Mayor and City Council
December 3, 2025

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A

ON-CALL PROFESSIONAL SERVICES AGREEMENT

BETWEEN THE CITY OF SAN BERNARDINO
AND HILL TOP GEOTECHNICAL, INC.

This Agreement is made and entered Into as of September 21, 2022 by and between the City of San Bernardino, a charter city and municipal corporation organized and operating under the laws of the State of California with its principal place of business at Vanir Tower, 290 North D Street, San Bernardino, CA 92401 ("City"), and Hilltop Geotechnical Inc., a Corporation with its principal place of business at 786 South Gifford Avenue, San Bernardino, CA 92408 (hereinafter referred to as "Consultant').

City and Consultant are hereinafter sometimes referred to individually as "Party" and collectively as the "Parties."

RECITALS
A. City Is a public agency of the State of California and is in need of professional services for the following project:

As-Needed On-Call Geotechnical Investigation And Construction Material Testing Services (hereinafter referred to as "the Project").

B. Consultant is duly licensed and has the necessary qualifications to provide such services.

C. The Parties desire by this Agreement to establish the terms for City to retain Consultant to provide the services described herein.

NOW, THEREFORE, IT IS AGREED AS FOLLOWS:

AGREEMENT

1. Incorporation of Recitals. The recitals above are true and correct and are hereby incorporated herein by this reference.

2. Services. Consultant shall provide the City with the services described in the Scope of Services attached hereto as Exhibit "A." The services shall be more particularly described in the individual Task Order issued by the City or its designee. No services shall be performed unless authorized by a .fully executed Task Order in the form attached hereto as Exhibit "B".

3. Professional Practices. All professional services to be provided by Consultant pursuant to this Agreement shall be provided by personnel identified in their proposal. Consultant warrants that Consultant is familiar with all laws that may affect its performance of this Agreement and shall advise City of any changes in any laws that may affect Consultant's performance of this Agreement. Consultant further represents that no City employee will provide any services under this Agreement. 1 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A

4. Compensation.
a. Consultant shall receive compensation, including authorized reimbursements, for all services rendered under this Agreement at the rates set forth in the Schedule of Charges attached hereto as Exhibit "A" and incorporated herein by this reference. The maximum compensation for services to be provided pursuant to each Task Order shall be set forth in the relevant Task Order. b. the City will not pay any additional fees for printing expenses.

Consultant may submit Invoices to City for approval. Said invoice shall be based on the total of all Consultant's services which have been completed to City's sole satisfaction.

City shall pay Consultant's invoice within forty-five ( 45) days from the date City receives said invoice. The invoice shall describe in detail the services performed and the associated time for completlon. Any additional services approved and performed pursuant to this Agreement shall be designated as "Additional Services" and shall identify the number of the authorized change order, where applicable, on all invoices.

5. Additional Work. If changes in the work seem merited by Consultant or the City, and informal consultations with the other party indicate that a change is warranted, it shall be processed in the following manner: a letter outlining the changes shall be forwarded to the City by Consultant with a statement of estimated changes In fee or time schedule. An amendment to this Agreement shall be prepared by the City and executed by both Parties before perfonnance of such services, or the City will not be required to pay for the changes in the scope of work. Such amendment shall not render ineffective or invalidate unaffected portions of this Agreement

6. Term. The term of this Agreement shall be from September 21, 2022, to September 21, 2023, unless earlier terminated as provided herein. Consultant shall complete the services within the term of this Agreement and shall meet any other established schedules and deadlines set forth in each individual Task Order issued by the City. All applicable indemnification provisions of this Agreement shall remain in effect following the termination of this Agreement.
a. Extension Options. The term of this agreement may be administratively extended by the City Manager, or designee, for a maximum of four additional one-year terms.

7. Maintenance of Records; Audits.
a. Records of Consultant's services relating to this Agreement shall be maintained in accordance with generally recognized accounting principles and shall be made available to City for inspection and/or audit at mutually convenient times for a period of four ( 4) years from the Effective Date.
b. Books, documents, papers, accounting records, and other evidence pertaining to costs incurred shall be maintained by Consultant and made available at all reasonable times during the contract period and for four (4) years from the date of final payment under the contract for inspection by City.
2 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A

8. Time of Performance. Consultant shall perform its services in a prompt and timely manner and shall commence performance upon receipt of a Task Order from the City to proceed.

9. Delays in Performance.
a. Neither City nor Consultant shall be considered In default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the non-performing Party. For purposes of this Agreement, such circumstances include a Force Majeure Event. A Force Majeure Event shall mean an event that materially affects the Consultant's performance and is one or more of the following: ( 1) Acts of God or other natural disasters occurring at the project site; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the services); and (4) pandemics, epidemics or quarantine restrictions. For purposes of this section, "orders of governmental authorities," includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety. b. Should a Force Majeure Event occur, the non-performing Party shall, within a reasonable time of being prevented from performing, give written notice to the other Party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Delays shall not entitle Consultant to any additional compensation regardless of the Party responsible for the delay.
c. Notwithstanding the foregoing, the City may still terminate this Agreement in accordance with the termination provisions of this Agreement.

10. Compliance with Law.
a. Consultant shall comply with all applicable laws, ordinances, codes and regulations of the federal, state and local government, including Cal/OSHA requirements.
b. If required, Consultant shall assist the City, as requested, in obtaining and maintaining all permits required of Consultant by federal, state and local regulatory agencies.
c. If applicable, Consultant is responsible for all costs of clean up and/ or removal of hazardous and toxic substances spilled as a result of his or her services or operations performed under this Agreement.

11. Standard of Care. Consultant's services will be performed in accordance with generally accepted professional practices and principles and in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. 3 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A

12. Conflicts of Interest. During the tenn of this Agreement. Consultant shall at all times maintain a duty of loyalty and a fiduciary duty to the City and shall not accept payment from or employment with any person or entity which will constitute a conflict of interest with the City.

13. City Business Certificate. Consultant shall, prior to execution of this Agreement, obtain and maintain during the term of this Agreement a valid business registration certificate from the City pursuant to Title 5 of the City's Municipal Code and any and all other licenses, permits, qualifications, insurance, and approvals of whatever nature that are legally required of Consultant to practice his/her profession, skill, or business.

14. Assignment and Subconsultant. Consultant shall not assign, sublet, or transfer this Agreement or any rights under or interest in this Agreement without the written consent of the City, which may be withheld for any reason. Any attempt to so assign or so transfer without such consent shall be void and without legal effect and shall constitute grounds for termination. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement. Nothing contained herein shall prevent Consultant from employing independent associates and subconsultants as Consultant may deem appropriate to assist in the performance of services hereunder.

15. Independent Consultant. Consultant is retained as an independent contractor and is not an employee of City. No employee or agent of Consultant shall become an employee of City. The work to be performed shall be in accordance with the work described in this Agreement, subject to such directions and amendments from City as herein provided. Any personnel performing the work governed by this Agreement on behalf of Consultant shall at all times be under Consultant's exclusive direction and control. Consultant shall pay all wages, salaries, and other amounts due such personnel in connection with their performance under this Agreement and as required by law. Consultant shall be responsible for all reports and obligations respecting such personnel, including, but not limited to: social security taxes. income tax withholding, unemployment insurance, and workers' compensation insurance.

16. Insurance. Consultant shall not commence work for the City until it has provided evidence satisfactory to the City it has secured all insurance required under this section. In addition, Consultant shall not allow any subcontractor to commence work on any subcontract until it has secured all insurance required under this section. a. Additional Insured
The City of San Bernardino. its officials, officers, employees, agents, and volunteers shall be named as additional insureds on Consultant's and its subconsultants' policies of commercial general liability and automobile liability insurance using the endorsements and forms specified herein or exact equivalents. 4 OocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A b. Commercial General Liability
(i) The Consultant shall take out and maintain, during the performance of all work under this Agreement, in amounts not less than specified herein, Commercial General Liability Insurance, in a fonn and with insurance companies acceptable to the City.
(ii) Coverage for Commercial General Liability insurance shall be at least as broad as the following:

Insurance Services Office Commercial General Liability
coverage (Occurrence Form CG 00 01) or exact equivalent. (iii) Commercial General Liability Insurance must include coverage for the following:
(1) Bodily Injury and Property Damage
(2) Personal Injury/Advertising Injury
(3) Premises/Operations Liability
( 4) Products/Completed Operations Liability
(5) Aggregate Limits that Apply per Project
(6) Explosion, Collapse and Underground (UCX)
exclusion deleted
(7) Contractual Liability with respect to this Contract (8) Broad Form Property Damage
(9) Independent Consultants Coverage
(iv) The policy shall contain no endorsements or provisions limiting coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one insured against another; (3) products/completed operations liability; or (4) contain any other exclusion contrary to the Agreement.
(v) The policy shall give City, its elected and appointed officials, officers, employees, agents, and City-designated volunteers additional insured status using ISO endorsement forms CG 20 1 O 10 01 and 20 37 1 O 01, or endorsements providing the exact same coverage.
(vi) The general liability program may utilize either deductibles or provide coverage excess of a self-insured retention, subject to written approval by the City, and provided that such deductibles shall not apply to the City as an additional insured.
c. Automobile Liability
(i) At all times during the performance of the work under this Agreement, the Consultant shall maintain Automobile Liability Insurance for bodily injury and property damage including coverage for owned, non-owned and hired vehicles, in a form and with insurance companies acceptable to the City. 5 OocuSign Envelope ID: 2E0C9508-C4DA-4643-A0O8-5B26ABA6871A (ii) Coverage for automobile liability insurance shall be at least as broad as Insurance Services Office Form Number CA 00 01 covering automobile liability (Coverage Symbol 1, any auto).
(iii) The policy shall give City, Its elected and appointed officials, officers, employees, agents and City designated volunteers additional insured status. (iv) Subject to written approval by the City, the automobile liability program may utilize deductibles, provided that such deductibles shall not apply to the City as an additional insured, but not a self-insured retention. d. Workers' Compensation/Employer's Liability
(i) Consultant certifies that he/she is aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-Insurance in accordance with the provisions of that code, and he/she will comply with such provisions before commencing work under this Agreement.
(ii) To the extent Consultant has employees at any time during the term of this Agreement, at all times during the perfonnance of the work under this Agreement, the Consultant shall maintain full compensation insurance for all persons employed directly by him/her to carry out the work contemplated under this Agreement, all in accordance with the "Workers' Compensation and Insurance Act," Division IV of the Labor Code of the State of California and any acts amendatory thereof, and Employer's Liability Coverage in amounts indicated herein. Consultant shall require all subconsultants to obtain and maintain, for the period required by this Agreement, workers' compensation coverage of the same type and limits as specified in this section. e. Professional Liability (Errors and Omissions)
At all times during the performance of the work under this Agreement the Consultant shall maintain professional liability or Errors and Omissions insurance appropriate to its profession, in a form and with insurance companies acceptable to the City and in an amount indicated herein. This insurance shall be endorsed to include contractual liability applicable to this Agreement and shall be written on a policy form coverage specifically designed to protect against acts, errors or omissions of the Consultant. "Covered Professional Services" as designated in the policy must specifically include work performed under this Agreement. The policy must "pay on behalf or the insured and must include a provision establishing the insurer's duty to defend.
f. Privacy/Network Security ( Cyber}
At all times during the performance of work under this Agreement, the Designer shall maintain privacy/network security Insurance, in a form and with insurance companies acceptable to the City, for: (1) privacy breaches, (2) system breaches, (3) 6 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A denial or loss of service, and ( 4) the introduction, implantation or spread of malicious software code.
g. Minimum Policy Limits Required
(I) The following insurance limits are required for the Agreement:

Commercial General Liability
Automobile Liability
Employer's Liability
Professional Liability
Cyber Liability
Combined Single Limit
$2,000,000 per occurrence/$4,000,000
aggregate for bodily injury, personal
injury, and property damage
$1,000,000 per occurrence for bodily
injury and property damage
$1,000,000 per occurrence
$1,000,000 per claim and aggregate
( errors and omissions)
$1,000,000 per occurrence and
aggregate
(ii) Defense costs shall be payable in addition to the limits. (iii} Requirements of specific coverage or limits contained in this section are not intended as a limitation on coverage, limits, or other requirement, or a waiver of any coverage normally provided by any insurance. Any available coverage shall be provided to the parties required to be named as Additional Insured pursuant to this Agreement.
h. Evidence Required
Prior to execution of the Agreement, the Consultant shall file with the City evidence of insurance from an insurer or insurers certifying to the coverage of all insurance required herein. Such evidence shall include original copies of the ISO CG 00 01 ( or Insurer's equivalent) signed by the insurer's representative and Certificate of Insurance (Acord Form 25-S or equivalent), together with required endorsements. All evidence of insurance shall be signed by a properly authorized officer, agent, or qualified representative of the insurer and shall certify the names of the insured, any additional insureds, where appropriate, the type and amount of the insurance, the location and operations to which the insurance applies, and the expiration date of such insurance.
7 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A I. Policy Provisions Required
(i) Consultant shall provide the City at least thirty (30) days prior written notice of cancellation of any policy required by this Agreement, except that the Consultant shall provide at least ten ( 1 O) days prior written notice of cancellation of any such policy due to non-payment of the premium. If any of the required coverage is cancelled or expires during the term of this Agreement, the Consultant shall deliver renewal certificate(s) including the General Liability Additional Insured Endorsement to the City at least ten (10) days prior to the effective date of cancellation or expiration. (ii) The Commercial General Liability Policy and Automobile Policy shall each contain a provision stating that Consultant's policy is primary insurance and that any insurance, self-insurance or other coverage maintained by the City or any named insureds shall not be called upon to contribute to any loss. (iii) The retroactive date (if any) of each policy is to be no later than the effective date of this Agreement. Consultant shall maintain such coverage continuously for a period of at least three years after the completion of the work under this Agreement. Consultant shall purchase a one (1) year extended reporting period A) if the retroactive date is advanced past the effective date of this Agreement; B) if the policy is cancelled or not renewed; or C) if the policy is replaced by another claims­ made policy with a retroactive date subsequent to the effective date of this Agreement. (iv) All required insurance coverages, except for the professional liability coverage, shall contain or be endorsed to provide waiver of subrogation in favor of the City, its officials, officers, employees, agents, and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants.
(v) The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Consultant from liability in excess of such coverage! nor shall it limit the Consultant's indemnification obligations to the City and shall not preclude the City from taking such other actions available to the City under other provisions of the Agreement or law. j. Qualifying Insurers
(i) All policies required shall be issued by acceptable insurance companies, as determined by the City, which satisfy the following minimum requirements:
( 1) Each such policy shall be from a company or
companies with a current A.M. Best's rating of no less than A:VII and admitted to transact in the business of insurance in the State of California, or otherwise 8 DocuSlgn Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law. k. Additional Insurance Provisions
(i) The foregoing requirements as to the types and limits of insurance coverage to be maintained by Consultant, and any approval of said insurance by the City, is not intended to and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Consultant pursuant to this Agreement, including, but not limited to, the provisions concerning indemnification. (ii) If at any time during the life of the Agreement, any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement. (iii) The City may require the Consultant to provide complete copies of all insurance policies in effect for the duration of the Project. (iv) Neither the City nor the City Council, nor any member of the City Council, nor any of the officials, officers, employees, agents or volunteers shall be personally responsible for any liability arising under or by virtue of this Agreement.

I. Subconsultant Insurance Requirements. Consultant shall not allow any subcontractors or subconsultants to commence work on any subcontract until they have provided evidence satisfactory to the City that they have secured all insurance required under this section. Policies of commercial general liability insurance provided by such subcontractors or subconsultants shall be endorsed to name the City as an additional insured using ISO form CG 20 38 04 13 or an endorsement providing the exact same coverage. If requested by Consultant, City may approve different scopes or minimum limits of insurance for particular subcontractors or subconsultants.

17. Indemnification.
a. To the fullest extent permitted by law, Consultant shall defend (with counsel reasonably approved by the City), indemnify and hold the City, its elected and appointed officials, officers, employees, agents, and authorized volunteers free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, (collectively, "Claims") in any manner arising out of, pertaining to, or incident to any alleged acts, errors or omissions, or willful misconduct of Consultant, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Consultant's services, the Project, or this Agreement, including without limitation the payment of all damages, expert witness fees, attorneys' fees and other related costs and expenses. This indemnification clause excludes Claims arising 9 OocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A from the sole negligence or willful misconduct of the City. Consultant's obligation to indemnify shall not be restricted to insurance proceeds. if any, received by the City, the City Council, members of the City Council. its employees. or authorized volunteers.

Consultant's indemnification obligation shall survive the expiration or earlier termination of this Agreement.
b. If Consultant's obligation to defend, indemnify, and/or hold harmless arises out of Consultant's performance as a "design professional 11 (as that
term is defined under Civil Code section 2782.8), then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Consultant's indemnification obligation shall be limited to the extent which the Claims arise out of, pertain to, or relate to the negligence, recklessness. or willful misconduct of the Consultant in the performance of the services or this Agreement, and, upon Consultant obtaining a final adjudication by a court of competent jurisdiction, Consultant's liability for such claim, including the cost to defend, shall not exceed the Consultant's proportionate percentage of fault.

18. California Labor Code Requirements. Consultant is aware of the requirements of California Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000,-et seq., ("Prevailing Wage Laws
11 ), which require the payment of prevailing wage rates and the performance of other requirements on certain "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws. Consultant agrees to fully comply with such Prevailing Wage Laws, if applicable. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claims, liabilities. costs, penalties or interest arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the Consultant and all subcontractors to comply with all California Labor Code provisions, which' include but are not limited to prevailing wages (Labor Code Sections 1771, 177 4 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors (Labor Code Section 1777.1).

If the Services are being performed as part of an applicable "public works" or "maintenance" project, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Consultant and all subconsultants performing such Services must be registered with the Department of Industrial Relations. Consultant shall maintain registration for the duration of the Project and require the same of any subconsultants, as applicable. This Project may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Consultant's sole responsibility to comply with all applicable registration and labor compliance requirements.

19. Verification of Employment Eligibility. By executing this Agreement, Consultant verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not 10 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subconsultants and sub-subconsultants to comply with the same.

20. Laws and Venue. This Agreement shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Agreement, the action shall be brought in a state or federal court situated in the County of San Bernardino, State of California.

21. Termination or Abandonment
a. City has the right to terminate or abandon any portion or all of the work under this Agreement by giving ten (10) calendar days' written notice to Consultant. In such event, City shall be immediately given title and possession to all original field notes, drawings and specifications, written reports and other documents produced or developed for that portion of the work completed and/or being abandoned.

City shall pay Consultant the reasonable value of services rendered for any portion of the work completed prior to termination. If said termination occurs prior to completion of any task for the Project for which a payment request has not been received, the charge for services performed during such task shall be the reasonable value of such services, based on an amount mutually agreed to by City and Consultant of the portion of such task completed but not paid prior to said termination. City shall not be liable for any costs other than the charges or portions thereof which are specified herein. Consultant shall not be entitled to payment for unperformed services, and shall not be entitled to damages or compensation for termination of work.
b. Consultant may terminate its obligation to provide further s~rvices under this Agreement upon thirty (30) calendar days' written notice to City only in the event of substantial failure by City to pelforrn in accordance with the terms of this Agreement through no fault of Consultant.
22~ Attorneys' Fees. In the event that litigation is brought by any Party in connection with this Agreement, the prevailing Party shall be entitled to recover from the opposing Party all costs and expenses, including reasonable attorneys' fees, incurred by the prevailing Party in the exercise of any of its rights or remedies hereunder or the enforcement of any of the terms, conditions, or provisions hereof. The costs, salary, and expenses of the City Attorney's Office in enforcing this Agreement on behalf of the City shall be considered as "attorneys' fees" for the purposes of this Agreement.

23. Responsibility for Errors. Consultant shall be responsible for its work and results under this Agreement. Consultant, when requested, shall furnish clarification and/or explanation as may be required by the City's representative, regarding any services rendered under this Agreement at no additional cost to City. In the event that an error or omission attributable to Consultant's professional services occurs, Consultant shall, at no cost to City, provide all other services necessary to rectify and correct the matter to the sole satisfaction of the City and to participate in any meeting required with regard to the correction.
11 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A

24. Prohibited Employment. Consultant shall not employ any current employee of City to perform the work under this Agreement while this Agreement is in effect.

25. Costs. Each Party shall bear its own costs and fees incurred in the preparation and negotiation of this Agreement and in the performance of its obligations hereunder except as expressly provided herein.

26. Documents. Except as otherwise provided in "Termination or Abandonment," above, all original field notes, written reports, Drawings and Specifications and other documents, produced or developed for the Project shall, upon payment if"'.I full for the services described in this Agreement, be furnished to and become the property of the City.

27. Organization. Consultant shall assign Michael Carrillo as Project Man.ager. The Project Manager shall not be removed from the Project or reassigned without the prior written consent of the City.

28. Limitation of Agreement. This Agreement is limited to and includes only the work included in the Project described above.

29. Notice. Any notice or instrument required to be given or delivered by this Agreement may be given or delivered by depqsiting the same in any United States Post Office, certified mail, retum receipt requested, postage prepaid, addressed to the following addresses and shall be effective upon receipt thereof:

CITY:

City of San Bernardino
VanirTower, 290 North D Street
San Bemardino, CA 92401
Attn: City Manager
With Copy To:

City of San Bernardino
VanirTower, 290 North D Street
San Bernardino, CA 92401
Attn: City Attorney
CONSULTANT:

Hilltop Geotechnical, Inc.
786 South Gifford Avenue
San Bernardino, CA 92408
Attn. Michael Canillo, Operations Manager

30. Third Party Rights. Nothing In this Agreement shall be construed to give any rights or benefits to anyone other than the City and the Consultant.

31. Equal Opportunity Employment. Consultant represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non­ discrimination shall include, but not be limited to, all activities related to initial 12 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A employment, upgrading. demotion, transfer, recruitment or recruitment advertising, layoff or termination.

32. Entire Agreement. This Agreement, including Exhibit "A," represents the entire understanding of City and Consultant as to those matters contained herein, and supersedes and cancels any prior or contemporaneous oral or written understanding, promises or representations with respect to those matters covered hereunder. Each Party acknowledges that no representations, inducements, promises. or agreements have been made by any person which are not incorporated herein, and that any other agreements shall be voi~. This is an integrated Agreement.

33. Severability. If any provision of this Agreement is determined by a court of competent jurisdiction to be invalid, illegal, or unenforceable for any reason, such determination shall not affect the validity or enforceability of the remaining terms and provisions hereof or of the offending provision in any other circumstance, and the remaining provisions of this Agreement shall remain in full force and effect.

34. Successors and Assigns. This Agreement shall be binding upon and shall inure to the benefit of the successors in interest, executors, administrators and assigns of each ~Party to this Agreement. However. Consultant shall not assign or transfer by operation of law or otherwise any or all of its rights, burdens, duties or obligations without the prior written consent of City. Any attempted assignment without such consent shall be invalid and void.

35. Non-Waiver. The delay or failure of either Party at any time to require performance or compliance by the other Party of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a duly authorized representative of the Party against whom enforcement of a waiver is sought. The waiver of any right or remedy with respect to any occurrence or event shall not be deemed a waiver of any right or remedy with respect to any other occurrence or event, nor shall any waiver constitute a continuing waiver.

36. Time of Essence. Time is of the essence for each and every provision of this Agreement.

37. Headings. Paragraphs and subparagraph headings contained in this Agreement are included solely for convenience and are not intended to modify, explain, or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement.

38. Amendments. Only a writing executed by all of the Parties hereto or their respective successors and assigns may amend this Agreement.

39. City's Right to Employ Other Consultants. City reserves its right to employ other consultants, including engineers, in connection with this Project or other projects. 13 DocuSlgn Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A

40. Prohibited Interests. Consultant maintains and warrants that it has neither employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no official, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

41. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original. All counterparts shall be construed together and shall constitute one single Agreement.

42. Authority. The persons executing this Agreement on behalf of the Parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said Parties and that by doing so, the Parties hereto are formally bound to the provisions of this Agreement.

43. Order of Precedence.

The following order and succession of the referenced documents shall govern in the event of conflict between documents:

1. Amendment(s}

2. This Agreement

3. Task Orders

44. Electronic Signatures. Each Party acknowledges and agrees that this Agreement may be executed by electronic or digital signature, which ·shall be considered as an original signature for all purposes and shall have the same force and effect as an original signature
[SIGNATURES ON FOLLOWING PAGE]
14 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A

SIGNATURE PAGE FOR ON-CALL PROFESSIONAL SERVICES AGREEMENT

BETWEEN THE CITY OF SAN BERNARDINO
AND HILL TOP GEOTECHNICAL , INC.

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above.

CITY OF SAN BERNARDINO
APPROVED BY:
~0.fiJJ,
Robert D. Field
City Manager
ATTESTED BY:

L-~
Genoveva Rocha, CMC
City Clerk
APPROVED AS TO FORM.

Best Best & Krieger LLP
City Attorney
15 CONSULTANT
Signature
Michele Shams
Name
President I CEO
Title
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0DB-5B26ABA6871A

EXHIBIT A
16 DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A HIL ~TOP

GEOTECHNIC AL

PROPOSAL TO

PROVIDE PROFESSIONAL SERVICES FOR
AS NEEDED, ON~CALL GEOTECHNICAL

INVESTIGATION AND CONSTRUCTION

MATERIAL TESTING SERVICES FOR

VARIOUS CAPITAL IMPROVEMENT

PROGRAM (CIP) PROJECTS TO CITY OF

SAN BERNARDINO DEPARTMENT OF

PUBLIC WORKS/ENGINEERING DIVISION
HILLTOP PROPOSAL NO.: P22203
JUNE 2, 2022
SUBMITTED TO:

CITY OF SAN BERNARDINO

DEPARTMENT OF PUBLIC WORKS
600 NORTH ARROWHEAD AVENUE , 2No FLOOR
SAN BERNARDINO, CA 92401
ATTN: MR. ISSA SAED, CIVIL ENGINEER, P.E.

PREPARED BY:

HILL TOP GEOTECHNICAL, INC.
786 SOUTH GIFFORD AVENUE
SAN BERNARDINO , CA 92408
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A /
...&.: H I LL TD P

HITE CH NI CAL
/
June 2, 2022
City of San Bernardino
Department of Public Works
290 North D Street
San Bernardino. CA 92401
Attention: Mr. Issa Saed, Civil Engineer, P.E.

Proposal P22203
Subject: Proposal to Provide As Needed, On-Call Geotechnical Geotechnical Investigation and Construction Material Testing Services for Various Capital Improvement Program (CIP) Projects for the Department of Public Works/Engineering Division, City of San Bernardino.

Reference: City of San Bernardino Department of Public Works, May 1, 2022, Request for Proposals (RFP) to Provide As Needed, On-Call Geotechnical Investigation and Construction Material Testing Services for Various Capital Improvement Program (GIP) Projects; Prepared by the Department of Public Works/Engineering Division, City of San Bernardino.

Hilltop Geotechnical, Inc. (Hilltop) wishes to thank you for consideration of us to provide you with as needed, on-call geotechnical investigation and construction material testing services for various capital improvement program (CIP) projects that you might require. In accordance with your request, we are pleased to submit this proposal. Based upon the referenced 'Request for Proposal' it is our understanding that various types of soils, concrete and asphalt testing will be required for various projects within the city
Hilltop Geotechnical, Inc .

On-Call City of San Bernardino
1 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A P22203
Hilltop looks forward to providing professional services to you for you~ upcoming projects . If there are any questions after reviewing the enclosed information , please do not hesitate to call the undersigned at (909) 890-9079, at your convenience . The opportunity to be of professional service to you is sincerely appreciated .

Respectfully submitted,
HILL TOP GEOTECHNICAL , INC.

Michael Carrillo
Operations Manager
Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
2 June 2, 2022
DocuSign Envelope ID: 2E0C9508 -C4DA-4643 -A0D8-5B26ABA687 1A P22203

TABLE OF CONTENTS
Cover Page ......................................................... ........................ 1 Company History and Experience ............................................ 4 Scope of Services ................................................................... 6 Specific Services (Deliverables) ............................................ 7 Personnel ..................................................... ........................ ....... 9 References ........................ ....................................... ................. 15 Staff Availability .......................................................... ............ 18 Outside Services ...................................................................... 18 Statement of Local Preference ................................................ 18 Items, Actions, or Information to be Provided by the City .... 19 Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
3 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6 871A P22203

COMPANY HISTORY AND EXPERIENCE
HILLTOP, a California Corporation, is a qualified geotechnical I geologic consulting firm and materials testing laboratory. Originated initially in 1992, our Main Office and Full Service Laboratory is located in the City of San Bernardino, just 2.9 miles from the City of San Bernardino, Public Works Departments Offices. HILL TOP has a variety of employees consisting of geologists, engineers , inspectors, soil and concrete field technicians, laboratory technicians, and office staff.

HILL TOP currently provides geotechnical I geologic and materials testing services to numerous governmental agencies (including a current on-call contract with the City of San Bernardino's Department of Public Works/Engineering) and developers throughout the Southern California area. Currently, we are working with the Cities of San Bernardino (Municipal Water Department), Redlands, Loma Linda, Yucaipa, Riverside, and Moreno Valley, and other public works agencies including Eastern Municipal Water District, Beaumont-Cherry Valley Water District, West Valley Water District, the Inland Valley Development Agency (IVDA).

HILL TOP has current on-call contract with the City of San Bernardino's Department of Public Works/Engineering and enjoyed working with the City of San Bernardino-Public Works/Engineering Department, as one of your On-Call Geotechnical Consultants since 2000. We are looking forward to continuing to provide our services to the City with this newest proposal opportunity .

HILL TOP has experience on many diverse types of projects. Our staff has performed numerous studies involving streets and utilities for pipeline studies, pavement analysis, trench wall stability, and larger developments. We have years of experience in many other types of construction projects such as Commercial, Industrial, Municipal, Residential, and Master Planned Communities; all requiring compaction control for soil, concrete, and asphalt inspection services. A list of recent project experience is attached in appendix A
HILL TOP is a State of California "Qualified Laboratory" by Caltrans. Currently participating in the Cement and Concrete Reference Laboratory (CCRL) Inspection Program, the CCRL Concrete Reference Sample Program, the AASHTO Material Reference Laboratory (AMRL) Laboratory Assessment Program, the AMRL Coarse and Fine Aggregate Reference Sample Program, and the Caltrans Aggregate and Soil Reference Sample Program. Copies of our current certifications are attached.

Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
4 June 2, 2022
DocuSign Envelope ID: 2E0C9508- C4DA-4643-A0D8-5B26AB A6871A P22203
HILL TOP is affiliated with and/or have participated in several professional organizations such as the Inland Geological Society, the California Geotechnical Engineering Association, the Building Industry Association (BIA}, the Portland Cement Association (PCA), American Concrete Institute (ACI), and the International Code Counsel (ICC).

HILL TOP technicians/ICC Inspectors are well trained and are all currently certified in nuclear gauge testing for soil and asphalt testing services, as well as ACI/ICC certified for all types of concrete testing that would be required. We have performed compaction testing for many types of public works projects for local cities. Projects typically included utility installation, street widening, street improvements, asphaltic paving, grading control, concrete inspection, cylinder fabrication, and other miscellaneous inspection services. Many of these projects have been within the Caltrans right-of-way and as such, we are adaptable to either Caltrans or Green Book procedures.

HILL TOP is Certified as a local "SBE" or "Small Business Enterprise" by the State of California-DGS; our reference number is #16652.

HILL TOP carries Workers Compensation insurance, General Liability insurance, Automotive Liability insurance, and Professional Liability insurance (Errors and Omissions) for all our projects. Certificates of Insurance can be provided at your request. HILL TOP is also currently registered with the Department of Industrial Relations, DIR registration number 1000011968.

HILL TOP complies and pays Prevailing Wages in accordance with California Labor Code §1720 et. Seq. HILLTOP requests that prior to initiation of services, a DIR Project ID Number be provided for projects which are required to be reported to the California Department of Industrial Relations. It is understood that the bid date used for this proposal is May 10,2022.

Hilltop Geotechnical, Inc.

On -Call City of San Bernardino
5 June 2, 2022
DocuSign Envelope ID: 2E0C95 08-C4DA-4643-A0D8-5B26ABA6871A P22203

SCOPE OF SERVICES
It is HILL TOP's understanding that in general, our services will consist of, but not be limited to:

Taking preliminary soils samples and analyzing them to determine properties of the material to determine the soil character istics.

Performing grading observations when requested.

Taking soil compaction tests to determine if the compaction efforts are reaching the specified level, collecting concrete cylinders from concrete placements, and performing tests on the samples fabricated and collected to determine compressive strength.

Collection of asphalt concrete pavement samples and routine testing for compliance with specifications.

Performing soil borings to 15 feet as requested with appropriate logs for inclusion in bid documents for underground types of work.

Providing a geological engineer as required to consult with the City and evaluate site conditions as required, and related work as required.

Most of the work will be confined to routine on-call soil compaction and concrete/asphalt testing. These services will be provided to the City to assure contractor compliance with specifications and ensure that techniques used by the contractor are achieving specified results.

The intent is to have a soils firm perform testing as required on an on­ call basis.

That unit prices shall include all travel time, test methods and procedures, equipment, written reports, copies, clerical support, all staff time and shall be fixed prices, complete and delivered for all test Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
6 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A P22203
procedures. While the intent is to provide adequate testing, there may be no qualification of the proposal that sets limits on the number of tests per call out or number of sites visited.

HILL TOP understands and will comply with the requirement for response time from HILL TOP's office (our office is located less than 3 miles from the City offices) to the work site within 30 minutes. No additional compensation will be made for travel time or mileage.

HILL TOP also understands that stand by time will be at the City's request in advance, and the maximum standby time will be limited to 30 minutes.

HILL TOP will identify the professional technical and support staff and their availability, that will be performing the work associated with the proposed scope of services.

Proof of certification through Caltrans to perform soils, concrete and asphalt testing shall be provided.

HILL TOP will provide a properly licensed Project Manager and Assistant Project Manager.

HILLTOP will provide staff persons specifically assigned with certifications required and/or available to provide requested services.

Staff persons who possess Caltrans certifications for the performance of soils, concrete and asphalt concrete testing, and copies of such certifications.

SPECIFIC SERVICES (DELIVERABLES)
For upcoming projects, we anticipate using our present laboratory facilities at 786 South Gifford Avenue, in the City of San Bernardino. Our field technicians will be able to respond within 30 minutes to perform the required testing and observation, as requested by the City of San Bernardino or their authorized representative, however we request that a 24 hour notice be given whenever possible.

Hilltop Geotechnical, Inc.

On -Call City of San Bernardino
7 June 2, 2022
DocuS ign Envelope ID: 2E0C9508-C4DA-4643-A0D 8-5B26AB A6871A P22203
Soil Testing
Primary services are anticipated to consist of compaction testing. This testing will be conducted by using either a nuclear gauge and/or sand cone method. Our laboratory will also perform maximum density/optimum moisture content determinations and/or check point determinations to assure compliance with existing curves. Other laboratory testing such as sieve analysis, R-value determinations and other testing may also be required. Grading observation may also be required on an as-needed basis. All field testing will be reported in a field daily and all tests will be summarized at the completion of each project. Written results of all laboratory tests will be provided.

Asphalt Testing
We propose to provide compaction testing for your paving projects. Asphalt inspection services can also be provided, if requested. In-house laboratory testing services such as asphalt extraction, Hveem and stability testing, specific gravity and/or core density testing can also be provided. Written results of both field and laboratory testing will be submitted upon completion of the project.

Concrete Testing
Our field services will include fabricating concrete test cylinders (3 cylinders per test minimum), in accordance with your field inspector's request. We will provide pick-up services, store, cure and test the samples at 7 and 28 days from the date of fabrication, unless specified differently. Additional concrete tests and/or aggregate tests can be provided, upon request. All test results will be recorded in written format.

Soil Boring
Upon request, we can perform soil boring(s) at specified locations. Our services will include drilling and logging 15 foot borings. Undisturbed ring sampling will be conducted at various intervals and blow count information will also be recorded.

Written logs that will include soil classification, blow count information, groundwater information (if encountered) and sample locations will be provided. Deeper drilling and specific sampling can also be performed, upon request. These services will include general traffic control and asphalt patch, if necessary Hilltop Geotechnical , Inc .

On-Call City of San Bernardino
8 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0O8-5826ABA6871A P22203
Other Services
Special geologic and engineering consulting services can also be provided, upon request. We are qualified to provide many types of studies including detailed geologic studies, fault investigations, foundation studies, pile investigations, distressed investigations, rippability studies, slope stability, shoring analysis, groundwater investigations, retaining wall recommendations, pavement analysis, corrosion studies, and environmental services, etc.

Hilltop Geotechnical, Inc. is completely qualified to perform all the services you require. The "Schedule of Prices" form and a 2022 Schedule of Fees for items not listed on the "Schedule of Prices" form are submitted under a separate cover. We have read and understand the definitions of what each test includes and have incorporated our costs into these unit prices.

PERSONNEL
HILL TOP's objective for the project is to provide the City of San Bernardino Public Works Department with an experienced team who have the appropriate qualifications and have demonstrated competence in performing Material Testing & Geotechnical Services similar to this project. We understand that our team's ability to perform the required tasks assigned to them by City of San Bernardino Public Works Department could impact the project schedule. As such, our personnel will be experienced, dedicated, and understand the importance of timely results, communication, and cooperation.

HILL TOP will provide an office contact person who will coordinate the scheduling of the Technician and/or Inspector as well as the sampling, pick-up, transportation, storage, curing of test specimens.

HILL TOP proposes the following key staff members for the services requested in your RFP·

MICHELE SHAMS
President , CEO, Owner
Michele has 20+ years in the construction industry, finance and accounting, and project management. She is currently the CEO for both Koury Engineering and Hilltop Geotechnical, Hilltop Geotechnical, Inc .

On-Call City of San Bernardino
9 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A P22203
providing overall company direction and leadership, and runs day to day operations from an executive perspective. She will be responsible for:

Providing overall company direction .

Conducting regularly scheduled staff meetings.

Assigning project tasks to key personnel.

Directing work performed by our in-house geology staff.

Being available to attend all requested meetings.

SHAOFU (MAC) CHEN P.E., C.E.G.

Registered Senior Engineer/Geologist
Mr. Chen will be the Registered Senior Engineer/Geologist for the project. Mr. Chen possesses over 15 years of geotechnical, construction testing and project managemenUquality control experience (6 months with HILLTOP). Mr. Chen is a Registered Professional Engineer, License Number P.E. C76834 as well as Certified Engineering Geologist License Number C.E.G. 2688. As the registered Geotechnica l Engineer and Geologist, Mr. Chen's participation will include the following:

Review of all work performed by field and laboratory personnel.

Performing field investigations.

Answering RFl's.

Writing and/or reviewing geotechnical reports and specifications.

Being available to attend requested meeting

MICHAEL CARRILLO
Project Manager
Michael Carrillo has over 35 years' experience in soils and materials testing for various types of projects (22 years at Hilltop Geotechnica l, Inc.). As a Project Manager for over 18 years, Mr.

Carrillo will participate by:

Providing supervision/direction to our field inspectors.

Training field personnel.

Scheduling and coordinating all matters pertaining to requested work for the project.

Being the central point/emergency contact for our projects.

Assuring that all field equipment is calibrated and in good working order.

Conducting regular safety meetings.

Assuring the project remains on time and budget.

Being available to attend all requested meetings.

Hilltop Geotechnical, Inc.

On-Calf City of San Bernardino
10 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643 -A0D8-5826 ABA6871A P22203

MANUEL BAEZA
Lead Technician/ICC Inspector
Mr. Baeza has over 6 years' experience (6 years at Hilltop Geotechnical Inc.) in soils and materials testing for various types of projects. As the Lead Technician/ Inspector, Mr. Baeza will participate by:

Providing on site ICC inspections for reinforced concrete, ACI Concrete inspections and soil testing.

Providing supervision/direction to our field inspectors/technicians.

Preparing daily field reports.

Assuring that all field equipment is calibrated and in good working order.

Being available to attend all requested meetings.

Reporting all noncomplying items to the agency immediately.

KEVIN BEATH
Laboratory Manager
Kevin Beath has over 18 years of laboratory experience (all 18 at Hilltop Geotechnica l, Inc.). He is currently certified by Caltrans to perform soils and concrete testing and maintains HILL TOP's laboratory certifications for CCRL, AMRL, and Cal-Trans. Mr. Beath participates by· Managing laboratory staff.

Training laboratory personnel.

Assuring that all laboratory equipment is Calibrated and in good working order Assigning and/or performing laboratory testing in a timely manner.

Reviewing laboratory test results.

Being available to attend all requested meetings.

OUR TEAM
With well over 100 years of combined experience, the key team we have selected for the City of San Bernardino Public Works Department project has proven to be reliable and demonstrated competence in their job performance both as individuals and as a team. We are confident that our team working together with the City of San Bernardino Public Works Department will exceed your expectations. Because of our commitment to providing geotechnical consulting services in a timely, cost­ effective manner we have enjoyed long term partnerships with many of our clients.

Additional staff members can be provided as necessary. An Organization Chart and Key member resumes are attached.

Hilltop Geotechnical, Inc .

On-Call City of San Bernardino
11 June 2, 2022
DocuS ign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826AB A6871A P22203
Current Caltrans certifications showing the qualifications of each technician/inspector will be provided prior to the commencement of work. Caltrans approves technicians • on a semi-annual basis but will only approve technicians when actively participating in Caltrans projects. Our technicians will be re-approved when an active project is specified.

HILL TOP has reviewed the "On-Call Geotechnical Investigation and Construction Material Testing Services" documents and selected personnel based on the required services anticipated to be provided to the City of San Bernardino Public Works Department. When Services are requested each of the selected staff members required for the project, will be assigned tasks and deadlines that meet the time requirements given by the City of San Bernardino Public Works Department.

The principal in charge, Mark Hulett will conduct regularly scheduled staff meetings to ensure that the services requested by City of San Bernardino Public Works Department , are completed on time and on budget. Project updates will be provided by our project manager (as necessary) to keep City of San Bernardino Public Works Department informed about project progress and deadlines.

REFERENCES
HILL TOP currently provides geotechnical / geologic and materials testing services to numerous local governmental agencies throughout the Southern California area and currently has yearly contracts for such services with the City of San Bernardino Municipal Water Department, the City of Riverside's Public Works and Parks Departments, the Cities of Loma Linda, Moreno Valley, and Yucaipa , Eastern Municipal Water District. We are committed to performing our services on-time and within the project budget, please feel free to contact them and ask about us.

CLIENT: CITY OF RIVERSIDE PARKS AND RECREATION DEPARTMENT

ON-CALL ANNUAL CONTRACT
HILL TOP has maintained a multi-year annual contract to provide on-call geotechnical, environmental, and materials testing and inspection services to support various design and construction projects throughout the County. Since 2006, HILL TOP has provided responsive and efficient services on a variety of geotechnical and environmental investigation services and materials testing services for various Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
12 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A P22203
projects, such as the Fairmount Park Boat Ramp Project, Reid Park Addition Project, Renck Community Center and Gymnasium Project, Mount Rubidoux Park Emergency Road Repair Project, Hunt Park Community Pool and Stake Park Project, and the Ysmael Villegas Community Center and Soccer Field Project.

City of Riverside Principal Park Planner: Mr. Randy Mcdaniel Parks and Recreation Department Phone: 951-826-2006
6927 Magnolia Avenue
Riverside, CA 92506 ................................. .................... Rmcdaniel@riverside .gov

CITY OF MORENO VALLEY

ON CALL MATERIAL TESTING AND INSPECTION SERVICES
HILL TOP has maintained an annual contract to provide on-call geotechnical and materials testing and inspection services to support construction projects throughout the City of Moreno Valley. Since 2012, HILL TOP has provided the City with responsive and efficient services on a variety of geotechnical services and materials testing services for various projects, such as the Kitching and Karma Edison Substations Projects, Ironwood Improvement Project, Dracara Avenue Improvement Project, Delphinum Avenue Improvement Project, Cactus Avenue Street Widening Project, Cycle 3, Cycle 4 Pedestrian Ramp Improvement projects, Cycle 2 Paving Project, Dunlavy Court Strom Drain Project, and the Sunnymead Boulevard Median Modification Project.

Reference :

City of Moreno Valley
14177 Frederick Street
Moreno Valley, CA 92553

CITY OF LOMA LINDA

ON-CALL ANNUAL CONTRACT
Senior Engineer, P.E.: Ms. Margery Lazarus, P.E.

Phone: 951-413-3133
[email protected]
HILL TOP has maintained an annual contract to provide on-call geotechnical, environmental , and materials testing and inspection services to support various design and construction projects throughout the City of Loma Linda. Since 2000, HILL TOP has provided the City with responsive and efficient services on a variety of Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
13 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A P22203
geotechnical services and materials testing services for various projects such as the Loma Linda Library Addition Project, Loma Linda Senior Center Project, Temporary Fire Station Project, Anderson Street Emergency Repairs Project, Poplar Street Improvement Project, Geological Reconnaissance and Evaluation for Slope Failure Adjacent the Water Tank on Crestview Drive, Cottage Way Water Line Replacement Project, California Street Improvement Project, Anderson Bridge Seismic Retrofit Project, and the Barton Road Water Line Replacement Project.

Reference :

City of Loma Linda
25541 Barton Road
Loma Linda, CA 92354
City Engineer: Jarb Thaipejr
Phone: (909) 799-4401
jthaipejr@lomalinda-ca .gov
CLIENT: PULTE HOMES OF SOUTHERN CALIFORNIA
HILL TOP has worked continuously with Pulte Homes/Del Web since 1992, the scope of work provided for this client is extensive and includes multiple large master planned communities in both Riverside and San Bernardino Counties. HILLTOP has provided land acquisition studies including preliminary soils investigations, percolation testing, mass grading observation and density testing, source inspections, materials sampling, special inspections for concrete, masonry, shotcrete, post tension, fireproofing, welding, high strength bolting, epoxy, shear wall and waterproofing.

Reference :

Pulte Homes, Inc Director of Land Development: Bob Paradise 2 Technology Drive Phone: 949-623-3768
Irvine, CA 92618 ............................................................. [email protected]

STAFF AVAILABILITY
HILL TOP will employ the critical path project management approach for this project.

This method allows HILL TOP to focus on the key tasks and the time frame by which Hilltop Geotechnical, Inc .

On-Call City of San Bernardino
14 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A P22203
tasks need to be completed in order to assure that the project budget and time goals are kept.

HILL TOP's key team members understand the importance, and will focus and adhere to completing their assigned tasks within the schedule time. Mr Hulett (Project Manager) conducts regular scheduled staff meetings to assure that HILL TOP's key team members have the time or will assign other personnel as/if required to complete the project in budget and on time.

OUTSIDE SERVICES (SUB-CONSULTANTS)
We anticipate using 2R Drilling Company or GP Drilling Company for any services that require drilling such as the 15 foot borings itemized in your 'Routine Services".

We have worked with these companies for many years and have a very good working relationship with each company. With this exception, we do not anticipate the need for any additional outside service. However, if required any professional services, equipment , or tests not provided by HILL TOP and any unusual items of expense not customarily incurred in our normal operations will be charged at cost plus 15 percent.

Any necessary "Outside Servicesn to be negotiated in advance of provisioning .

STATEMENT OF LOCAL PREFERENCE
HILL TOP is a San Bernardino based consulting firm. Our permanent business address is at 786 South Gifford Avenue , San Bernardino, CA 92408. Our City o.f San Bernardino business license number is 907211. Located 2.9 miles from the City of San Bernardino's Public Works offices, we appreciate that we will be eligible for the local business preference, in the selection process.

ITEMS, ACTIONS, OR INFORMATION TO BE PROVIDED BY THE CITY HILL TOP requests that:

A PWC 100 form be filed with the Department of Industrial Relation, upon the awarding of contract. This form will be used by HILL TOP to file prevailing wage payroll documentation.

A copy of the approved plans and specifications for projects where they are applicable.
------
Hilltop Geote chnical , Inc. 15 June 2, 2022
On-Call City of San Bernardino
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A P22203

PROPOSED COSTS
Costs each task is itemized and included under separate cover. It is understood that the proposed field work will be "Prevailing Wage" work and as such, our rates reflect this. Additionally, it is understood that our field test and concrete test fees will be assessed on a 'per test' basis. All travel time, office time and support staff time will be included in the cost of the test. Additionally, maximum density/optimum moisture determinations will be included in the cost of compaction testing. All laboratory and concrete test results will be provided in writing. Soil borings will include obtaining blow count information, soil samples and a written report. However, additional costs will be accrued if significant traffic control in which special signs and flag men will be necessary. We have read and agree all items included in your definitions of each specific task listed in the RFP.

Hilltop Geotechnical. Inc.

On-Call City of San Bernardino
16 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A Attachment A
Laboratory Certifications
P22203
AASH I □
CERTIFICATE □ F
ACCREDITATION AASHI □

AC CREDITED
Hilltop Geotechnical, Inc.
in
San Bernardino, California, USA
has demonstrated profic,oncy for the testing of construction male11als and has conformed to the requirements astabbshell in MSHTO R 18 and the AASHTO Accreditation polIaes established by the AASHTO Committee on Materials and Pavements The sc,po of accrednouon can he Viewed on U1e 011ectory of MSHTO Accredrted Laboralories (aashtoresource ory) ,&;;; Tymon /
AASHTO E{ecutwe 011ector
Moe Jamshid,,
AASHTO CO/AP Chair
l htS tcrufical<' ,·.as ~ent>rated oo 'll/18001 '4 m 4 3!1 PM Easte-m Time Plea$e conf,rm the current accrt,ditation status of this laooratory at aashtoresourr.e o,ofaa~ ac,:redr1alion-duectory
Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
19 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A Expiration Date: 2022-07-12
Inspected By: Ashley Shaw
IA No.: 68
Phone: 916-508-5964
RSP #: 311
File: Material Category 500
Laboratory: Hilltop Geotechnical, Inc.

STATE OF CALIFORNIA

DEPARTMENT OF

TRANSP ORTATION

CAL TRANS ACCREDITATION LABORATORY INSPECTION REPORT
A certified Independent Assurance (IA) visited this
laboratory on 2021-07-12
Add 786 S. Gifford Avenue San Bernardino
ress: CA, 92408
Only the equipment to be used on Caltrans Construction
projects and/or local construction projects on the
National Highway System was checked for qualification.

At the time of Caltrans Accreditation, this laboratory had all necessary equipment to perform the test methods
indicated below.

Lab QC Mgr.: Shaofu Chen
E-mail: [email protected]
Telephone: 909-890-9079
Fax# .: 909-890-9055
AASHTO T11 AASHTOT27
AASHTO T176 AASHTOT209
AASHTO T329 AASHTO T335
CT 125 CEM CT 125 GEN
CT216 CT 217
CT 304 CT 308
CT518 CT 521
CT 543 CT 556
Testing personnel shall be Caltrans Qualified and
possess a current Caltrans Certification Form TL-0111
or AASHTO Proficiency Form TL-0115 prior to
performing any sampling or testing.

AASHTO R47 AASHTO R76 AASHTO T166
AASHTO T255 AASHTO T275 AASHTO T308
CT 105 CT 106 CT 125AGG
CT 125 HMA CT 201 CT202
CT226 CT231 CT301
CT366 CT 382 CT504
CT533 CT 539 CT540
CT 557
A visual check was performed and documents provided as necessary for the following items:
✓ Facility Safety Manual ✓ Copies of current applicable test procedures ✓ Laboratory Procedures Manual ✓ Calibration and service documentation ✓ Laboratory Quality Control Manual ✓ Calibration stickers affixed to test equipment ✓ Proper test equipment (dated within the 12 months)
On 2021-07-12 , this laboratory was Caltrans Qualified by:

Ashley R. Shaw
(Printed name of IA person)
Please verify lab accreditation by visiting SIAD website : https://s ia.dot.ca .gov/ DocuSign Enve lope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A SIAD TL-0111: CT CERTIFICATION

CALIFORNIA DEPARTMENT

OF TRANSPORTATIO N
Presents this CERT IFICATE to
Kevin Beath
who is certified to perform the following tests:

Test Method
CT 105
CT 125 AGG
CT201
CT202
CT 205
CT 216
CT217
CT226
CT227
CT229
Expiration Date
2023-10-30
2023-10-30
2023-10-30
2023-10-30
2023-10-30
2023-10-30
2023-10-30
2023-10-30
2023-10-30
2023-10-30
IA Responsible
Soroosh Amelian
Soroosh Amelian
Soroosh Amelian
Soroosh Amelian
Soroosh Amelian
Soroosh Amelian
Soroosh Amelian
Soroosh Amelian
Soroosh Amel ian
Soroosh Amellan
Lab 1: Hilltop Geotechnical, Inc., 786 S. Gifford Avenue , San Bernardino Associated Laboratory
Lab 1
(No lab)
Lab 1
Lab 1
(No lab)
Lab 1
Lab 1
Lab 1
(No lab)
(No lab)
No Lab: Laboratory associ ated with the tester is not accred ited to perform the test method identified. Testers must be associated with an accredited laboratory.

Certified Independent Assurance (IA)
Date issued: 11/03/2020
Tesler ID: 04027
I.A. 138
Note: This certificate is valid as long as the Tester complies with applicable requirem ents in Caltrans Independent Assurance Program Manual.

Please verify tester certifications by visiting the SIAD website at https://sia.dot.ca.gov/

/
' /
I
DocuSign Envelope ID: 2E0C9508-C4D A-4643-A0D8-5826ABA6871A Attachment B
Organizational Chart and Resumes
Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
20 P22203
June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA687 1A Hilltop Geotechnical lnc.'s Project Team
Shaofu (Mac) Chen
Principal Engineer PE
Michael Carrillo
Pro·ect Mana er - Dis atch / 24 Hour
Engineers and Geologists:

Ashley Hulett, PG
Lous Gomez, GIT
Other Geologists &
Engineers:

Ashley Hulett, PG
Richard George, CEG
Administration:

Michelle Davis
Laboratory Manager:

Kevin Beath
Laboratory Staff:

Justin Gordon
Inspector/Technician Team:

Manny Beaza, Lead Inspector
Inspector/Technician Team:

Joseph Gonzalez, Aaron Salatino,
Justin Gordon, Keaven Swift
Doug Williams, Daneil Munyifwa
HIU..:I OP GEOTECHNICAL

INCORPORATED
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A HIU.. TOP GEO I EGHNICAL, INC.

San Bernardino Offi ce
786 S. Gifford Avenue
San Bernardino, California 92408
Tel.: (909) 890 -9079 Fax (909) 890-9055
m. carrill o@h geotech .com
"A Foundation You Can Build On'
hillto pg" h geotech.com

MICHAEL CARRILLO

PROJECT MANAGER

EDUCATION
·--rwz □ •• ,--:rrrw-aw ·· - r s · rwsZWZZTR .,_ ff L ERSE W" • San Bernardino Valley College- Various course work.

CERTIF ICATES
• CPNffrox ler Nuclear Gauge Certification
• Radiat ion Safety Officer
• ICC Reinforced Concrete/Structural
Masonry/So ils
• AC! Certified Technician
• ACI Certified Trainer
• ASTM Certified CI064, Cl72, C l43,
C l 38, C23 l, C l73 and C3 I

PRINCIPAL EXPERIENCE
,;;em-, · - -- ---- --- = IT .. - &i-,w SO
• Over 33 years of experience in soils and materials testing for various types of projects . As a superv isor, Mr. Carrillo is respons ible for providing overv iew of construction inspection of soil and concrete on school construction projects, public works projects, and residential, commercia l, and industria l developments. He is experienced in field density testing of soils with sand cone, drive tube and nuclear gauge test methods. He is also experienced in concrete, structural masonry and asphalt concrete inspection and testing. He has been a project manager for over 20 years .

PROJECT EXPERIENCE
itiiSiF:fiiir· .. rEZFW::iiiifjjffjjf :iiie:~-wffiiifiz:::::nn ,w;Q'""::iii:r::Wziirl"°if ' a ~ fiUf:5iifTTt • z r EEiiiii z, • Kitching/Karma Substation, Moreno Valley CA - Provided grading, post grading, and special inspection inspections. Responsible for observation and density testing during site grad ing, and post grading including verification of grad ing over excavation requirements, and sand cone/nuclear gauge dens ity testing of soil, and ACI concrete. • Hubbard St., Moreno Valley CA - Inspected and performed quality assurance testing of utilities trenches 20 feet deep, street widen ing, asphaltic concrete on grade and batch plant inspection. • Terra Lago, Indio CA. - Provided grading, post grading, and special inspection inspections .

Responsible for observation and density testing during site grading, and post grading including verification of grading over excavation requirements, and sand cone/nuclear gauge density testing of controlled fills, trench backfill, and asphaltic concrete.

HILLTOP GEOTECHNICAL, INC.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-AOD8-5B26ABA6871A • Fairmount Park, City of Riverside, CA - Provided grading, post grading, and special inspections Responsible for observation and density testing during site grading, and post grading including verification of grading over excavation requirements. • Pulte Homes, Apple Valley CA - Provided grading, post grading and special inspection inspections Responsible for observation and density testing during site grading, and post grading including verification of grading over excavation requirements, and sand cone/nuclear gauge density testing of controlled fills, trench backfill and asphaltic concrete. • Lyon Homes, Mentone CA - Provided grading, post grading and special inspections Responsible for observation and density testing during site grading, and post grading including verification of grading over excavation requirements, and sand cone/nuclear gauge density testing of controlled fills, trench backfill and asphaltic concrete. • Indian St, Perris CA - Performed quality assurance testing of checking grade, flow and compaction for sewer and water pipelines, and soil subgrade, aggregate base, finish grade and asphaltic concrete paving and quality assurance testing of soils and paving. • UTC Aerospace, Riverside CA - Perfonned quality assurance testing of checking grade, and compaction for soil subgrade, aggregate base, finish grade and quality assurance testing of soils and concrete.
• BNSF Railroad, Niland CA. - Performed quality assurance testing of checking grade, and compaction for soil subgrade, aggregate base, finish grade and quality assurance testing of soils of railroad.
• TurnbuU Canyon Rd. Hacienda Heights CA - Performed quality assurance and compaction testing of water1ine trenches, street widening, sub grade and base grade. • Arrowhead Boulevard Rehabilitation, San Bernardino, CA - Performed quality assurance testing of checking grade, flow, joints, thrust blocks and compaction for sewer and water pipelines, and soil subgrade, aggregate base, finish grade, and asphaltic concrete paving and quality assurance testing of asphaltic concrete on grade and batch plant inspection and the placement of geo grid and fabric.
• Bear Valley Mall, Victor Valley, CA - Pertbnned quality assurance testing of checking grade, flow, joints, thrust blocks, and compaction for sewer and water pipelines, and soil subgrade, aggregate base, finish grade, and asphaltic concrete paving.

DocuSign Envelope ID: 2E0C9508- C4DA-4643-A0D8-5B26ABA6871A HIU.'TOP GEDTECHNICAL
786 S. GIFFORD AVENUE• SAN BERNARDINO· CA 92408
Phone 909-890-9079 • FAX 909-890-9055
hil [email protected]
Shaofu Chen

REGISTRATION/CERTIFICATIONS
♦ Professional Engineer (P.E. C76834)
• Certified Engineering Geologist (C.E.G. 2688)
♦ Professional Geologist (P.G. 8536)

SUMMARY OF QUALIFICATIONS
• Over 15 years of professional experiences in geotechnical engineering investigationsand recommendations for residential and commercial development, school and hospital construction , and public work projects and environmental investigation and contaminated soil and groundwater remediation .
• Two master's degrees in Geotechnical Engineering and Environmental Geology . • Proven ability to perform engineering analyses and feasibility study for large scale public development and had relevant experiences .
• Experience in subsurface exploration , field and lab data evaluation, report preparation , and field inspection.
• Experience in recommendations for mass grading, compaction, and foundation design . • Experience in project management including project bid preparation, bid evaluation, consultant selection, and budget management.
• Experience in environmental assessment including site characterization and hydrogeologic assessment for sites impacted with contaminants, such as petroleum hydrocarbons, chlorinated chemicals , pesticides , heavy metals, etc. and remedial system design and implementation .
• Excellent computer skills in application software (SLIDE, El-F risk, Word, Access , Excel, Power Point, CorelDraw, AutoCAD, Photoshop , etc.), programming languages (FORTRAN , JAVA, C/C++, etc.) and operation systems (Windows, Unix, etc.)

PROFESSIONAL EXPERIENCE
Principal Engineer/Geologist , MTC Engineering, Temple City, June 2015-March 2021 • Review field exploratory records and evaluate site conditions. • Generate geologic cross-sections , model hill slopes, and conduct slope stability analyses using computer software.
• Direct AP fault study and feasibility evaluation of the project. • Perform liquefaction studies for proposed developments in designated liquefaction zone including calculating potential settlement and recommending remediation methods . • Conduct geotechnical engineering analysis , recommend slope stabilization methods and feasible foundation design, and compile geologic and geotechnical engineering report . • Review and approve foundation design plans and grading & drainage plans. • Conduct environmental site assessment and provide remedial action for site cleanup .

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A Project Manager, Thrifty Oil Co., Santa Fe Springs, Dec. 2010-May 2015 • Direct and coordinate site environmental assessments and remedial feasibility studies for gasoline stations and petroleum refinery.
• Prepare remedial action plans and direct remediation system designs, installations, and operation & maintenance for gasoline stations.
• Prepare site assessment work plans, site assessment reports, pilot testing reports, groundwater monitoring reports, and remediation system performance reports, etc. • Monitor remedial activities for each site to ensure compliance with permits. • Review technical reports prepared by consultants.
• Prepare packages for bids and evaluate bids and issues the purchase orders. • Monitor and control expenses for each remediation site. • Communicate with local and state agencies and recommend for various remedial actions to lead case closures.

Senior Engineer/Geologist, Hydrologue, Inc., Pasadena, Jan. 2005-Nov. 2010 • Review site topo and geologic map, aerial photos and hydrogeologic background and prepare cost proposal/bid.
• Perform site investigation including geologic structure mapping, drilling, test pit, sampling, fault trench, percolation test, etc.
• Direct lab testing and conduct seismic risk analysis, slope stability and liquefaction potential analysis if needed.
• Prepare figures and compile soil report, which includes recommendations for foundation type and design criteria, expected total and differential settlement, compacted fill materials and testing, special design and construction provisions for mitigation of the effects of special site conditions, etc.
• Review & modify civil and engineering plan in conformity with recommendations. • Perform Phase I and Phase II environmental assessment including site characterization and hydrogeologic assessment for sites impacted with contaminants, such as petroleum hydrocarbons, chlorinated chemicals, pesticides, heavy metals, etc. • Typical projects such as upgrading and seismic retrofitting for Pasadena City Hall, re­ development of Pasadena Power Plant, numerous re-development projects forPasadena Unified School District and Chaffey Joint Union High School District, etc.

Research Engineer, Center for Protective Technology, Singapore, August 1997-July 2000
• Perform site characterization including site geologic specifications, building & substructure distribution, and mechanical property testing for soil and rock. • Develop a 3-D dynamics finite element software with creative algorithm to simulate soil­ structure interaction under dynamic loading.
• Model ground shock impact on building and substructure due to underground magazine blasting and compute inhibition distance of structure.
• Simulate surface explosion impact on underground protective structures and recommend solutions for improvement.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A

EDUCATION
"' Master of Engineering in Civil Engineering, National University of Singapore. "' Master of Science in Environmental Geology, East China Normal University, China. "'Bachelor of Science in Engineering Geology, Zhongshan University, China.

Ever participated and completed the major public projects in the following:

1. Upgrading and seismic retrofit of Pasadena City Hall (2005-2007). As one team member, I conducted a geotechnical investigation, compiled geotechnical report, and foundation inspection, and mass grading.

2. Major plant expansion of Pasadena Power Plant (2007-2008). As a major investigator, I performed a geotechnical and· environmental investigation including sampling and compiled report.

3. East Pasadena Major Transmission Tower for City of Pasadena (2009). As a major investigator, I conducted a geotechnical investigation and compile report.

4. Re-pavement of Sports Track and Upgrade of Sport Field for John Muir High School in Pasadena Unified School District (2009). As a major investigator, I performed a geotechnical investigation and compiled the soil report.

5. Auditorium Hall Addition for San Rafael Elementary School (2009). As a major investigator, I conducted a geotechnical investigation including liquefaction and fault studies and compiled the soil report.

6. Auditorium Hall Addition and Upgrade of Sport Field for San Gabriel Middle School (2009-2010). As a major investigator, I conducted a geotechnical and environmental investigations and compiled the geotechnical report and environmental assessment report.

7. Auditorium Hall Addition of Ontario High School (2010). As a major investigator, I conducted a geotechnical and environmental investigation and compiled the investigation reports.

8. Geotechnical and Environmental Investigations for Development of Sulphur Spring Elementary School in Santa Clarita (2005-2006). As a major team member, I performed field exploration, sampling, environmental monitoring, and sampling, and compiled the soil report and environmental assessment report, and oversaw mass grading.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A

HILL TOP GEOTECHNICAL, INC,
'A FounrJatic r You Can Build On
San Bernardino Office
786 S. Gifford Avenue
San Bernardino , California 92408
Tel.: (909) 890-9079 Fax (909) 890-9055
j.lantosh @hgeotech.com or
hillto pg:0 h geotech .com

MANUEL BAEZA

INSPECTOR

EDUCATION
E SF -g·zyg·· · FT -.. -.- RI - IT5N Fl --- +i - •• TITZ:ERAi'iiiil i' . T :iiiii'ir • Mount San Jacinto College - General Education.

CERTIFICATES
• CPNffroxler Nuclear Gauge
Certification
• Radiation Safety Officer
• ACI Certified Technician
• ACI Certified Trniner

PRINCIPAL EXPERIENCE
•
•
ICC Reinforced Concrete/Soi ls
ASTM Certified CJ064, C172,
Cl 43, C138, C231, C l 73 and
C3 1
- □355 -- - -~·· ---· --s»FFflriJ&Fi · -- FAt¥ -·-; ThSiiirifi£F z -· -- ·-. --~ -- With over 6 years' experience in observation/inspection and testing of soils and reinforced concrete for various types of projects. As an ICC Special Inspector, Mr. Baeza is responsible for providing inspection and quality control of soil, and concrete on public works projects, residential, commercia l, and industrial development s. He is experienced in field density testing of soils with sand cone and nuclear gauge test methods. He is also experienced in concrete, masonry, and asphalt concrete inspection.

PROJECT EXPERIENCE
W?WG r=--;y EFC77 ?s-liM w · - - ·za:XIT ·-~- JCTW • C SIWR iiiIT 7iii jj Hubbard St., Moreno Valley CA - Inspected and performed quality assurance testing of utilities trenches 20 feet deep, street widening, asphaltic concrete on grade and batch plant inspection.

San Bernardino International Airport Demolition Pad, CA. - Provided grading, post grading, and special inspection inspections. Responsible for observation and density testing during site grading, and post grading including verification of grading over excavation requirements, and sand cone/nuclear gauge density testing of controlled fills, trench backfill, asphaltic concrete and PCC concrete taxiway inspections.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A Chino Hills State Park, CA. - Provided grading, post grading, and special inspection inspections. Responsib]e for observation and density testing during site grading, soil nail walls, utility trench backfills, soil abutments, and asphaltic concrete.

San Bernardino District Attorney Parking Structure CA. - Provided grading and special inspection of reinforced concrete. He was responsible for observation and density testing dwing site grading, and post grading including verification of grading over excavation requirements, and sand cone/nuclear gauge density testing of control1ed fills, trench backfill and asphaltic concrete. Additionally, special inspections were performed on Reinforced Concrete of the 2-story parking structure. • Terra Lago, Indio CA. - Provided grading, post grading, and special inspection inspections.

Responsible for observation and density testing during site grading, and post grading including verification of grading over excavation requirements, and sand cone/nuclear gauge density testing of controlled fills, trench backfiJI, and asphaltic concrete.

Kitching/Karma Substation, Moreno Valley CA - Provided grading, post grading, and special inspection inspections. Responsible for observation and density testing during site grading, and post grading including verification of grading over excavation requirements, and sand cone/nuclear gauge density testing of soil, and ACI concrete.

Fairmount Park, City of Riverside, CA - Provided grading, post grading, and special inspections Responsible for observation and density testing dwing site grading, and post grading including verification of grading over excavation requirements.

Indian St, Perris CA - Performed quality assurance testing of checking grade, flow and compaction for sewer and water pipelines, and soil subgrade, aggregate base, finish grade and asphaltic concrete paving and quality assurance testing of soils and paving.

Arrowhead Boulevard Rehabilitation, San Bernardino, CA - Performed quality assurance testing of checking grade, flow, join~, thrust blocks and compaction for sewer and water pipelines, and soil subgrade, aggregate base, finish grade, and asphaltic concrete paving and quality assurance testing of asphaltic concrete on grade and batch plant inspection and the placement of geo grid and fabric.

UTC Aerospace, Riverside CA - Performed quality assurance testing of checking grade, and compaction for soil subgrade, aggregate base, finish grade and quality assurance testing of soils and concrete.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A A. HIU.TOP GEOTECHNICAL, INC.
f ~ "A Foundation You Gan Build On"
San Bernardino Office
786 S. Gifford Avenue
San Bernardino , California 92408
Tel.: (909) 890-9079 Fax (909) 890-9055
k.beath @h geotech.com
hillto pga h geotech.com
KEVIN R. BEATH

LABORATORY MANAGER

EDUCATION
YTsf1iRTTFF TI azwe re w r ◄-□-r -"iifii?IT -w:s&-:Fiifiiiffi':iiiWiifirfi:i"«T -; ... ~., -ii siiiifiwi • Chaffey College• Various Course work .

Rancho Cucamonga, Ca, 1978
• San Bernardino Valley College- Various Course work
San Bernardino, Ca, 1986

CERTIFICATES
• Concrete Fiel d Testing Technician ,
ACI#100822 , 7/16/2026
• Concrete Laboratory Testing Technicia n,
Hillto p Geotec hnical Inc, 7/25/2023
• Nuclear Gauge Training Class , June, 2004

PRINCIPAL EXPERIENCE
• ASTM Certifie d C29, C31, C39, C40, Cl17,
C127, C128, C136, C138, C143, C172, C173,
C231,C566, C617, C702, Cl064, C1231, D75
• CALTRANS Certifie d CTM's 106, 125AC,
125AGG, 125PCC, 201, 202,216,2 17, 226,
227,3 01,304,308,366 , 382,504,5 18,521,
533,539,540,643, 556&557
i5ii¥ft1 CWT F5F775iE JEER iiiii - ifi:iiiir7i'filit2:255 - :-?TF5F?--·EEs?J-· - +--r·z tiiifiiiii::i4 Over 20 years of experience in geotechnical testing and construction materials quality control. His service as Labor atory Manager h as provided him with a high degree of technical experience , and effective admini stra tion experie nce while managing tasks and technical personne l. Mr. Beath has also acted as a Field 'I'echnician when called upon for the company's needs.

Mr. Beath has been involved with the geotechnica l testing aspect of many diverse projects. His experience of testing covers a varied range including A.S.T.M., A.A.S.T.H.O and Caltrans testing metho ds. All laboratory testing is primar ily related to soil, aggregate, concrete and asphalt material s. Light "Field Tech" experie nce inclu des compaction test ing of curb and gutters , sewer backfill and pavin g materials. Mr. Beath also has experi ence in concrete field inspection work, such as fabrication of cylind er, testing of slum p, air content and unit weight of P.C.C.

IDLLTOP GEOTECHNICAL , INC.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A

PROJECT EXPERIENCE
-□ - □□ TT F~Fi ER
KEVIN R. BEATH

LABORATORY MANAGER
Page2
FF •
• Del Webb's Sun City Palm Desert Project - The project in Palm Desert represents one of Del Webb,s premier retirement communities. Mr. Beath has been involved in both field and laboratory testing on this project. Compaction testing, fabrication of concrete test, and soils chemical testing were conducted for the project. (Both ASTM and CALTRANS laboratory testing)
• Dreacea, Street Improvement, Moreno Valley, CA - Provided concrete inspection service and fabrication oftest cylinder for sidewalk and curbs. Also laboratory testing of asphalt used on site. • KZ Holding, 7-11, Lugonia Avenue, Redlands, CA - Provided concrete inspection services and fabrication oftest cylinders for footings, floor slab and sidewalks. • Universal Truss, Fontana, CA - Provided asphalt inspection services and compaction testing. Also provided labordtory testing services for asphalt sample obtained from the project. • 1-10 at California Street, Street Improvement, Redlands, CA - Provided batch plant inspection for concrete trucks loaded for the project site.
• Orange at Boulder Avenue, Street Improvement, Highland, CA- Provided concrete inspection setvices and fabrication of test cylinder for light standards.
• Riverside Unified School District, Riverside, CA-Provided laboratory testing suppor1 services for Site expansion projects for various school in the district. Provided laboratory testing on soil sample brought in from the various sites. Testing Included but not limited to Maximum Density @ Optimum Moisture, Expansion lndex Sieve Analysis, Ring Density, Moisture Content, Sand Equivalent, Sulfate, Chloride, Resistivity, PH, Consolidation, and Plasticity Index.
• Shadow Hil1s, Palm Desert, CA-Provided laboratory testing support services for HGJ's Preliminary Investigation and on-going production. Laboratory testing including but not limited to Maximum Density (ASTM & Caltrans), Ring Density, Sieve Analysis, Expansion Index, Consolidation, Plasticity Index, Sand Equivalent, Chemical Testing, R-Value, also Compressive Strength of Concrete Cylinders, Grout Prisms and Mortar Cylinder.
• Talavera by D.R. Horton, Indio, CA-Provided laboratory testing support services for HGPs Preliminary Investigation and on-going production of a residential community. Laboratory testing including but not limited to, Max. Density, Ring Density, Chunk Density, Moisture Contents, Expansion lndex, Sand Equivalen4 Consolidation, Sulfate, Chemical testing for corrosive soils, Plasticity Index, Sieve Analysis, HILLTOP GEOTECHNICAL, INC.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A KEVIN R. BEA TH

LABORATORY MANAGER

Soil Classification, Direct/Remolded Shears, R-VaJues and Compressive Strength Testing of Concrete, Grout and Mortar test specimens
• Rancho Summit, Pulte Homes at Rancho Cucamonga, CA-Provided laboratory testing support services for HGl's Preliminary Investigation and On-going Production of a residential community. Laboratory testing including but not limited to Max. Density, Ring Density, Moisture Contents, Expansion Index, Plasticity Index, Sand Equivalent, Consolidation, Sieve Analysis, Sulfate, Chemical testing for corrosive soils and R-Values.
• Fontana Courthouse-Provided laboratory testing support services for HG I's geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $6.4 million expansion and remodel project for the County of San Bernardino A & E department. • Highland Library and Learning Center - Provided laboratory testing support services including limited geotechnicaJ studies, project management, geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $12.4 miJlion construction of a new 32,000 sq. ft. library project for the City of High)and, CA. • Crestline Library-Provided laboratory testing support services for HGI's geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $5.4 million construction of a new library project for the County of San Bernardino A & E department. • Highland Police Station-Provided geotechnica1 services including limited geotechnical studies, project management, geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $8 million construction of a 2 building, 4.5 acre, 36,000 total sq. ft.

Leed certified police complex project for the City of Highland, CA. • New Fire Station #JO-Provided laboratory testing support services for HGI's geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a new fire station on Beekley road, in Phelan, CA. for the County of San Bernardino, Special Districts department.
• Renck CC Project at City of Riverside's Hunt Park-Provided laboratory testing support services for HGJts geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $5.26 million construction of a 15,7745 Sq Ft building, 13.7 acre, community center and Gymnasium for the City of Riverside=s Park & Recreation department. • Victorville Court House - Provided laboratory testing support services for HGl's geotechnical engineering, and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for the County of San Bernardino.

HILLTOP GEOTECIINICAL, INC.

DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A

HILLTOP

GEOTECHNIC AL
PartB Fees

PROPOSAL TO

PROVIDE PROFESSIONAL SERVICES FOR

AS NEEDED, ON-CALL GEOTECHNICAL

INVESTIGATION AND CONSTRUCTION

MATERIAL TESTING SERVICES FOR

VARIOUS CAPITAL IMPROVEMENT

PROGRAM (CIP) PROJECTS TO CITY OF

SAN BERNARDINO DEPARTMENT OF

PUBLIC WORKS/ENGINEERING DIVISION
HILLTOP PROPOSAL NO.: P22203
JUNE 2, 2022
SUBMITTED TO:

CITY OF SAN BERNARDINO

DEPARTMENT OF PUBLIC WORKS
600 NORTH ARROWHEAD AVENUE, 2No FLOOR
SAN BERNARDINO, CA 92401
ATTN: MR. ISSA SAED, CIVIL ENGINEER, P.E.

PREPARED BY:

HILL TOP GEOTECHNICAL, INC.
786 SOUTH GIFFORD AVENUE
SAN BERNARDINO, CA 92408
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A /
. HILLTOP
/ B(OTECHNICAL
June 2, 2022
City of San Bernardino
Department of Public Works
290 North D Street
San Bernardino, CA 92401
Attention: Mr. Issa Saed, Civil Engineer, P.E.

PartB Fees
Proposal P22203
Subject: Proposal to Provide As Needed, On-Call Geotechnical Geotechnical Investigation and Construction Material Testing Services for Various Capital Improvement Program (CIP) Projects for the Department of Public Works/Engineering Division, City of San Bernardino.

Reference: City of San Bernardino Department of Public Works, May 1, 2022, Request for Proposals (RFP) to Provide As Needed, On-Call Geotechnical Investigation and Construction Material Testing Services for Various Capital Improvement Program (GIP) Projects; Prepared by the Department of Public Works/Engineering Division, City of San Bernardino.

Hilltop Geotechnical, Inc. (Hilltop) wishes to thank you for consideration of us to provide you with as needed, on-call geotechnical investigation and construction material testing services for various capital improvement program (GIP) projects that you might require. In accordance with your request, we are pleased to submit this proposal. Based upon the referenced 'Request for Proposal' it is our understanding that various types of soils, concrete and asphalt testing will be required for various projects within the city.

Hilltop Geotechnical, Inc.

On-Call City of San Bernardino
1 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A P22203
Hilltop looks forward to providing professional services to you for your upcoming projects. If there are any questions after reviewing the enclosed information, please do not hesitate to call the undersigned at (909) 890-9079, at your convenience. The opportunity to be of professional service to you is sincerely appreciated .

Respectfully submitted,
HILL TOP GEOTECHNICAL, INC.

Michael Carrillo
Operations Manager
Hilltop Geotechnical, Inc .

On-Call City of San Bernardino
2 June 2, 2022
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A HILLTOP GEOTECHNICAL, INC.

HIU.TOP GEDTECHNICAL
Part B Fees 2022 SCHEDULE OF FEES

INSPECTORS
Materials Inspector
Building Inspector
Building Inspector
Inspector of Record
Specialty Inspector
Soils Inspector
Soils Inspector
July 2022-Junc 2023
Rates reviewed based on Prevailing Wage Annual Increase. (Concrete. Masonry, Structural steel and Welding. Fireproofing. Shotcrete) ........ ................. S (Wood Construction) ................................................................... ................. ........................... S (MEP) ...................................................... .................... ............................................................ S (/OR, In-Plant. DSA/OSHPD) .................. ....................... .............................. ........... ................ S (Gfu-Lam Beams/Se ismic Resistance/E /FS/Firestopping/Trusses at Fab Shop/Med Gas) .... $ (Soils. Asphalt, Piles) .............................................................................................................. $ (Soils. Asphalt. Piles) ............................................... ............................................................... $

LABORATORY HOURS AND TESTING SERVICES
Laboratory hours are 7:00 a.m. through 4:00 p.m., Monday through Friday. Break results available at 8:00 a.m.

Additional charges will be made for off-hours. weekends or holidays as follows:

Off-hour Laboratory Operations per hour ........................................................................ ;: ............................................ $ Saturday Laboratory Operations per hour ..................................................................................................................... $ Sunday or Holiday Laboratory Operations per hour ...................................................................................................... S Materials Pick Up Sample Trip Charge ......................................................................................... ............................... S After Hours Pick Up Sample Trip Charge ...................................................................................................................... S

ENGINEERING AND PROFESSIONAL SERVICES
Senior Engineer/ Senior Geologist ................................................................................................................................ $ Staff Engineer/Geologist ............................................................................................................................................... $ Project Manager/ Field Supervisor ............................................................................................................................... $ Administration ................................................................................................................................................ $ Drafter ................................................................................................................................................ $ Test Technicians Lab - Materials .................................................................................................................................. $ Certified Payroll ................................................................................................................................ ................ $ Court Appearance (4-Hour Minimum) ........................................................................................................................... $ Preparation for Court, Consultation (In our Office) ........................................................................................................ $ Preparation for Court, Consultation (Out of our Office, 4-Hour Minimum) .................................................................... $ Expert Witness Testimony (Corporate Officers and Engineers) ................................................................................. ..

Deposition (portal to Portal, 4-Hour Minimum) ................................................ .............................................................. $

REPORTS
Final Materials Compliance Report ............................................................................................................................... $ Monthly Materials Compliance Report .......................................................................................................................... $ Final Laboratory Verified Report (LVR) DSA-291 (Required for DSA Projects) ............................................................ $ Interim Verified Report (LVR) DSA-291 or DSA 293 (Required for DSA Projects) ........................................................ $ Interim Report from Engineer ........................................................................................................................................ S Review of Existing Mix Design, Determination of Proportions (3-5 Bus. Day Result) ................................................... S Review of Existing Mix Design, Determination of Proportions (1-2 Bus. Day Result) ................................................... S Report for Special Services/ Off Site Testing ............................................................................................................... $ Final Grading/ Compaction Report (Comprehensive) .................................................................................................. S Final Geotechnical Verified Report (GVR) DSA-293 (Required for DSA Projects) ....................................................... S Pad Certificate Report ................................................................................................................................................ S Utility Trench Compaction Report ................................................................................................................................. $ Wall Backfill Report ................................................................................................................................................ S Monthly Interim In-Grading Report ................................................................................................................................ $ Pile/Shoring Monitoring Report ..................................................................................................................................... $ Plan Review (Grading/ Foundation) .............................................................................................................................. $ Extra Stamped Reports ................................................................................................................................................ $

MINIMUM HOURLY CHARGES
Minimum charges will apply for 2, 4 & 8 hour blocks defined as follows :
2-hour minimum: Inspector shows up, no work requested or performed 4-hour minimum: 1 to 4 hours.
8-hour minimum: Work over 4 hours.

Note: Less than 24-hour call-out notice may necess itate prem ium charges .

Prevailing Wage
135.00 Per Hour
135.00 Per Hour
135.00 Per Hour
135.00 Per Hour
Quote Per Hour
135.00 Per Hour
135.00 Per Hour
500.00 Per Hour
500.00 Per Hour
750.00 Per Hour

55.00 Per Trip
100.00 Per Hour
21 0.00 Per Hour
180.00 Per Hour
140.00 Per Hour

75.00 Per Hour

85.00 Per Hour

85.00 Per Hour

75.00 Per Week
350.00 Per Hour
250.00 Per Hour
250.00 Per Hour
Quotation
275.00 Per Hour
500.00 Each
150.00 Each
500.00 Each
100.00 Each
500.00· Each
150.00 Each
300.00 Each
200.00 Each
2,500.00 Each
1,000.00 Each
1,500.00 Each
2,500.00 Each
1,500.00 Each
1,000.00 Each
2,000.00 Each
1,000.00 Each
150.00 Each
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A ASTM Physical Characteristics Part B Fees

SOIL AND AGGREGATE
C29 Unit Weight. ............................................................................................................................. $ 04829 Expansion Index .................................................................................................................... $ C117,D1140 #200Wssh .............................................................................................................................. $ C136 Particle-Size Distribution - WSieveA Analysis (retained on # 200 sieve) ................................... $ 01140, D422 Particle-Size Distribution - Sieve Analysis+ Hydrometer Combined ...................................... $ 04318 Atterberg Limits ....................................................................................................................... $ 02435 Consolidation .......................................................................................................................... $ 02419, CTM 217 Sand Equivalent Value of Soil and Fine Aggregate {Set of Three) ......................................... $ C127 Specific Gravity and Absorption (Coarse Aggregate) .............................................................. $ C128 Specific Gravity and Absorption (Fine Aggregate) .................................................................. $ 0854 Specific Gravity (Soil) .............................................................................................................. $ 02216 Moisture Content. .................................................................................................................... $ 03080 Dired Shear (3 Points) ............................................................................................................ $ 03080 Direct Shear Remolded sample (3 points) .............................................................................. $ 01557-A,B Maximum Density ................................................................................................................... $ 01557-C Maximum Density ................................................................................................................... $ 02844, CTM 301 R-Value (3 Points} ................................................................................................................... $ CTM 229 Durability Index (coarse ) ........................................................................................................ $ CTM 229 Durability Index (fine) .............................................................................................................. $ C142 Clay Lumps & Friable Particles ............................................................................................... $ 03744, CT 229 Durability Index for Coarse Aggregates .................................................................................. $

CHEMICAL PROPERTIES
CTM643
CTM643
CTM417
CTM422
CTM 643,417,422

ASPHALT CONCRETE
C192
D136
D1188
02726, D6926
05581

CONCRETE
C39
C469
C495
C42
C42
C42
C157
C567
C567
C567
C684
C157
C495
C138
C173
C231
C78
C496
F1869
F2170
A615
F2170

MASONRY
BLOCK
C780
C109
C1019
C1314
C1314
C140
Resistivity ................................................................................................................................ $ pH ........................................................................................................................................... $ Sulfate ..................................................................................................................................... $ Chloride ................................................................................................................................... S Corrosivity Series .................................................................................................................... $ Review of Existing Mix Design ................................................................................................ $ Gradation of Extracted Sample ............................................................................................... $ Unit Weight - Molded Specimen or Cores .............................................................................. $ Compacted Maximum Density - MARSHALL. ........................................................................ $ Field Mix - Marshall - Stability Per Point... ............................................................................ .

Concrete Cylinders Compression Test W x 12; .................................................................... $ Concrete Cylinder Compression Test with MOE (Modulus of Elasticity) ................................ $ Lightweight Fill Concrete (3" x a~) ........................................................................................... $ Shotcrete/Gunlte Cores, 6" Max. Diameter ............................................................................. $ Gunlte Cores, s• Max. Diameter, w/ Core Trim ....................................................................... $ In Laboratory Core Cutting ...................................................................................................... $ Grout Shrinkage (3 Bars - Four Readings, Up to 90 Days} .................................................... $ Unit Weight of Hardened Light Weight Concrete .................................................................... $ Unit Weight of Hardened Light Weight Concrete (Oven Dry) .................................................. $ Equilibrium Density of Hardened Light Weight Concrete ........................................................ $ Rapid Cure Concrete Cylinders (Boil Method) ........................................................................ $ Drying Shrinkage (3 Bars - Four Readings, Up To 90 Days) ................................................. $ Lightweight Fill Concrete Density ............................................................................................ $ Density (Unit Weight) of Concrete ........................................................................................... $ Air Entrainment Test (Volumetric Method) ............................................................................... S Air Entrainment Test (Pressure Method - Non LightweightAggregate) .................................. S Flexure Test 6° x s· Beams ..................................................................................................... S Splitting Tensile 6" x 12" Cylinders .......................................................................................... S Measuring Moisture Vapor Emission Rate ........................................................................... $ Relative Humidity Probe .......................................................................................................... $ Chemical Analysis ................................................................................................................... $ Relative Humidity .................................................................................................................... $ Mortar Cylinders (2" x 4•) ........................................................................................................ $ Mortar Cubes (2" x 2•) ............................................................................................................. $ Grout Prisms (3" x 6n) ............................................................................................................. $ Grouted Prisms Compression (Masonry Assemblage) Test S8" x a• x 16" ............................. $ Grouted Prisms Compression (Masonry Assemblage) Test >8" x a• x 12" ............................. $ Moisture Content as Received each ....................................................................................... S HILLTOP GEOTECHNICAL, INC.

70.00 Each
150.00 Each
100.00 Each
125.00 Each
210.00 Each
160.00 Each
195.00 Each
125.00 Each Set
125.00 Each
170.00 Each
125.00 Each

25.00 Each
265.00 Each
320.00 Each
210.00 Each
210.00 Each
300.00 Each
375.00 Each
375.00 Each
120.00 Each
375.00 Each

75.00 Each

60.00 Each

60.00 Each

60.00 Each
185.00 Each
175.00 Each

70.00 Each

70.00 Each
210.00 Each
Quote

35.00 Each
350.00 Each

35.00 Each

45.00 Each

45.00 Each

50.00 Each
250.00 Set

75.00 Each
100.00 Each
150.00 Each

75.00 Each
250.00 Set

35.00 Each

30.00 Each Set

35.00 Each Set

35.00 Each Set

85.00 Each

85.00 Each

35.00 Each

55.00 Each
300.00 Each

55.00 Each

35.00 Each

35.00 Each

45.00 Each
195.00 Each
210.00 Each

50.00 Each
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871A C140
C140
C140
C140
C426
C42
C42
C42
BRICK
C67
C67
C67
C67
C67
C67
C67
C67

STEEL REINFORCING
Absorption, 3 Required ........................................................................................................... $ Measurements ........................................................................................................................ $ Compression sen x 8" x 16", Qty 3 Required .......................................................................... $ Compression >8" x a· x 16" Qty 3 Required ........................................................................... $ Linear Shrinkage, Qty 3 Required ........................................................................................... $ Masonry Core - Compression ................................................................................................ $ Masonry Core - Shear ............................................................................................................ $ In Laboratory Core Cutting ...................................................................................................... $ Compression ........................................................................................................................... $ Modulus of Rupture ................................................................................................................. $ Absorption, Soak ..................................................................................................................... $ Absorption, Boil ....................................................................................................................... $ Absorption, Saturation Coefficient.. ......................................................................................... $ Initial Rate of Absorption ......................................................................................................... $ Efflorescence .......................................................................................................................... $ Efflorescence with Mortar ........................................................................................................ $ A615/A706 Tensile Up to No. 11 Bar ......................................................................................................... $ A615/A706 Tensile No. 14 Bar ................................................................................................................... $ A615/A706 Bend Test Up to No. 11 Bar ..................................................................................................... $ A615/A706 Bend No. 14 Bar ..................................................................................................................... $ A615/A706 Bend /Tensile Test No. 18 ...................................................................................................... $ A706 Chemical Analysis ................................................................................................................... $ A615/A706 Deformation Compliance ........................................................................................................ $ A615/A706 Cut To Size (for testing) ........................................................................................................... $

STEEL COUPLED WELDED REINFORCING
A615/A706 Tensile Up to No. 11 Bar ......................................................................................................... S A615/A706 Tensile No. 14 Bar ................................................................................................................... $ A615/A706 Tensile No. 18 Bar ........................... : ....................................................................................... $

STRUCTURAL STEEL
A370/F606
A370/F606
A370/F606
A370/F606
A370/F606
E10
E18
A370/F606
A370/F606
A370/F606
ABO
A370/F606
F1554

PRES TRESS
A416

FIREPROOFING
E605
E736

ROOFING
C1167
C1459
C1459
Applicable Code
Bolt Tensile Test ...................................................................................................................... $ Bolt Proof Test. ........................................................................................................................ $ Nut Proof Test ......................................................................................................................... $ Nelson Stud Tensile Test. ........................................................................................................ $ Metal Deck Tensile Test (formed sheet metal) ........................................................................ $ Brinell Hardness Test .............................................................................................................. $ Rockwell Hardness Test. ......................................................................................................... $ Coupon Tensile Test ................................................................................................................ $ Coupon Bend Test. .................................................................................................................. $ Nut I Bolt I Washer Hardness Test .......................................................................................... $ Metal Deck Coating ................................................................................................................. $ Machining & Preparation of Samples ...................................................................................... $ Anchor Bolt Assembly Testing (Milling, Tensile, Chemical Analysis) ....................................... $ Prestressed'Strand & Preparation (Yield /Tensile) ................................................................. $ Oven Ory Density .................................................................................................................... S Adhesive/Cohesion Testing ..................................................................................................... S Tiles (Breaking Strength / Absorption) .................................................................................... $ Mineral Shake - Flexural ........................................................................................................ $ Mineral Shake -Absorption .................................................................................................... $ Tagging, Material Id and Sampling TIies ................................................................................. $ Final Laboratory Roofmle Material Affidavit Report ................................................................ $ HILLTOP GEOTECHNICAL, INC.

Part B Fees

40.00 Each

30.00 Each

45.00 Each

55.00 Each

80.00 Each

55.00 Each

75.00 Each

50.00 Each

40.00 Each

50.00 Each

30.00 Each

30.00 Each

40.00 Each

40.00 Each

55.00 Each

65.00 Each

65.00 Each

70.00 Each

65.00 Each

70.00 Each
250.00 Each Set
300.00 Each

55.00 Each

10.00 Each

80.00 Each
100.00 Each
275.00 Each

55.00 Each

45.00 Each

45.00 Each
115.00 Each
135.00 Each

45.00 Each

45.00 Each

40.00 Each

40.00 Each

45.00 Ea. Pc
115.00 Each

40.00 Each
1,000.00 Each
145.00 Each

45.00 Each

45.00 Each

60.00 Each

40.00 Each

30.00 Each

70.00 Per Hour
300.00 Each
DocuSign Envelope ID: 2E0C9508·C4DA-4643·A0D8-5B26ABA6871A

HILLTOP GEOTECHNICAL
HILLTOP GEOTECHNICAL, INC.
2022 SCHEDULE OF FEES

MINIMUM CHARGES
Engineering Technician ........................... ........................... ........................ ........................ 4 hours ICC Special Inspector ................................................................ ........................ ................ 4 hours All Inspection Beyond 4 hours ....................... ....................................................... .............. 8 hours Show Up and No Testing or Inspection ......................... .................................................... 2 hours Cance llation of Work After 3:00 pm or same day ................ ................................. ............ 2 hours Expedite of Sched uling After 3:00 pm or same day ................................................ . 1.5 x hr. rate SHIFr DIFFERENTIAL
Second Shift (2PM·l2PM) ............................... ................. ....................................... ........... 9.50/hr.

Third Shift (10PM·8AM) ..................... ........................................................................ ..... 14.00/hr.

MILEAGE/TOLL ROAD FEES
Vehicle Mileage ........................................................................................................ ....... $0. 75/mile Toll Road Charges .................................................... ........................... Invoiced at Cost, plus 10%

OVERTIME
Overtime at the rate of 1.5 Limes Lhe applicable hourly rate will be charged for any time more than 8 hours and less than 12 hours in any one day, Monday thro ugh Friday, and time before 6:oo a.m. or after 6:oo p.m . and for Satu rday work up to 8 hours. Work performed in excess of 12 hours on Monday throug h Friday, in excess of 8 hours on Saturday, and all work on Sundays or Company recognized Holidays will be charged at 2.0 times the applicable hourly rate .

COMPANY RECOGNIZED HOLIDAYS
New Year's Day
President's Day
Memorial Day
lndependence Day
Labor Day
Veteran's Day
Th anksg iving Day
Day After Thanksgiving
Christmas Day

WET SIGNED HARD COPY REPORTS
Reports will be cha1·ged at the rate of 60¢ per sheet copied, plus the cost of plan production.

OUTSIDE SERVICES
Professional services, equipment, or tests not provided by Hilltop Geotechnical, Inc. and any unusual items of expense not customarily incurred in our normal operations will be charged at cost plus 15 percent.

HILLTOP GEOTECHNICAL, INC.

DocuSlgn Envelope ID: 2E0C9508-C4DA-4643-A0D8-5B26ABA6871 A l:StlfflateO
Annual
n., ...... ,tt ..
500
500
100
10 10
20 20
250
100
20 20
20 C

CITY OF SAN BERNARDINO
Schedule of Prices for
On-Call Geotechnical Investigations and Construction Material Testing July 01, 2022
Unit Description Unit Price Total Price
ea Compaction Testing (1 - 4 per site $375.00 $187,500.00 visit) Including curves. ea Compaction Testing (5 - 20 per site $270.00 $135,000.00 visit) including curves. ea Compaction Testing (20+ per site visit) $165.00 $16,500.00 Including curves. set Concrete Cylinders (includes $640.00 $6,400.00 collection, tests and report) ea Asphalt Extractions $250.00 $2,500.00
ea Asphalt Compaction $240.00 $4,800.00
ea Soll Gradation/Screen Analysis $135.00 $2,700.00
hr Grading Observation $135.00 $33,750.00
hr Engineering Geological Investigation & $230.00 $23,000.00 Consulting ea Soil Boring to 15' Per Project Basis --
ea Pavement Bore (Asphalt) Per Project Basis ---
ea Concrete Core $290.00 $5,800.00
TOT Al ESTIMATED ANNUAL COST I $417,950.00
DocuSign Envelope ID: 2E0C9508-C4DA-4643-A0D8-5826ABA6871A

EXHIBITB
Sample Task Order Form

TASK ORDER
Task Order No. ---
Agreement: ON-CALL PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF SAN BERNARDINO AND HILL TOP GEOTECHNICAL, INC.

Consultant: Hilltop Geotechnical, Inc.

The Consultant Is hereby authorized to perform the following services subject to the provisions of the Agreement Identified above:

List any attachments: (Please provide if any.)
Dollar Amount of Task Order: Not to exceed $ .00 ------ Completion Date:

The undersigned Consultant hereby agrees that it will provide all equipment, furnish all materials, except as may be otherwise noted above, and perform all services for the work above specified In accordance with the Agreement identified above and will accept as full payment therefore the amount shown above.

CITY OF SAN BERNARDINO HILL TOP GEOTECHNICAL, INC.

Dated: --------- Dated: ---------
By: By:
17 .:..