Auto Sublimit
$ 5,000,000 General Aggregate
$ 5,000,000 Products-Completed Operations Aggregate
TEM 4. SCHEDULE OF UNDERLYING INSURANCE
See PPU 110
ITEM 5. PREMIUM
Non-Auditable X
Flat Rate: $2,150
Auditable
Advance Premium: $ Rate: $ Premium Basis:
Estimated Exposure: Audit Period (annual unless noted):
Policy Minimum: $
Terrorism Charge: $18
Total Premium Due: $2,168.00
ITEM 6. FORMS AND ENDORSEMENTS ATTACHED AND MADE A PART OF THIS POLICY AT ISSUE See endorsement RIL 2150
Countersigned by
_ _
Authorized Representative
PPU 100 09 19 Page 1 of 1
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PPU 110 04 23 Page 1 of 1 Policy Number: PSE0001370 RLI Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® SCHEDULE OF UNDERLYING INSURANCE
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
Item 4. of the declarations is amended to include:
Type of Coverage Carrier Eff. Date Exp. Date Limits
General Liability
Only the Type of
Coverage identified in
this Schedule of
Underlying Insurance
by Carrier, policy
number and applicable
Limits are to be
included.
RLI Insurance
Company
06/06/2024 06/06/2025
Occurrence $ 2,000,000
Aggregate $ 4,000,000
Employee Benefits
Liability
Only the Type of
Coverage identified in
this Schedule of
Underlying Insurance
by Carrier, policy
number and applicable
Limits are to be
included.
RLI Insurance
Company
06/06/2024 06/06/2025
Each Employee $1,000,000
Aggregate $1,000,000
Employers’ Liability
Only the Type of
Coverage identified in
this Schedule of
Underlying Insurance
by Carrier, policy
number and applicable
Limits are to be
included.
RLI Insurance
Company
12/11/2023 12/11/2024
Each Accident: Statutory Limits or $1,000,000
,whichever is greater
Disease Each Employee: Statutory Limits or
$1,000,000 ,whichever is greater
Disease Policy Limit: Statutory Limits or
$1,000,000 ,whichever is greater
Business Auto Liability
Only the Type of
Coverage identified in
this Schedule of
Underlying Insurance
by Carrier, policy
RLI Insurance
Company
06/06/2024 06/06/2025
Each Accident $1,000,000
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PPU 110 04 23 Page 1 of 1 number and applicable
Limits are to be
included.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 RIL 2150 (08/08) Page 1
Policy Number: PSE0001370
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
APPLICABLE FORMS & ENDORSEMENTS
FORMS AND ENDORSEMENTS LISTED BELOW APPLY TO AND ARE MADE PART OF THIS POLICY AT TIME OF ISSUE.
Form Number Form Title
PPU101 07 17 RLIPACK COMMERCIAL EXCESS LIABILITY COVERAGE FORM PPK2107 05 11 RLIPACK NOTICE OF CANCELLATION OR NONRENEWAL
INCLUDING NONPAYMENT OF PREMIUM DESIGNATED PERSON
OR ORGANIZATION
PPK2108 05 11 RLIPACK NOTICE OF CANCELLATION OR NONRENEWAL -
DESIGNATED PERSON OR ORGANIZATION
PPU300 06 10 RLIPACK ASBESTOS EXCLUSION
PPU301 06 10 RLIPACK SILICA EXCLUSION
PPU302 03 20 RLIPACK FOR DESIGN PROFESSIONALS PROFESSIONAL SERVICES
EXCLUSION
PPU303 06 10 RLIPACK LEAD EXCLUSION
PPU304 06 10 RLIPACK FOR DESIGN PROFESSIONALS EXCESS LIABILITY
ENHANCEMENT
PPU305 06 10 RLIPACK DISCRIMINATION EXCLUSION
PPU306 06 10 RLIPACK EMPLOYMENT PRACTICES LIABILITY EXCLUSION PPU307 06 10 RLIPACK DAMAGES TO PREMISES RENTED TO YOU EXCLUSION PPU308 09 11 RLIPACK UNINSURED/UNDERINSURED MOTORISTS EXCLUSION PPU310 01 15 RLIPACK CAP ON LOSSES FROM CERTIFIED ACTS OF TERRORISM PPU343 01 24 PUNITIVE DAMAGE EXCLUSION
RIL2143 11 13 CONDITIONAL EXCLUSION OF TERRORISM (RELATING TO
DISPOSITION OF FEDERAL TERRORISM RISK INSURANCE ACT)
ILF0001 04 22 SIGNATURE PAGE
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Policy Number: RLI Insurance Company
PPU 101 07 17 Page 1 of 6
RLIPack® COMMERCIAL EXCESS LIABILITY COVERAGE FORM
(Occurrence Form)
Various provisions in this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered.
Throughout this policy the words "you" and "your" refer to the "Named Insured" shown in the Declarations. The
words "we," "us" and "our" refer to the Company providing this insurance.
The word "insured" means any person or organization
qualifying as an insured person under the terms of the
underlying insurance.
Other words and phrases that appear in bold print have
special meaning. Refer to SECTION II – DEFINITIONS.
In consideration of the payment of premium, in reliance upon the statements in the Declarations and Schedule of Underlying Insurance which are made a part of this policy, and subject to the terms, conditions and exclusions of this policy we agree with you as follows:
SECTION I – INSURING AGREEMENT
A. Coverage
Subject to the other provisions of this policy, we will pay on behalf of the i nsured the insured's ultimate
net loss if such loss results from an occurrence
insured by underlying insurance . However, the
insurance afforded by this policy shall apply: (a) only in excess of the underlying insurance; (b) only after
the underlying in surance has been exhausted by
payment of the limits of liability of such insurance; and (c) only if caused by an occurrence which takes place
during the policy period and in the coverage territory
as defined in the underlying insurance . If the
underlying insu rance does not pay a loss, for
reasons other than exhaustion of an aggregate limit of
liability, then we shall not pay such loss.
This policy, except where provisions to the con trary
appear herein, is subject to all of the condi tions,
agreements, exclusi ons, endorsements and
limitations of and shall follow the underlying insurance in all respects.
B. Defense And Expense Of Claims And Suits
1. We shall not be obligated to assume charge of or
participate in the settlement or defense of any
claim made, or s uit brought, or pro ceedings
instituted against the insured. How ever, we shall
have the right and opportunity to be associated
with the insured in the de fense of any claim, suit
or proceeding which, in our opinion, may create
liability under the terms of this policy. If we
assume such right and opportunity, we shall not
continue to defend or participate in the defense of
any claim or suit after the applicable limit of
liability of this policy has been exhausted.
2. We shall not pay any expenses except as follows:
a. If the insured is legally liable for interest which
accrues on a judgment after the entry of the
judgment and before we have paid, offered to
pay, or deposited in court the amount of the
judgment to which this policy applies, then we
will pay the in terest on the amount of the
judgment to which this policy applies.
b. If an expense is incurred directly by us and
solely at our discretion, then we will pay such
expense.
c. If a payment for damages is made under this
policy, then we will pay relate d pre judgment
interest for which the insured is legally liable,
provided:
(1) The underlying insurance pays pre-
judgment interest; and
(2) Our share of prejudgment interest shall
not exceed the proportion that payment
for damages under this policy bears to
the to tal damages determined by final
judgment or settlement.
3. Subject to all of the foregoing:
a. If the defense expense payments are in -
cluded within the limit of liability of the
underlying insurance by the terms of that
policy, then any such expense pay ment we
make shall reduce the limit of liability of this
policy.
b. If the underlying insurance does not include
defense expense payments within its limit of
liability by the terms of that pol icy, then any
such expense payment we make shall not
reduce the limit of liability of this policy.
C. Limits Of Liability
1. The limit of liability stated in the Declarations as applicable to each occurrence shall be the total
limit of our liability for all ultimate net loss
sustained by any one person or as the result of
any one occurrence as applied to the appropriate
coverage.
2. Subject to the limit of liability for each occurrence:
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPU 101 07 17 Page 2 of 6
a. The limit of liability stated in the Decla rations
as general aggregate is the most we will pay
during each policy period for all ultimate net
loss, except ultimate net loss because of
injury and damage included in the products -
completed oper ations hazard or for covered
claims involving automobile liability; and
b. The limit of liability stated in the Decla rations
as products -completed opera tions aggregate
is the most we will pay during each policy
period for all ultimate net loss because of
injury and damage included in the products -
completed operations hazard.
3. This insurance shall apply only as excess of the
underlying insurance limits of liability shown in
the Declarations. However, if the limit of liability of the underlying insurance shown in the
Declarations has been reduced or exhausted
because of payments for an occurrence which
took place during our policy period, then this
policy shall apply as excess of such reduced limit
of liability of the underlying insurance.
SECTION II – DEFINITIONS
A. Ultimate net loss means all sums actually paid, or
which the insured is legally obligated to pay, as
damages in settlement or satisfaction of claims or
suits for which insurance is afforded under this policy, after proper deduction for all recoveries or salvage.
Ultimate net loss shall include defense expense
payments made by the insurer of the underlying
insurance, provided that such expenses a re included
within the limit of insurance of the underlying
insurance by the terms of that policy.
B. Underlying insurance means the policy or policies of insurance in the Schedule of Underlying Insurance.
SECTION III – EXCLUSIONS
Regardless of whether or not such coverage is afforded
by any underlying insurance, this policy does not apply:
A. Pollution
1. Advertising injury, bodily injury, personal injury or property damage arising out of the actual, alleged
or threatened discharge, dispersal, seepage,
migration, release or escape of pollutants:
a. That are, or that are contained in any property
that is:
(1) Being moved from the place where such
property or pollutants are ac cepted by an
insured for movement into or onto an
automobile;
(2) Being transported or towed by an
automobile;
(3) Otherwise in the course of transit by or on
behalf of an insured;
(4) Being stored, disposed of, treated or
processed in or upon an automobile; or
(5) Being moved from an automobile to the
place where such property or pol lutants
are finally delivered, disposed of or
abandoned by an insured;
b. At or from any premises, site or location
which is or was at any time, owned or
occupied by, or rented or loaned to, any
insured;
c. At or from any premises, site or location
which is or was at any time u sed by or for any
insured or others for the handling, storage,
disposal, processing or treatment of waste;
d. Which are or were at any time trans ported,
handled, stored, treated, disposed of, or
processed as waste by or for any in sured or
any person or orga nization for whom any
insured may be legally responsible; or
e. At or from any premises, site or location on
which any insured or any contractors or
subcontractors working directly or in directly
on any insured's behalf are per forming
operations;
(1) If the pol lutants are brought on or to the
premises, site or location in con nection
with such operations by such insured,
contractor or subcontractor; or
(2) If the operations are to test for, mon itor,
clean up, remove, contain, treat, detoxify
or neutralize or in any way respond to, or
assess the effects of pollutants.
Paragraphs 1.a.(4) and 1.b. through 1.e. above
do not apply to fuels, lubricants, fluids, exhaust
gases or other similar pollutants that are needed
for or result from the normal electrical, hydraulic
or mechanical functioning of an automobile or its
parts, if the pollutants escape, seep or migrate or
are discharged, dispersed or released directly
from an auto part designed by its manufacturer to
hold, store, receive or dispose of such pollutants.
Paragraphs 1.b. through 1.e. above do not apply
to pollutants not in or upon an automobile if:
a. The pollutants or any property in which the
pollutants are contained are upset,
overturned or damaged as a result of the
maintenance or use of an automobile;
b. The discharge, dispersal, seepage, mi gration,
release or escape of the pollut ants is caused
directly by such upset, overturn or damage;
and
c. The bodily injury or property damage is not
otherwise excluded under Paragraph 1.a. of
this exclusion.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPU 101 07 17 Page 3 of 6
Paragraph 1.e.(1) above does not apply to bodily
injury or property damage arising out of the
escape of fuels, lubricants or other op erating
fluids which are needed to perform the normal
electrical, hydraulic or mechanical functions
necessary for the operation of mo bile equ ipment
or its parts, if such fuels, lu bricants or other
operating fluids escape from a vehicle part
designed to hold, store or re ceive them. This
exception does not apply if the fuels, lubricants or
other operating fluids are intentionally discharged,
dispersed or re leased, or if such fuels, lubricants
or other op erating fluids are brought on or to the
premises, site or location with the intent to be
discharged, dispersed or released as part of the
operations being performed by such insured,
contractor or subcontractor.
Paragraphs 1.b. and 1.e.(1) above do not apply to
bodily injury or property damage arising out of
heat, smoke or fumes from a hostile fire.
2. Any loss, cost or expense arising out of any:
a. Request, demand or order that any in sured or
others test for, monitor, clean up, remove,
contain, treat, detoxify or neu tralize, or in any
way respond to, or as sess the effects of
pollutants; or
b. Claim or suit by or on behalf of any gov -
ernmental authority or others for dam ages
because of tes ting for, monitoring, cleaning
up, removing, containing, treat ing, detoxifying
or neutralizing, or in any way responding to,
or assessing the effects of pollutants.
As used in this exclusion:
1. Hostile fire means one which becomes un -
controllable or breaks out from where it was
intended to be; and
2. Pollutants means any solid, liquid, gaseous or
thermal irritant or contaminant, including smoke,
vapor, soot, fumes, acids, alkalis, chemicals and
waste. Waste includes mate rials to be recycled,
reconditioned, reclaimed or disposed of.
B. Nuclear Energy Liability Exclusion (Broad Form)
This policy does not apply:
1. Under any Liability Coverage, to ultimate net
loss:
a. With respect to which an insured under this
policy is also an insured under a nuclear
energy liab ility policy issued by Nuclear
Energy Liability Insurance Association, Mutual
Atomic Energy Liability Underwriters or
Nuclear Insurance Asso ciation of Canada, or
would be an insured under any such policy
but for its termi nation upon exhaustion of its
limit of liability; or
b. Resulting from the hazardous properties of
nuclear material and with respect to which (a)
any person or organization is required to
maintain financial protection pursuant to the
Atomic Energy Act of 1954, or any law
amendatory thereo f, or (b) the insured is, or
had this policy not been issued would be,
entitled to indemnity from the United States of
America, or any agency thereof, under any
agreement entered into by the United States
of America, or any agency thereof, with any
person or organization.
2. Under any Medical Payment Coverage, or un der
any Supplementary Payments provision relating
to first aid, to expenses incurred with respect to
ultimate net loss resulting from the hazardous
properties of nuclear material and arising ou t of
the operation of a nuclear facility by any person or
organization;
3. Under any Liability Coverage, to ultimate net
loss resulting from the hazardous properties of
nuclear material, if:
a. The nuclear material (a) is at any nuclear
facility owned by, or operated by or on behalf
of, an insured, or (b) has been dis charged or
dispersed therefrom;
b. The nuclear material is contained in spent
fuel or waste at any time possessed, handled,
used, processed, stored, trans ported or
disposed of by or on behalf of an insured; or
c. The loss arises out of the furnishing by an
insured of services, materials, parts or
equipment in connection with the plan ning,
construction, maintenance, opera tion or use
of any nuclear facility. If such facility is located
within the Unite d States of America, its
territories or possessions or Canada, this
Exclusion 3. applies only to ultimate net loss
to such nuclear facil ity and any property
thereat.
As used in this policy:
Hazardous properties include radioactive, toxic or
explosive properties;
Nuclear material means source material, special
nuclear material or by-product material;
Source material, special nuclear material and by -
product material have the mean ings given them in the
Atomic Energy Act of 1954 or in any law amendatory
thereof;
Spent fuel means any fuel element or fuel component,
solid or liquid, which has been used or exposed to
radiation in a nuclear reactor;
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPU 101 07 17 Page 4 of 6
Waste means any waste material (1) containing by -
product material other than the tailings or waste
produced by the extraction or concentration of
uranium or thorium from any ore processed primarily
for its source material content, and (2) resulting from the operation by any per son or organization of any
nuclear facility included within the definition of nuclear facility under Paragraph (a) or (b) thereof;
Nuclear facility means:
(a) Any nuclear reactor;
(b) Any equipment or device designed or used for: (1)
separating the isotopes of uranium or plutonium,
(2) processing or utilizing spent fuel, or (3)
handling, processing or packaging waste;
(c) Any equipment or device used for the processing,
fabricating or alloying of special nuclear material if
at any time the total amount of such material in
the custody of the insured at the premises where
such equipment or device is located consists of or
contains more than 25 grams of plutonium or
uranium 233 or any combina tion thereof, or more
than 250 grams of uranium 235;
(d) Any structure, basin, excavation, premises or
place prepared or used for the storage or disposal
of waste;
And inclu des the site on which any of the
foregoing is located, all operations conducted on
such site and all premises used for such
operations;
Nuclear reactor means any ap paratus designed
or used to sustain nuclear fission in a self -
supporting chain reaction or to contain a critical
mass of fissionable material;
Ultimate net loss includes all forms of
radioactive contamination of property.
C. Workers’ Compensation And Similar Laws
This policy does not apply:
To any obligation of the insured under a workers’
compensation, disability benefits or unemployment
compensation law or any similar law.
SECTION IV – CONDITIONS
A. Appeal – In the event you or any underlying insurer
elect not to appeal a judgment in excess of the
amount of any underlying insurance , we may e lect
to appeal. Our limit of liability shall not be increased because of such appeal. Any appeal we elect to make
will be at our cost and expense.
B. Assignment – Your interest in this policy may not be transferred to another; except by an en dorsement
issued by us which gives our consent. If you die, this
policy shall apply: (1) to your legal representative, but only while acting within the scope of their duties as
such; and (2) with respect to your property, to the
person having proper temporary custody as an
insured, but only until the appointment and
qualification of the legal representative.
C. Changes – This policy may be changed only by an
endorsement issued to form a part of the policy.
Notice to you or to our agent or knowledge possessed
by us, by ou r agent or by any other person shall not
affect a waiver or a change in any part of this policy.
Nor will such notice or knowledge prevent us from
asserting any right under the terms of this policy.
D. Cancellation
1. The first Named Insured shown in the Dec -
larations may cancel this policy by mailing or
delivering to us or any of our authorized agents
advance written notice of cancellation.
2. We may cancel this policy by mailing or de livering
to the first Named Insured written notice of
cancellation at least:
a. Ten (10) days before the effective date of
cancellation if we cancel for nonpayment of
premium; or
b. Thirty (30) days before the effective date of
cancellation if we cancel for any other reason.
3. We will mail or deliver our notice to the first
Named Ins ured's last mailing address known to
us.
4. Notice of cancellation will state the effective date of cancellation. The policy period will end on that
date.
5. If this policy is cancelled, we will send the first
Named Insured any premium refund due. If we
cancel, the refund will be pro rata. If the first
Named Insured cancels, the refund will be
computed at ninety percent (90%) of pro rata. The
cancellation will be effective even if we have not
made or offered a refund.
6. If notice is mailed, proof of mailin g will be suf - ficient proof of notice.
E. Duties In The Event Of Occurrence, Claim Or Suit
You must see to it that we receive prompt written
notice of an occurrence which may result in a claim
under this policy. Notice should include how, when
and where the occurrence took place. The names and
addresses of any injured persons and witnesses must
be included.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPU 101 07 17 Page 5 of 6
If a claim is made or suit brought against any in sured, you must see to it that we receive prompt written
notice of the claim or suit.
You and any other insured involved must:
1. Immediately send us copies of any demands,
notices, summonses or legal papers received in
connection with the claim or suit;
2. Authorize us to obtain records and other
information;
3. Cooperate with us in the investigation, settlement,
or defense of the claim or suit; and
4. Assist us, upon our request, in the enforce ment of
any right against any person or or ganization
which may be liable to the insured because of
injury or damage to which this insurance may also
apply.
It is a requir ement of this policy that you do not make any admission of liability. You shall not, un less we
agree, incur any expense or make any payment. If
you do, such liability, expense or pay ment will be at
your own cost.
F. Bankruptcy Of The Underlying Insurer – In the
event of the bankruptcy or insolvency of the in surer of any underlying insurance, the insurance afforded by
this policy shall not replace such underlying
insurance. Rather, this policy shall apply in the same
manner as though such underlying insur ance were
available and collectible.
G. Maintenance Of Underlying Insurance – You agree
to maintain all underlying insurance in full force and
effect as scheduled in the Schedule of Underlying
Insurance at the inception of this policy and during our policy period except for reduction of aggregate limits
of liability by payment of losses. If any underlying
insurance is not maintained in full effect by the
insured, or if there is any material change in the
terms, conditions or scope of coverage, by
endorsement or otherwise, of any underlying
insurance, the insurance afforded by this policy shall
apply in the same manner as though such underlying
insurance had been in full effect, so maintained and
unchanged. You agree to notify us promptly if any
underlying insurance is cancelled or terminated.
H. Premium – Premiums for this policy shall be stated in the Declarations and computed in accordance with
our rules, rates, rating plans, premiums, and minimum
premiums applicable to this insurance. If this policy is issued for a period in excess of one year, the
premium for this policy may be revised on each
annual anniversary. Any such revision will be in
accordance with our manuals in effect at that time.
If the policy is issued on a non -auditable basis, the
Flat Rate Premium becomes the policy premium.
If the policy is issued on an auditable basis, the
premium designated on the Declarations page as
Advance Premium shall be credited to the amount of
earned premium due at the end of the policy period.
At the close of each audit period, the earned premium
shall be computed for such period. Upon notice to
you, it shall become due and payable. If the total
earned premium exceeds the Advance Premium
previously paid, the amount by which the earned
premium exceeds the Advance Premium shall be due
and payable to us by you. In no case shall the earned
premium be less than the Minimum Premium shown
on the Declarations page.
You shall maintain records of such information as is
necessary for premium computation. You shall send
copies of such records to us at the end of this policy
period. You shall also send us copies of such records
at such times during the policy period as we may
direct.
I. Legal Action Against Us – No legal action shall be
brought against us unless the insured has f ully
complied with all terms of this policy. In addition, no legal action shall be brought against us until the
amount of the insured's obligation to pay has been
finally determined. The insured’s obligation to pay
must be finally determined either by judg ment against
the insured after actual trial or by written agreement
between us, the insured and the claimant.
J. Conformity – Terms of this policy which are in
conflict with the laws of the state wherein this policy is issued are hereby amended to conform to such laws.
K. Other Insurance – If other insurance, whether
collectible or not, is available to the insured covering a loss also covered by this policy, other than insurance
that is specifically excess of the insurance afforded by this policy, the insurance a fforded by this policy shall be in excess of, and shall not contribute with, such
other insurance.
L. Subrogation – In the event of any payment under
this policy, the insured must notify us of any of the
insured's rights of recovery against any person or
organization. We shall be subrogated to all such
rights. The insured shall execute and deliver
instruments and papers and do whatever else is
necessary to secure such rights. The insured shall do
nothing after loss to prejudice such rights.
Any amount recovere d through subrogation or
otherwise shall be apportioned in the inverse order of
payment of the claim or claims involved to the extent
of actual payment thereof by all interests. The
expenses of all such recoveries and proceedings in
connection therewith sh all be apportioned in the ratio of respective recoveries. With respect to proceedings
conducted solely by us, if there is no recovery, we will bear the expense thereof. If there is a recovery, we
shall be reimbursed in full from such recovery for the
amount of all expenses incurred by us before
apportionment of such recovery as herein provided.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 PPU 101 07 17 Page 6 of 6
M. Salvage – All salvage, recoveries, or payments
recovered or received subsequent to a loss
settlement under this policy shall be applied as if
recovered or received p rior to such settlement. All
necessary adjustments shall then be made between
the insured and us. Nothing in this clause shall be
construed to mean that losses under this policy are
not recoverable until the insured's ultimate net loss
has been finally ascertained.
N. Inspection And Audit – We shall be permitted but
not obligated to inspect your property and operations
at any time. Neither our rights to make inspections,
nor the making thereof, nor any report thereon shall
constitute an undertaking, on behalf of or for the
benefit of you or others, to determine or warrant that
such property or operations are safe.
We may examine and audit your books and records at
any time during the policy period and extensions
thereof and within three (3) years after the fina l
termination of this policy, as far as they relate to the subject matter of this insurance.
O. Separation Of Insureds – Except with respect to the
limits of liability this insurance applies as if each
Named Insured were the only Named Insured and
separately to each insured against whom claim is
made or suit is brought.
P. Payment Of Loss – It is a condition of this policy that the insurance afforded under this policy shall apply
only after the underlying insurance has been
exhausted by payment of its limits of l iability. Upon
final determination by settlement, award or verdict of
the liability of the insured, we will promptly pay you as you shall pay, or be required to pay, the amounts of
any losses falling within the terms or limits of this
insurance. All losses covered under this policy shall
be due and payable by us within thirty (30) days after
they are respectively claimed and proof of loss filed
with us in conformity with this policy. Bankruptcy or
insolvency of the insured shall not relieve us of any of our obligations hereunder.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y Named Insured:
PPK 2107 05 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® NOTICE OF CANCELLATION OR
NONRENEWAL INCLUDING NONPAYMENT OF PREMIUM –
DESIGNATED PERSON OR ORGANIZATION
Schedule
Designated Person or Organization:
Email Address:
US Mail Address:
If we cancel or chose to nonrenew this policy for any re ason other than nonpayment of premium we will provide written notice at least (___) days before the effective date of the cancellation or nonrenewal to the designated person or organization in the above schedule. For cancellation due to nonpayment of premium we will provide written notice at least 10 days before the effective date of cancellation to the designated person or organization in the above schedule.
Such notice will be sent via the US mail address or E-mail address listed above. Proof of mailing or e-mailing will be sufficient proof of notice
PSE0001370
City of San Mateo
330 W 20th Avenue
San Mateo, CA 94403
30 Schaaf & Wheeler, Consulting Civil Engineers
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y Named Insured:
PPK 2108 05 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® NOTICE OF CANCELLATION OR NONRENEWAL –
DESIGNATED PERSON OR ORGANIZATION
Schedule
Designated Person or Organization:
Email Address:
US Mail Address:
If we cancel or chose to nonrenew this policy for any re ason other than nonpayment of premium we will provide written notice at least (___) days before the effective date of the cancellation or nonrenewal to the designated person or organization in the above schedule.
Such notice will be sent via the US mail address or E-mail address listed above. Proof of mailing or e-mailing will be sufficient proof of notice.
PSE0001370
Schaaf & Wheeler, Consulting Civil Engineers
City of South San Francisco
315 Maple Avenue
South San Francisco, CA 94080
30 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y Named Insured:
PPK 2108 05 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® NOTICE OF CANCELLATION OR NONRENEWAL –
DESIGNATED PERSON OR ORGANIZATION
Schedule
Designated Person or Organization:
Email Address:
US Mail Address:
If we cancel or chose to nonrenew this policy for any re ason other than nonpayment of premium we will provide written notice at least (___) days before the effective date of the cancellation or nonrenewal to the designated person or organization in the above schedule.
Such notice will be sent via the US mail address or E-mail address listed above. Proof of mailing or e-mailing will be sufficient proof of notice.
PSE0001370
Schaaf & Wheeler, Consulting Civil Engineers
City of San Mateo
2050 Detroit Drive
San Mateo, CA 94404
30 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y Named Insured:
PPK 2108 05 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® NOTICE OF CANCELLATION OR NONRENEWAL –
DESIGNATED PERSON OR ORGANIZATION
Schedule
Designated Person or Organization:
Email Address:
US Mail Address:
If we cancel or chose to nonrenew this policy for any re ason other than nonpayment of premium we will provide written notice at least (___) days before the effective date of the cancellation or nonrenewal to the designated person or organization in the above schedule.
Such notice will be sent via the US mail address or E-mail address listed above. Proof of mailing or e-mailing will be sufficient proof of notice.
PSE0001370
Schaaf & Wheeler, Consulting Civil Engineers
City of San Mateo Public Works
330 W 20th Avenue
San Mateo, CA 94403
30 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y Named Insured:
PPK 2108 05 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® NOTICE OF CANCELLATION OR NONRENEWAL –
DESIGNATED PERSON OR ORGANIZATION
Schedule
Designated Person or Organization:
Email Address:
US Mail Address:
If we cancel or chose to nonrenew this policy for any re ason other than nonpayment of premium we will provide written notice at least (___) days before the effective date of the cancellation or nonrenewal to the designated person or organization in the above schedule.
Such notice will be sent via the US mail address or E-mail address listed above. Proof of mailing or e-mailing will be sufficient proof of notice.
PSE0001370
Schaaf & Wheeler, Consulting Civil Engineers
Santa Clara Valley Water District
5750 Almaden Expressway
San Jose, CA 95118
30 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y Named Insured:
PPK 2108 05 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® NOTICE OF CANCELLATION OR NONRENEWAL –
DESIGNATED PERSON OR ORGANIZATION
Schedule
Designated Person or Organization:
Email Address:
US Mail Address:
If we cancel or chose to nonrenew this policy for any re ason other than nonpayment of premium we will provide written notice at least (___) days before the effective date of the cancellation or nonrenewal to the designated person or organization in the above schedule.
Such notice will be sent via the US mail address or E-mail address listed above. Proof of mailing or e-mailing will be sufficient proof of notice.
PSE0001370
Schaaf & Wheeler, Consulting Civil Engineers
City of Larkspur
400 Magnolia Avenue
Larkspur, CA 94939
30 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y Named Insured:
PPK 2108 05 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® NOTICE OF CANCELLATION OR NONRENEWAL –
DESIGNATED PERSON OR ORGANIZATION
Schedule
Designated Person or Organization:
Email Address:
US Mail Address:
If we cancel or chose to nonrenew this policy for any re ason other than nonpayment of premium we will provide written notice at least (___) days before the effective date of the cancellation or nonrenewal to the designated person or organization in the above schedule.
Such notice will be sent via the US mail address or E-mail address listed above. Proof of mailing or e-mailing will be sufficient proof of notice.
PSE0001370
Schaaf & Wheeler, Consulting Civil Engineers
City of Monterey
580 Pacific Street
Monterey, CA 93940
30 Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 300 06 10 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® ASBESTOS EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This insurance does not apply to bodily injury, property damage, personal and advertising injury, or medical
payments arising out of:
1. Asbestos, asbestos fibers or asbestos products or
to any obligation of the insured to indemnify
another and/or contribute with another because of
damages arising out of, or as a result of such bodily
injury, property damage, personal and advertising
injury, or medical payments;
2. Any supervision, instructions, recommendations,
notices, warnings, testing, monitoring or advice
given or which should have been given in
connection with the manufacturing, selling, renting,
consulting, removal, demolition, and/or distributing
of asbestos, asbestos fibers or asbestos products
or products or premises containing asbestos;
3. Removal of asbestos or products containing
asbestos including:
a. Cost of asbestos removal and replacement with
other fire retardant materials;
b. Property damage in the course of removing
asbestos, asbestos fibers or asbestos products.
4. Any loss, cost or expense arising out of any
request, demand or order that any insured or
others test for, monitor, clean up, remove, contain,
treat, detoxify or neutralize, or in any way respond
to, or assess the effects of asbestos, asbestos
fibers, or asbestos products; or
5. Any loss, cost or expense arising out of any claim or suit by or on behalf of a governmental authority for
damages, because of testing for, monitoring,
cleaning up, removing, containing, treating,
detoxifying or neutralizing, or in any way
responding to, or assessing the effects of asbestos,
asbestos fibers, or asbestos products.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 301 06 10 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® SILICA EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This insurance does not apply to:
1. Bodily injury or medical payments arising, in whole
or in part, out of the actual, alleged, threatened or
suspected inhalation of, or ingestion of, “silica” or
“silica-related dust".
2. Property damage arising, in whole or in part, out of the actual, alleged, threatened or suspected contact
with, exposure to, existence of, or presence of,
"silica" or "silica-related dust".
3. Personal and advertising injury arising, in whole or in part, out of the actual, alleged, threatened or
suspected inhalation of, ingestion of, contact with,
exposure to, existence of, or presence of, "silica" or "silica-related dust".
4. Any loss, cost or expense arising, in whole or in part, out of the abating, testing for, monitoring, cleaning
up, removing, containing, treating, detoxifying,
neutralizing, remediating or disposing of, or in any
way responding to or assessing the effects of,
"silica" or "silica-related dust ", by any insured or by any other person or entity.
"Silica" means silicon dioxide, (occurring in crystalline, amorphous and impure forms), silica particles, silica dust or silica compounds. "Silica-related dust" means a
mixture or combination of silica and other dust or
particles.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Policy Number: RLI Insurance Company
PPU 302 03 20 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® FOR DESIGN PROFESSIONALS
PROFESSIONAL SERVICES EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This insurance does not apply to ultimate net loss ari- sing out of the rendering or failure to render any profes - sional services.
“Professional Services” means any service requiring
specialized skill or training including but not limited to the following:
a. Preparing, approving, or failing to prepare or approve any map, shop drawing, opinion, report, survey, field
order, change order, design, drawing, specification,
recommendation, permit application, payment re-
quest, manual or instruction;
b. Supervision, inspection, quality control, archi tectural, engineering or surveying activity or service, job site
safety, warning or failure to warn, construction
contracting, construction administration, construction
management, com puter consulting or design, soft -
ware development or programming service, or selec-
tion of a contractor, subcontractor or subconsultant;
c. Monitoring, testing, or sampling service nec essary to perform any of the services included in a. or b. above.
d. Legal, accounting or advertising services;
e. Medical, surgical, dental, x -ray or nursing services treatment, advice or instruction;
f. Any health or therapeutic service treatment, advice or instruction;
g. Any service, treatment, advice or instruction for the purpose of appearance or skin enhancement, hair
removal or replacement or personal grooming;
h. Optometry or optical or hearing aid services inclu-
ding the prescribing, preparation, fitting, demon-
stration or distribution of ophthalmic lenses and
similar products or hearing aid devices;
i. Body piercing services; and
j. Services in the practice of pharmacy.
This exclusion applies even if the claims allege negli - gence or other wrongdoing in the supervision, hiring,
employment, training or monitoring of others by an
insured, if the “occurrence” which caused the “bodily
injury” or “property damage”, or the offense which caused the “personal and advertising injury”, involved the
rendering or failure to render of any “professional
services”.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 303 06 10 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® LEAD EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This insurance does not apply to bodily injury, property damage, personal and advertising injury, or medical
payments arising out of:
1. The ingestion, inhalation or absorption of lead in
any form or to any obligation of the insured to
indemnify another and/or contribute with another
because of damages arising out of, or as a result of
such bodily injury, property damage, personal and
advertising injury, or medical payments;
2. Any supervision, instructions, recommendations,
notices, warnings, testing, monitoring or advice
given or which should have been given in
connection with the manufacturing, selling, renting,
consulting, removal, demolition and/or distributing
of lead or products or premises containing lead;
3. Removal of lead or products containing lead,
including property damage in the course of
removing lead;
4. Any loss, cost or expense arising out of any
request, demand or order that any insured or
others test for, monitor, clean up, remove, contain,
treat, detoxify or neutralize, or in any way respond
to, or assess the effects of lead; or
5. Any loss, cost or expense arising out of any claim or suit by or on behalf of a governmental authority for
damages, because of testing for, monitoring,
cleaning up, removing, containing, treating, detoxi-
fying or neutralizing, or in any way responding to,
or assessing the effects of lead.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 304 06 10 Page 1 of 2
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® FOR DESIGN PROFESSIONALS
EXCESS LIABILITY ENHANCEMENT
SCHEDULE OF COVERAGES ADDRESSED BY THIS ENDORSEMENT
A. General Aggregate Limit – Per Project Or Per Location B. Additional Insured – Primary/Non-contributory
C. Waiver Of Transfer Of Rights Of Recovery Against Others To Us
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
A. General Aggregate Limit – Per Project Or Per
Location
Paragraph 2.a. of C. Limits of Liability of SECTION
I – INSURING AGREEMENT is deleted and
replaced by the following:
a. The limit of liability stated in the Declarations as general aggregate is the most we will pay during
each policy period for all ultimate net loss,
except ultimate net loss because of:
(1) injury and damage included in the products-
completed operations hazard or;
(2) any coverage included in underlying
insurance to which no underlying aggregate
applies.
The general aggregate applies separately to
each of your “projects” away from premises
owned by or occupied by you or to each of your
locations owned by or occupied by you.
“Projects” mean an area away from premises
owned by or rented to you at which you are
performing operations pursuant to a contract or
agreement. For the purposes of determining the
applicable aggregate limit of insurance, each
"project" at the same “location” shall be
considered a single "project".
For the purposes of this provision, “location”
means
(1) premises involving the same or connecting
lots;
(2) premises where connection is interrupted
only by a street, roadway, waterway or right-
of-way of a railroad; or
(3) premises where operations are performed in
sections, stages or phases as a continuation
of the same contract or agreement, even if
the premises do not involve connecting lots.
B. Additional Insured – Primary/Non-contributory
Paragraph K. Other Insurance of SECTION IV –
CONDITIONS is deleted and replaced by the
following:
K. Other Insurance
If other insurance, whether collectible or not, is
available to the insured covering a loss also
covered by this policy, the insurance afforded by
this policy shall be in excess of, and shall not
contribute with, such other insurance. However,
if the underlying insurance provides coverage
to an additional insured on a primary basis, or a
primary and non-contributory basis, this insur-
ance shall be available to such additional
insured on an excess basis over the underlying
insurance. We will not share with other
insurance which covers such additional insured
as a named insured.
C. Waiver Of Transfer Of Rights Of Recovery
Against Others To Us
Paragraph L. Subrogation of SECTION IV –
CONDITIONS is deleted and replaced by the
following:
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
PPU 304 06 10 Page 2 of 2
L. Subrogation
In the event of any payment under this policy, the
insured must notify us of any of the insured's rights
of recovery against any person or organization. We
shall be subrogated to all such rights. The
insured shall execute and deliver instruments
and papers and do whatever else is necessary to
secure such rights. The insured shall do nothing
after loss to prejudice such rights. However we
waive any rights of recovery we may have
against any person or organization if the
underlying insurance also waives such rights.
Any amount recovered through subrogation or
otherwise shall be apportioned in the inverse order
of payment of the claim or claims involved to the
extent of actual payment thereof by all interests. The
expenses of all such recoveries and proceedings in
connection therewith shall be apportioned in the
ratio of respective recoveries. With respect to
proceedings conducted solely by us, if there is no
recovery, we will bear the expense thereof. If there
is a recovery, we shall be reimbursed in full from
such recovery for the amount of all expenses
incurred by us before apportionment of such
recovery as herein provided.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 305 06 10 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® DISCRIMINATION EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This insurance does not apply to bodily injury, property damage, personal and advertising injury, or medical payments arising out of discrimination based on, but not limited to, race, color, creed, sex, religion, age, weight, national origin, gender, handicap, familial preference, or sexual preference.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 306 06 10 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® EMPLOYMENT PRACTICES LIABILITY EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This insurance does not apply to any liability or damages which arise out of any:
1. Refusal to employ
2. Termination of employment
3. Coercion, demotion, evaluation, reassignment, disci- pline, defamation, harassm ent, humiliation, discrimi-
nation or other employment-related practices,
policies, acts or omission; or
4. Consequential bodily injury or personal and ad-
vertising injury as a result of 1. through 3. above.
This exclusion applies:
1. Whether the injury-causing event described in para-
graphs 1. though 3. above occurs before, during or
after employment of any person:
2. Whether the insured may be held liable as an
employer or in any other capacity; or
3. To any obligation to share damages with or repay
someone else who must pay damages because of
the injury.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 307 06 10 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® DAMAGE TO PREMISES RENTED TO YOU EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This insurance does not apply to damage to premises while rented to you or temporarily occupied by you with permission of the owner.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Policy Number: RLI Insurance Company
PPU 308 09 11 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack ® UNINSURED/UNDERINSURED MOTORISTS EXCLUSION
This insurance does not apply to sums which the insured shall be legally enti tled to recover as damages from the owner or operator of an uninsured auto or underinsured auto because of injuries sustained by the insur ed, caused by an accident and arising out of the ownership, maintenance or use of such auto .
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 P o l i c y N u m b e r : R L I I n s u r a n c e C o m p a n y
PPU 310 01 15 Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
RLIPack® CAP ON LOSSES FROM CERTIFIED ACTS OF TERRORISM
This endorsement modifies insurance provided under the following:
EXCESS LIABILITY (FOLLOWING FORM)
COMMERCIAL UMBRELLA LIABILITY
EXCESS UMBRELLA LIABILITY
A. With respect to any one or more certified act of
terrorism, we will not pay any amounts for which
we are not responsible under the terms of the
Terrorism Risk Insurance Act, as amended
("Terrorism Risk Insurance Act"), due to the
application of any clause which results in a cap on
our liability for payments for terrorism losses.
B. The following definition is added:
1. Certified act of terrorism means an act that is
certified by the Secretary of the Treasury, in
consultation with the Secretary of Homeland Security
and the Attorney G
eneral of the United States,
to be an act of terrorism pursuant to the "Terrorism
Risk Insurance Act." The "TerrorismRisk Insurance
Act" sets for
th the criteria for a certified act of
terrorism including:
a. The act resulted in aggregate losses in
excess of $5 million; and
b. The act is a violent act or an act that is
dangerous to human life, property or
infrastructure and is committed by an
individual or individuals as part of an effort to
coerce the civilian population of the United
States or to influence the policy or affect the
conduct of the United States Government
by coercion.
C. If aggregate insured losses attributable to acts of
terrorism certified under the federal "Terrorism Risk
Insurance Act" exceed $100 billion in a calendar
year (January 1 thr ough December 31) and we
have met our insurer deductible under the
"Terrorism Risk Insurance Act," we shall not be
liable for the payment of any portion of the amount
of such losses that exceeds $100 billion, and in
such case insured losses up to that am ount are
subject to pro r
ata allocation in accordance with
procedures established
by the Secretary of the
Treasury.
D. The terms and limitations of any terrorism
endorsement or exclus ion , or the inap plicability or
omission of
a terrorism ex clusi on, do not serve to
crea
te coverage for any loss which would otherwise
be excluded under this Policy.
ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Policy Number: RLI Insurance Company
PPU 343 (01/24) Page 1 of 1
TH
IS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
PUNITIVE DAMAGE EXCLUSION
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE FORM
The following is added to SECTION III – EXCLUSIONS:
This policy does not apply:
To any punitive damages, exemplary damages, multiplied portion of any damages, or the defense thereof.
ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED.
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4 Policy Number: RLI Insurance Company
RIL 2143 11 13 Contains copyrighted materials of Insurance Services Office, Inc., 2013 Page 1 of 2 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONDITIONAL EXCLUSION OF TERRORISM
(RELATING TO DISPOSITION OF FEDERAL
TERRORISM RISK INSURANCE ACT)
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY
COMMERCIAL EXCESS UMBRELLA LIABILITY
RLIPACK® COMMERCIAL EXCESS LIABILITY
Any endorsement addressing acts of terrorism (however
defined) in any underlying insurance does not apply to this excess insuranc e. The following provisions addres - sing acts of terrorism apply with respect to this excess insurance.
A. Applicability Of The Provisions Of This
Endorsement
1. The provisions of this endorsement become
applicable commencing on the date when any
one or more of the following first occurs. But if
your policy (meaning the policy period in which
this endorsement applies) begins after such date,
then the provisions of this endorsement become
applicable on the date your policy begins.
a. The federal Terrorism Risk Insurance Pro-
gram ("Program"), established by the Ter -
rorism Risk Insurance Act, has terminated
with respect to the type of insurance provided
under this Coverage Part; or
b. A renewal, extension or replacement of the
Program has become effective without a
requirement to make terrorism coverage
available to you and with revisions that:
(1) Increase our statutory percentage deduct-
ible under the Program for terrorism
losses. (That deductible determines the
amount of all certified terrorism losses
we must pay in a calendar year, before
the federal government shares in subse-
quent payment of certified terrorism
losses.); or
(2) Decrease the federal government's statu-
tory percentage share in potential terror-
ism losses above such deductible; or
(3) Redefine terrorism or make insurance
coverage for terrorism subject to
provisions or requirements that differ from
those that apply to other types of events
or occurrences under this policy.
2. If the provisions of this endorsement become
applicable, such provisions:
a. Supersede any terrorism endorsement
already endorsed to this policy that addresses
certified acts of terrorism and/or other acts
of terrorism , but only with respect to an inci -
dent(s) of terrorism (however defined) which
results in injury or damage that occurs on or
after the date when the provisions of this
endorsement become applicable (for claims -
made policies, such an endorsement is
superseded only with respect to an incident of
terrorism (however defined) that results in a
claim for injury or damage first being made on
or after the date when the provisions of this
endorsement become applicable); and
b. Remain applicable unless we notify you of
changes in these provisions, in response to
federal law.
3. If the provisions of this endorsement do NOT
become applicable, any terrorism endorsement
already endorsed to this policy, that addresses
certified acts of terrorism and/or other acts of
terrorism, will continue in effect unless we notify
you of changes to that endorsement in response
to federal law.
B. The following definition is added and applies under
this endorsement wherever the term terrorism is in
boldface type:
Terrorism means activities against persons, organ-
izations or property of any nature:
1. That involve the following or preparation for the
following:
a. Use or threat of force or violence; or
b. Commission or threat of a dangerous act; or
c. Commission or threat of an act that interferes
with or disrupts an electronic, com munication,
information or mechanical system; and
PSE0001370
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
RIL 2143 11 13 Contains copyrighted materials of Insurance Services Office, Inc., 2013 Page 2 of 2
2. When one or both of the following applies:
a. The effect is to intimidate or coerce a gov -
ernment or the civilian population or any
segment thereof, or to disrupt any segment of
the economy; or
b. It appears that the intent is to intimidate or
coerce a government, or to further political,
ideological, religious, social or economic ob-
jectives or to express (or express opposition
to) a philosophy or ideology.
C. The following exclusion is added:
Exclusion Of Terrorism
We will not pay for ultimate net loss resulting from
injury or damage caused directly or indirectly by
terrorism, including action in hindering or defending
against an actual or expected incident of terrorism.
Ultimate net loss r
esulting from injury or damage is
exc
luded regardless of any other cause or event that
contributes concurrently or in any sequence to such
injury or damage. But this exclusion applies only
when one or more of the following are attributed to an
incident of terrorism:
1. The terrorism is carried out by means of the
dispersal or application of radioactive material, or
through the use of a nuclear weapon or device
that involves or produces a nuclear reaction,
nuclear radiation or radioactive contamination; or
2. Radioactive material is released, and it appears
that one purpose of the terrorism was to release
such material; or
3. The terrorism is carried out by means of the dis -
persal or application of pathogenic or poisonous
biological or chemical materials; or
4. Pathogenic or poisonous biological or chemical
materials are released, and it appears that one
purpose of the terrorism was to release such
materials; or
5. The total of insured damage to all types of
property exceeds $25,000,000. In determining
whether the $25,000,000 threshold is exceeded,
we will include all insured damage sustained by
property of all persons and entities affected by the
terrorism and business interruption losses sus -
tained by owners or occupants of the damaged
property. For the purpose of this provision,
insured damage means damage that is covered
by any insurance plus damage that would be
covered by any insurance but for the application
of any terrorism exclusions; or
6. Fifty or more persons sustain death or serious
physical injury. For the purposes of this provision,
serious physical injury means:
a. Physical injury that involves a substantial risk
of death; or
b. Protracted and obvious physical disfigure-
ment; or
c. Protracted loss of or impairment of the
function of a bodily member or organ.
Multiple incidents of terrorism which occur within a
72-hour period and appear to be carried out in concert
or to have a related purpose or common leadership
will be deemed to be one incident, for the purpose of
determining whether the thresholds in Paragraph C.5.
or C.6. are exceeded.
With respect to this exclusion, Paragraphs C.5. and
C.6. describe the threshold used to measure the
magnitude of an incident of terrorism and the
circumstances in which the threshold will apply, for
the purpose of determining whether this exclusion will
apply to that incident. When the exclusion applies to
an incident of terrorism, there is no coverage under
this Coverage Part.
In the event of any incident of terrorism that is not
subject to this exclusion, coverage does not apply to
injury or damage that is otherwise excluded under this
Coverage Part.
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4
SIGNATURE PAGE
In Witness Whereof, we have caused this policy to be executed and attested, and, if required by state law, this policy shall not be valid unless countersigned by our authorized representative.
ILF 0001 (04/22)
Policy Number:
Secretary President
PSE0001370
RLI Insurance Company
Docusign Envelope ID: 1D72ACB1-EED4-445A-B010-550715F1C4F4