The URL can be used to link to this page

Home My WebLink About2019-067Resolution No. 2019-67 RESOLUTION NO. 2019-67 RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO, CALIFORNIA, APPROVING THE AWARD OF A TWO-YEAR CONSULTANT SERVICES AGREEMENT TO HILLTOP GEOTECHNICAL, INC., KOURY ENGINEERING & TESTING, INC. AND TERRACON CONSULTANTS, INC. FOR AS NEEDED ON-CALL GEOTECHNICAL ENGINEERING SERVICES, IN A TOTAL AMOUNT NOT TO EXCEED $100,000; AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE PROPOSED PROFESSIONAL SERVICE AGREEMENTS WHEREAS, Hilltop Geotechnical Inc., Koury Engineering & Testing, Inc. and Terracon Consultants Inc. are competent, experienced geotechnical engineering firms and have provided the most advantageous and best proposal for as needed on-call traffic engineering services in accordance with the Consultant Services Agreements, attached hereto and incorporated herein as Exhibit "A" (HILLTOP GEOTECHNICAL, INC.), Exhibit "B" (KOURY ENGINEERING & TESTING, INC.), and Exhibit "C" (TERRACON CONSULTANTS, INC.) in amounts totaling up to $100,000 in aggregate. Pursuant to this determination, the Purchasing Manager is hereby authorized and directed to issue Purchase Orders for said services to said firms which reference this Resolution. BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. The above recitals are true and correct and are incorporated herein by this reference. SECTION 2. The City Manager or designee is hereby authorized and directed to award a consulting contract services agreements, to Hilltop Geotechnical, Inc., Koury Engineering & Testing, Inc. and Terracon Consultants, Inc. in the amounts totaling up to $300,000. SECTION 3. All three (3) Agreements shall expire on June 30, 2021, unless earlier terminated as provided therein. Subject to written approval of the parties involved, each Agreement may be administratively extended by the Director of Public Works or designee for a maximum of two (2) additional years. SECTION 4. The City Council finds this Resolution is not subject to the California Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty, as in this case, that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Resolution No. 2019-67 SECTION 5. Severability. If any provision of this Resolution or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications, and to this end the provisions of this Resolution are declared to be severable. SECTION 6. Effective Date. This Resolution shall become effective immediately. APPROVED and ADOPTED by the City C uracil a d signed by the Mayor and attested by the City Clerk this 5th day of June 2019. John Valdivia, Mayor City of San Bernardino Attest: F Georgeann -h` arena, MNIC, City Clerk Approved as to form: Gary D. Saenz, City Attorney Resolution No. 2019-67 CERTIFICATION STATE OF CALIFORNIA) COUNTY OF SAN BERNARDINO) ss MY OF SAN BERNARDINO) I, Georgeann Hanna, MMC, City Clerk, hereby certify that the attached is a true copy of Resolution No. 2019-67 adopted at a regular meeting held on the 5th day of June 2019 by the following vote: Council Members: AYES NAYS SANCHEZ X Mme, X FIGUEROA — X SHORETT X NICKEL X RICHARD x MULVIHILL x_ ABSTAIN ABSENT WITNESS my hand and official seal of the City of San Bernardino this 5a` day of June 2019. Georgeann anna, MMC, ity Clerk Exhibit `A' PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF SAN BERNARDINO AND HILLTOP GEOTECHNICAL INCORPORATED This Agreement is made and entered into as of June 5, 2019 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 Borth D Street, San Bernardino, CA 92401 C City'), and HILLTOP GEOTECHNICAL INCORPORATED with its principal place of business at 786 S. Gifford Avenue, San Bernardino, California 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: On -Call Geotechnical Engineering Services (hereinafter referred to as "die 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. AGREEMENT NOW, THEREFORE, IT IS AGREED AS FOLLOWS: 1. Incomoration of Recitals, The'recitals above are true and correct and axe 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." 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 change.-, 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. 4. Compensation. a. Subject to paragraph 4(b) below, the City shall pay for such services in accordance with the Schedule of Charges set forth in Exhibit "A b. In no event shall the total amount paid for services rendered by Consultant Exhibit `A' and r this Agreement exceed the sum of $100,000 This amount is to cover all related costs, and 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 completion. 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 performance 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. This Agreement shall commence on the Effective Date and continue through the completion of services as set forth in Exhibit "A," unless the Agreement is previously terminated as provided for herein ("Term"). 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. 8. Time of Performance. Consultant shall perform its services in a prompt and timely manner and shall commence performance upon receipt of written notice from the City to proceed. Consultant shall complete the services required hereunder within Term. 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 but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war; riots and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage or judicial restraint. b. Should such circumstances occur, the non-performing Party shall, within a reasonable time of being prevented from performing, give written notice to the other Party 2 Exhibit `A' describing the circumstances preventing continued performance and the efforts being made to resume performance 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 CaVOSHA 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. 12. Conflicts of Interest. During the term 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. Citi 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 Sub -consultant. 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 sub -consultants 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. 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 3 Exhibit `A' 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 sub -consultants' policies of commercial general liability and automobile liability insurance using the endorsements and forms specified herein or exact equivalents. 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 form 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 10 10 01 and 20 37 10 01, or endorsements providing the exact same coverage. (vi) The general liability program may utilize either deductibles or 4 Exhibit `A' 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. (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' Comnensation/Emplo4er'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 performance 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 sub -consultants 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 E Exhibit `A' policy must "pay on behalf of the insured and must include a provision establishing the insurees duty to defend. f Minimum Polis} Limits Required (i) The following insurance limits are required for the Agreement: Combined Sinale Limit Commercial General Liability $1,000,000 per occurrence/ $2,000,000 aggregate for bodily injury, personal injury, and property damage Automobile Liability $1,000,000 per occurrence for bodily injury and property damage Employer's Liability $1,000,000 per occurrence Professional Liability $1,000,000 per claim and aggregate (errors and omissions) (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. g_ Evidence RecLuired 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 insurancm. h. 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 (10) 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. 0 Exhibit `A' (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. L 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 ANII and admitted to transact in the business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law. j. 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. 7 Exhibit `A' (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. k. Sub -consultant Insurance Requirements. Consultant shall not allow any subcontractors or sub -consultants 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 sub -consultants 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 sub -consultants. 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 appointer) 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 consequential damages, expert witness fees and attorneys' fees and other related costs and expenses. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to Claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 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. b. Additional Indemnity Obliptions. Consultant shall defend, with counsel of City's choosing and at Consultant's o-vNn cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against the City, its elected and appointed officials, employees, agents, or authorized volunteers. Consultant shall pay and satisfy any judgment, award or decree that may be rendered against the City, its elected and appointed officials, 8 Exhibit `A' employees, agents, or authorized volunteers as part of any such claim, suit, action or other proceeding. Consultant shall also reimburse City for the cost of any settlement paid by the City, its ' elected and appointed officials, employees, agents, or authorized volunteers as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for the City's attorney's fees and costs, including expert witness fees. Consultant shall reimburse the City, its elected and appointed officials, employees, agents, or authorized volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its elected and appointed officials, employees, agents, or authorized volunteers. 18. California Labor Code Requirements. Consultant is aware of the requirements of California Labor Code Sections 1720 et�se . and 1770 et sett., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), 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 sub -consultants to comply with all California Labor Code provisions, which include but are not limited to prevailing wages, employment of apprentices, hours of labor and debarment of contractors and subcontractors. 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 sub -consultants 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 sub -consultants, 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 Em . loNinent Eli -ibilitV. 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 limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all sub -consultants and sub -sub -consultants 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 0 Exhibit `A' 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 services under this Agreement upon thirty (30) calendar days' written notice to City only in the event of substantial failure by City to perform 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 result`$ 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. 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 in full for the services described in this Agreement, be furnished to and become the property of the City. 10 Exhibit `A' 27. Organization. Consultant shall assign Mark Hulett as Project Manager. The Project Manager shall not be removed from the Project or reassigned without the prior written consent of the City. 28. Limitation of A _,reement. 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 depositing the same in any United States Post Office, certified mail, return receipt requested, postage prepaid, addressed to the following addresses and shall be effective upon receipt thereof. CITY: City of San Bernardino Vanir Tower, 290 North D Street San Bernardino, CA 92401 Attn: Teri Ledoux Acting City Manager With Copy To: City of San Bernardino Vanir Tower, 290 North D Street San Bernardino, CA 92401 Attn: City Attorney CONSULTANT: Hilltop Geotechnical Incorporated 786 S. Gifford Avenue San Bernardino, Ca 92408 Attn- Mark Hulett 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 equ:il 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 employment, upgrading, demotion, transfer, recnutment 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 void. 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 11 Exhrbit `A' 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 aniend this Agreement- 39. gree nex ent. 39. City's Right to EmVloy Other Consultants. City reserves its right to employ other consultants, including engineers, in connection with this Project or other projects. 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 tern 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 andcipated 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. l2 Exhibit `A' 42. Authorit - 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. [SIGNATURES ON FOLLO%ING PAGE] 13 Exhibit `A' SIGNATURE PAGE FOR PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF SAN BERNARD17NO AND HILLTOP GEOTECM10CAL INCORPORATED IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above. CITY OF SAN BERNARDINO Approved By: Teri Ledoux Acting City Manager Approved as to Form: ""Approved Form"" Gary D. Saenz City Attorney Attested By: , Georgeann H�ina, CMC City Clerk 14 CONSULTANT Signature Mark Hulett Name President Title Exhibit `A EXHIBIT A Scope of Services Schedule of Charges and Payments I Activity Schedule***] 15 r,eoruary 21, 2019 909-890-9079 City of San Bernardino Proposal P19027 Department of Public Works 600 North Arrowhead Avenue, Second Floor San Bernardino, CA 92401 Attention: Ms. Saba Enginer, F.E., Principal Engineer Subject: Proposal .f Provide As Needed, On -Call Investigation and Construction MaterW Testing Services for Various Capital ImprovementProgram "+ Piqects for theDepartment of Public WorkstEngineezing Division, of s Bernardino ict Reference= City of San Bernardino Department of Public Works, January 31, 2019, Request for Proposals OMT) to Provide As Needed, On -Call Geotechnical Znvestigation and Construction Material resting &rvie es far Various Capital Impzovement Program (00 P.roj sr Prepared by the Department offPubhc T' �arhslEhgineeringDiWaion, City oft&2n Bernardino. Hilltop Geotechnical, Inc. (HO wishes to thank yon for consideration of us to provide you with as needed, onn-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 Tequest for Proposal' it is our understanding that various types sof soils, concrete and asphalt testing will be required for various projects within the city. HG1 looks forward to provide professional services to you for your upCDming projects. If there are any questions after reviewing the enclosed information, P19027 February 21, 2019 Page 2 please do not hesitate to call the undersigned at (909) 590-9079, at your convenience. The opportunity to be of professional service to you is sincerely appreciated. Respectfully submitted, HILLTOP GBOTECMMAL, INC. w • t ,,., r _ - Mark Hulett President HILLTOP GEOTECHNICAL, LNC. P19027 February 21, 2019 Page 3 Cover Page .................... ..... .. ................. 1 TABLE OF CONTENTS 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 .... o ...... 19 ProposedCost .............................................. 19 Statement of Commitment ..................... I ............. 20 Appendix: Attachment A Project Experience Laboratory Certifications Attachment S Laboratory Certifications Attachment C Organizational Chart and Resumes Attachment D Acknowledgment of Addenda Attachment E Contact Information HILLTOP GEOTECHNICAL, INC. P19027 February 21, 2019 Page 4 HG1, a California Corporation, is a qualified geotechnical / geologic consulting firm and materials testing laboratory. Originated initially in 1992, our Main Office and Fill Service Laboratory is located in the City of San Bernardino., just 2.9 miles from the City of San Bernardino, Public Works Departments Offices. HG1 has a variety of employees consisting of geologists, engineers, inspectors, soil, and concrete field technicians, laboratory technicians, and office staff HG1 currently provides geotechnical / geologic and materials testing services to numerous governmental agencies (including a current on-call contrazt with the City of San _ Bernardinds 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. HGI has current on-call contract with the City cd Ban Be o's Department of Public Works/Engineering and also enjoyed working with the City of San Bernardino -Public Works/Engineering Department, as one of your On -Call Geotechnical Consultants between 2000 and 2012. We are looping forward to continuing to provide our services to the City with this newest proposal opportunity. HG1 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. HG1 is a State of California "Qualified Laboratory" by Caltrans. Currently participating inthe Cement and Concrete Reference Laboratory (CcwR Inspection Program, the CCRL Concrete Reference Sample Program, the AASHTO Material Reference Laboratory Laboratory Assessment Program, theAMIIL Coarse i M 1M__1_q1QrA P19027 February 21, 2019 Page 5 and Fine Aggregate Reference Sample Program, and the Caltrans Aggregate and Soil Reference Sample Program. Copies of our current certifications are attached in appendix B. HGI is affiliated with and/or have participated in a number of 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). HGI technicians/ICC Inspectors are well trained and are all currently certified in nuclear gauge testing for soil and asphalt testing services, as well as ACl/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, and paving operations, 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. HGI is Certified as a local "SBE" or "Small Business Enterprise" by the State of C ornia-DGS; our reference number is #16652. HGI carries Workers Compensation insurance, General Liability insurance, Automotive Liability insurance, and Professional Liability insurance (Errors and Omissions) for all of our projects. Certificates of Insurance can. be provided at your request. HGI is also currently registered with the Department of Industrial Relations, DIR registration number 1000011968. HGI complies and pays Prevailing Wages in accordance with California Labor Code § 1720 et. Seq. HGI requests that prior to initiation of services, a DIR Project ID Number be provided for projects which axe required to be reported to the California Department of Industrial Relations. It is understood that the bid date used for this proposal is February 21, 2019. HILLTOP GEOTECHNICAL, INC. P19027 February 21, 2015 Page b SCOPE OF SERVICES is HGP$ understanding that in general, our services will consist of • Taking preliminary soils samples and analyzing them to determine properties of the material in order to determine the soil characteristics. • 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. HGI also understands that: • The majority 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 andinsure that techniques used by the contractor are achieving specified results. • These services will be provided on an on-call basis. HQ.LTOP GEOTECHNICAU INC. P19027 February 21, 2919 Page 7 That unit prices will include all travel time, test methods and procedures, equipment, written reports, copies, clerical support, all staff time as a fixed unit rats;. • That the City does not does not guarantee the numbor of tests or test sites per visit. HGI understands that it can not request or set limits on the number of tests or test sites per visit. • HGI understands and will comply with the requirement for response time from Mrs office tour office is located less than 3 miles from the City offices) to the work site (travel time) shall not exceed ail minutes. • HG1 also understands that stand by time will be at the Cities request in advance, and the maximum standby time wi]d be limited to 39 minutes. SPECIFIC SERVICES LES) For upcoming projects, we anticipate using our present laboratory facilities at 766 South Gifford Avenue, in the City of San Bernardino. Qzw eld tea�ciens wM he able to fag nd within 3ZQ minutes to p& -form the .x . uimd teems' and oh8ervaas requested by the City of San Bernardino or their authorized representative, however we request that a 24 hour notice be given whenever possible. Detailed services for soil., asphalt and concrete are presented below, specific project experience is attached in the appendix. Soil Testim Primary serv=ices are anticipated to consist of compaction testing., This testing will be conducted by using either a nuclear gauge and/or sand coxae 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 llta.,LTOP GEOTECHNICA4INC. P19027 February 21, 2019 Page g 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 inspectors 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. 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. 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, HILLTOP O1i'OTECHAIICAL. ENC. P19027 February 21, 269 Page 9 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 2019 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 Mrs 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 teams 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. HGI 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. HGI proposes the following key staff members for the services requested in your RFP`.` EDUCATION California State University, Los Angeles, ]B.S., Geology 1982 Pasadena City College, Pasadena A.A., Physical Science, 1979 University of California, Riverside Hazardous Materials Management Program Principles of Hazardous Materials Management HILLTOP GEOTECEMCAL. INC. P19027 February 21,2©19 Page 10 PROFESSIONAL REGISTRATIONS Professional Geologist, California, RG 4800, CA - Certified Engineering Geologist, California, EG 1623, CA. CERTIFICATES Seismic Hazard Analysis Guidelines for Analyzing & Viitigating Landslides Engineer In Training, California Health and Safety for Hazardous Waste Workers (40 -Hr OSHA Training) Hazmat Chemical Identification System Groundwater Monitoring Well Installation Nuclear Density Gauge PRINCIPAL Mr. Hulett has more than 34 years of experience in the engineering geology and geotechnical industry. During this time he has obtained a strong background in geologic and geophysical investigations. This experience has been invaluable for many types ofprojects including residential, commercial and industrial structures, on both flatland and hillside properties. Mr. Hulett has also performed distress investigations for residential andcommercial development and site evaluations for storage tanks, small dam sites, pipelines and public works projects. His diverse experience also includes conducting and overseeing field mapping, subsurface investigations, hazardous waste assessments, fault studies, groundwater iinvestigation% percolation studies, rippability studies, aggregate studies, mining feasibility studies, landslide investigations and litigation. Mr. Hulett is often involved with overall job and/or agency coordination. Mr. Hulett is the President and Principle Geologist and responsible for the overall management and operations of the company. Mr. Hulett's participation will include= • 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 be in attendance at all requested meetings. IIO.LTOP GEOTECHNICAL, INC. P19027 February 21, 2019 Page 11 ALAIff"NOOR MY, M.S., P.E., G.E. PROJECT SFMOE GEOTECMUCAL ENGNEEER EDUCATION M.S., Civil Engineering, Special emphasis in Geotechnical Engineering, California State Poiytechnical University, Pomona California. S.S., Civil Engineering, University of California, Irvine. PROFESSIONAL REGISTRATIONS Civil Engineer, C77901 Geotechnical Engineer, GE, 3085, CA CERTIFICATES Qualified SWPP developer (QSD) Qualified SWPP practitioner (QSP) PRINCIPAL Mr. Noorzay has more than 13 years experience in geotechnical engineering and construction materials quality control. His service as staff engineer, project manager, senior engineer, and engineering office manager has provided him with a high degree of technical experience, and effective administration experience and managing projects and technical personnel. Mr. Noorzay has been involved with the geotechnical engineering aspect of many diverse projects. His experience covers a varied range including, highways, parking lots, bridge structures, airport runways, high rise buildings, commercial, industrial, and also single family residential structures. Light industrial experience includes storage tanks, silos, earth dams and embankments, stream channels,. storm drains, sewer lines, and tunnels. Mr. Noorzay is also experienced in the testing and design of percolation, sewage disposal and subsurface dewatering systems. These projects incorporated various typesof deep and shallow foundation systems, overexcavation and fill placement, excavation shoring, cut and fill slope stabilities, and pavement design. He is also experienced in testing and quality control of construction materials including soils, concrete, hot mix asphaltic (IFMA} concrete, and structural steel. Noorzay's participation will include; HILLTOP GEOTECHNICAL, INC. P19027 February 21, 2019 Page 12 • Being responsible for the work output. • Being responsible for correspondence. • Reviewing all work performed by field and laboratory personnel. • Answering RFPs. • Writing and/or reviewing geotechnical reports and specifications. • Being available to be in attendance at all requested meetings. I► • • r VNIK EDUCATION San Bernardino Valley College- Various Course Work REGISTRATIONS CPN/Troxler Nuclear Gauge Certification Radiation Safety Officer ACI Certified Field Technician i ACI Certified Trainer ICC Reinforced Concrete, Structural Masonry and Soils PRINCIPAL Mr. Carrillo has over 33 years experience in soils and materials testing for various types of projects. As a supervisor, Mr. Carrillo is responsible for providing overview of construction inspection of soil and concrete on public works projects, residential, commercial, and industrial 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 and asphalt concrete inspection and testing with air meter, slump test, casting cylinders and unit weight. He has been a field supervisor/project manager for over 15 years. Mr. Carrillds participation will include= • Being the central point of contact for our projects. • Being the scheduling/emergency contact for our projects. • Providing supervision/direction to our field inspectors. • Training field personnel. HILLTOP GEOTECHNICAL, INC. P19027 February 21, 2019 Page 13 • Scheduling and coordinating all matters pertaining to requested work for the project. • 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 be in attendance at all requested meetings. EDUCATION Chaffey College - Various Course work. Rancho Cucamonga, CA, 1978. San Bernardino Valley College- Various Course work San Bernardino, CA, 1986. CERTIFICATES Concrete Field Testing Technician I Concrete Laboratory Testing Technician Nuclear Gauge Operator Certificate ASTM Certified C29, C31, C39, C40, 0117, C127, 0128, 0136, C138, 0143, C172, C173, C231, C566, C617, C702, C1064, 01231, and D75. CALTRANS Certified= CTIbI's 105,125, 125AC,125AGG,125PCC, 201, 202, 216, 217, 226, 227, 231, 301, 304, 308, 366, 382, 504, 518, 521, 533, 539, 540, 543, 556, and 557. PRINCIPAL EXPERIENCE Aft. Beath has more than 14 years of experience in geotechnical testing and construction materials quality control. His service as (laboratory Manager has provided him with a high degree of technical experience, and effective administration experience while managing tasks and technical personnel. HILLTOP GEOTECHNICAL, INC. P19027 February 21, 2019 Page 14 Mr. Beath has been involved with the geotechnical 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 methods. All laboratory testing is primarily related to soil, aggregate, concrete and asphalt materials. Mr. Beath also maintains the applicable accreditations for the HGI laboratory through participation in the Proficiency Sample Programs (PSP's) of both AMRL and CCRL, in addition to the RSP for Caltrans. Mr. Beath's participation will include: • 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 be in attendance at all requested meetings. Our Tema 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 confidant 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 z rovided as,necesa.ary . An Organization Chart and Key member resumes are attached in appendix C. Current Caltrans certifications showing the qualifications of each technicianhnspector 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. HGI has reviewed the "On -Call Geotechnical Investigation and Construction Material Testing Services" documents and selected personnel based on the required MXTOP GEOTECIDOCAL, INC. P19027 February 21, 2019 Page 15 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 Forks Department. The principal in charge, dark .Hulett will conduct regularly scheduled staff meetings to insure 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 Warks Department informed about project progress and deadlines. HCI currently provides geotecbmical / 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 mater 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 oux services on-time and within the project budget, please feel free to contact them and ask about us. 110119M . [VAIMM i 9tvZZ , HGI has maintained a multiyear annual contract to provide on-call geotechnical, environmental, and materials testing and inspection services to support various design and construction projects throughout the Coimty. Since 2006, HGI has provided responsive and efficient services on a variety of geotechnical and environmental investigation services anal materials testing semic:es for various projects, such as the Fairmount Park Boat Ramp Project; Reid 1 a-rh Addition Project, RenclCommunity Center and Gymnasium Project, Mount Rubidoux P .trk Emergency Road Repair Project, Hunt Park Community Pool and Stake Park Project, and the Ysmael Vfllegas Community Center and Soccer Field Project, STOP GEOTECHNICAL, INC P19027 February 21, 2019 Page 16 City of Riverside Principal Park Planner= Mr. Randy Mcdaniel Parks and Recreation Department Phone= 951-826-2006 6927 Magnolia Avenue Riverside, CA 92506 .......................... Rmedaniel@riverside.gov CITY OF MORENO VALLEY ON CALL MATERIAL TESTING .AND INSPECTION SERVICES HGI 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, HGI 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. Baf' City of Moreno Valley Senior Engineer, P.E.= Ms. Margery Lazarus, P.E. 14177 Frederick Street Phone= 951-413-3133 Moreno Valley, CA 92553 margeryl@moval.org HGI 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, HGI has provided the City with responsive and efficient services on a variety of geotechnical services and materials testing services forvarious }projects such as the Lorna Linda Library Addition Project, Loma Linda Senior Center Project, Temporary Fire Station Project, Anderson Street Emergency Repairs Project, P19027 February 21, 2019 Page 1; 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 Dater Line Replacement Project. Reference. City of Loma Linda City Engineer= Jarb Thaipejr 25541 Barton Road Phone= (909) 799-4401 Loma Linda, CA 92354 jthaipejr@lomalinda-ca.gov CLIENT= PULTE HOMES OF SOUTHERN CALIFORNIA AGI 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. HGI 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 ... ....... .................. Bob.paradise@pulte.com EOILLTOP GEOTECHNICAL, INC. P19027 Februan, 21. 2019 Page 18 STAFF AVAILABMY HGI will employ the critical path.project management approach for this project. This method allows HG1 to focus on the key tasks and the time frame by which tasks need to be completed in order to assure that the project budget. and time goals are kept. HGI'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 HGTs 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-CONSULT"TS) 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 HGI and any unusual items of expense not customarily incurred in our normal operations will be charged at cost plus 15 percent. Any necessary "Outside Services" to be negotiated in advance of provisioning. STATEMENT OF LOCAL PREFERENCE HGI is a San Bernardino based consulting firm. Our permanent business address is at 786 South Gifford Avenue, San Bernardino, CA 92408. Our City of 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. ML,TOP GEOTECi3WAi., INC. P19027 February 21, 2019 Page 19 ITEMS, ACTIONS OR INFORMATION TO BE PROVIDED BY THE CITY HGI 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 HGI to file prevailing wage payroll documentation. A copy of the approved plans and specifications for projects where they are applicable. PROPOSED COSTS Costs for each task is itemized on your `Price Form' and included under separate cover (per Addendum 1). 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 ofthe 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. A signed Acknowledgment of Addenda is attached in appendix D. HILLTOP GEOTECHNICAL, INC. P19027 February 21, 2019 Page 20 OUR COMU MENT HGFs staff will be respectful of the general public, the contractors performing the work, and the staff of the City of San Bernardino Public Works Department. HGI will not take scheduling requests, perform any work, or give any recommendations verbal or written to any parties not authorized by the City of San Bernardino Public Works Department. Test results will be presented at the end of each work day to the City of San Bernardino Public Works Department, any non-compliance items will be immediately reported to the City of San Bernardino Public Works Department. Additionally, HGFs personnel will always wear appropriate safety gear and are subject to random drug testing. HGPs core value of providing our clients with innovative professionals who provide cost effective solutions in a timely and responsible way has allowed us to develop and maintain positive working relationships with our clients. We look forward to providing the City of San Bernardino Public Works Department the services requested in your RFP. We have read the "Draft Agreement" for On -Call Geotechnical Investigation and Construction Material Testing. We find no exceptions, and we will execute the Agreement, if offered a contract by the City. HGI requests that this document be incorporated into such a contract. Hilltop Geotechnical, Inc. looks forward continuing to providing professional services the City of San Bernardino Public Works Department. Respectfully submitted, HILLTOP GEOTECBMCAL, INC. HILLTOP GEOTECMICAL, INC. Tmj Tor cFoTrrn%,ic.Ai, iNr. Project Experience HILLTOP GEOTECWUCAL, INC. HfGJ has extensive experience which is similar to the services requested in your RFP. We currently have Public Works annual contracts with many municipalities including: Eastern Municipal Water (2017 to cuz=O • City of Riverside Parks and Recreation Department (2007 to current) current)City of Riverside Pubhc Ubhbes Department WN to current) CiW of Redlands (2003 to City of r,/; li,, (2012 to current) City of Moreno Valley (2012 to current) City of x: (2012 to San Bernardino Public W a`t.i rt Department(2016 to current) City ofR vide Public Works Department (2005 to 2012) t �. f +i '. 71 i. i a• t{ •'� i 71ST f t � � F f'. U { r: r. z r a ti -r a Distria (200 2-2006) HGI has provided materW testing and geotechnical services for both large and small public works projects throughout its history, such as: State of Californiao IOU State Park This $8 bfillion project, consisted of 2.2 miles of roadway construction, segmented retaining was, soil nail walls, bridge construction, caissons, stabilization fills, dewateringlsoil stabilization, arch culverts, reinforced concrete, and asphaltic concrete inspection as well as the construction of shade shelters, restrooms and storage facilities. Southern CBMOrnia Edison Devers Palo Verde Thmmnissim Line 2 PmecL This 400 (plus) NiiLlion project is a 250 mile long tran4mission line project involved various grading of sites for the ` future 500Kv to be built parallel to an existing line through the Arizona and _ California deserts. This vast space' presenter) challenges that were unique to each tower site_ HGI provided A'� qualified experienced technicians and :: ; •, ` inspectors that were able to communicate and implement the project requirements to all parties. City of 'de h1agnolin Avenue Grade Separation. This $42.7 Million project consisted creating a new reinforced concrete train bridge while lowering Magnolia Avenue to pass underneath it. This train route is a ' critical piece to moving both passengers and freight throughout the area and could not be shut down. As one of the city's busiest streets and main route for emergency vehicles Magnolia Avenue , could not be closed during construction. This challenge required the observation and testing of temporary structures while permanent structures were built. I-IOI performed observation and testing on items including reinforced concrete, grading, bare pits, and. asphalt. County of San Bernardino loe Cam Channel Invert Repair. This $5 Million project consisted of aggregate source testing followed by field testing on concrete placed for the channel invert located in the City of San Bernardino. Over 14,000 cubic yards of reinforced concrete was placed, with batch plant inspections and aggregate sampling performed on a daily basis. Once samples were collected concrete testing was performed on site, with the client informed of any and all discrepancies that may have been found. Multiple trips were made throughout the day between the batch plant and job - site to maintain quality. HOI .Laboratory performed lab testing on materials as required, with results immediately sent to the client both verbally and physically. City of HigblwA Highland Forme Station #1. This $8 Million project is two buildings totaling 31,188 SF, with 1 and 2 stagy LEER Silver certified structures on 4.5 acres in the a: City of Highland. ICI performed the preliminary soils investigation and all special inspections for this project. As an •� essential service building, this project was' -i-* designed to withstand significant events and remain fully operational at all times. The County of San Bernardino has designated the station as the primary Emergency Operations Command Center for regional disasters. This required the use of superior building materials toJr 3 ensure the integrity of the building while IJi maintaining LEED accreditation. From design to final reports, ICI':,, team worked together with our client to successfully complete the project. City of Moreno vaws Eitc a Street Mectricai Substation and Swibchyard, Project, Moreno Valley CA. (Completed in January, 2018), this project included ICC Soil Inspections during mass grading and post grading ICC Structural Masonry, Reinforced Concrete and Structural Bolting/Welding Inspections during the construction of math the City and Edison substations. San Bernardino Mu+capal Water Depariment[ls Retrofit of Rax Expansion. 'ect Test Wells into Produchon Wells Project, Colton, CA. (Completed in November 2017). This Project required ICC Deputy Inspection of large diameter transmission pipe, reinforced concrete inspection of the newly constructed diversion outlet structure and ICC Structural Masonry, Structural Welding and Bolting, and Reinforced Concrete placement for the new power management building.. City of Redlands - 2016 Citywide CD' Water Main eject, Redlands, CaHkrnia. (Completeed. June 201.6). This project included field observations, and in-place density testing of trench backfill, street sub -grade, aggregate base and asphaltic concrete on various streets throughout the City of Redlands. • City of Riverside Parks and Recreation Department's Fairmount Park Boat Ramp Project, Riverside CA. (Completed in May 2017). This project required site observation and testing during the grading of the new floating boat ramp and inspection of the drilled piles. • County of San Bernardinol 303 Parldng Structure Project (Completed July 2015). For this project HGI provided grading observations and soil testing, materials testing and ICC Inspection for the new 2 story prestressed district attorney's parking garage. • Cherry Valley Beaumont Water District - Recharge Facilities/Community Park Phase 11(Completed July 2013). This project included field observations for site grading of three retention basins, soil and aggregate base relative compaction testing, Hot lbiix Asphalt (HMA) concrete testing, by representatives of HG1 during the construction operations for the subject project. Attachment B Laboratory Certifications HILLTOP GEOTECHIV'ICAL, LiC. Cacs srxreIa..mOirrAMMAcENCt mrarrr a atumrr..e....,, DEPARTMENT OF TRANSPO RTATION DIVISIOM OF FNOIIIEERNG SERVICES MATERIALS EN(;FNEERM TUM0 SERVICES AND GE07ECHWCAL SERVICES 94DEPENDENTASSURAMEANDREFERFNCESAWLE PROGRAM BUNCH TRANSPORPdTrOLYl MMUTORFbt43 R-im-F-d JW FVIMMBLM sr-ovdi-a,' E -MAL• tw=_vcq fdw saw PHONE )916)247-1911 Stttttts: M COMPLUNCE LabWAWYRSFN0. 31i DATE: swof8 Name of Laboratory: HILLTOP GEOTECHMCAL, INC - Laboratory Location: 786 South Gdfford Ave.. San Bernardino, CA 92408 Telephone Numbw Area Code: 909.890.9079 Farr. - 909.890 9055 Name and Title of Kevin Beath, Lab Mana: er - kbeath zha eotech.com Person in Charge To whom ft may corlcem, The fdlowing doamm* wore reviewed in conwhme do requirement pursuant to ngLvst forkboralmy cerfifketion to iJte skvxbrds Cama Department of Transpod#ation, O1fe of Materials Eagineengg and Testi Services, Office of Roadway Matenats Testing rrEUNO eeSCRO" r I YowisbwAorium kgxclad on Mamh Oft 2018 2 CLA14-0e0ed 3 Fsolly Safety Manual - Chod ad 4 LPM 3 LOCM - Checkard 5 Caltrans Test Pmco&aes M mud- Checked 6 Calbtam Laboralmy Satiety Mwual - Checked 7 >CellbmUen Ooaenertt • Cksckeri 8 Tmrft AMdm is - Checked 9 RSP Pend - Charly. sae cemwmdt b&%w 14 Nudear Gauge Ucwdw - Cbeck! Lfceruall'3BTi 414 Exp. 22V2922 IffNAtD DESCROWTM 7 Please update RSP %O new b&Wataty manager: Mr. Sund==w try Sdrajan toCdkzns Relerm= Sample Praq=Qftics.9ev 2 You may &*a lateut cert on Camay s web3ft at hQysllsis.dOLc&aoyl 093 3/812018 zgq !A --- - IA Na RATE Seree Yer fal. PE, serep—mjaWdoLcagov ISG s10wNh.Gw=w DEPARTMENT OF TRANSPORTATION DIVISIONOF EN024MM SERVICES MATERIALS EWI NEERM TEWIM SERVICES AND GEOTECHNICAL SERVICES MEPENDENT ASSURANCE AND REFERENCE SAMPLE PROGRAM BR.AMCH TdLOSPORTAMYLABORATORY--ALBS riayxr rpwtr SW FOLSOMBLVD_ E MAR., <—_j dzi -40v:' PELONE (916)2471911 5mtas: APPRDVM yirj LelmratwyRSPNo. 311 __. DATE: 34vms Name of Laboratory: HILLTOP GEOTECHNICAL, INC. .. Laboratory Location: 788 South Orif ford Ave., San Bernardino, CA 92448 Telephone Number. Arora Coda. 909.890.9079 �Fax: 909.894.9495 _ Name and Title of Kevin Beath, Lab Manager • tAbeathgh� 9otechcom person In Charge: To whom U may commie, T1* h0oratary tesft appaMm were check for compliancO to Ute f00owft CTM 133 106 125 211 202 216 217 228 231 301 334 338 388 982 504 S18 521 338 539 $40 543 536 557 ffwN0. _ DESCR PTION LL 1 NAA rr�nro. DEsoH 1 Al equ[X of s are In woftg •n. _ ��yy a+�A 93^ 318120'18 —_ 71i"i C N /A AAA). � ,.-....-. DATE .s._..._�..... Sense Yenig PF- seree yerda*M cs.gov a nx�s r -a m � www saa.r W m ci x— r §22 ID , ��r.. a ¥ ! � \� a � 0 a Id .�W ��■ 0 « p n co M O � 4,02 � � � � � � � � � � � � � , ¥ \� � } « � , � 0 a Id .�W ��■ 0 « p n co M O � 4,02 � � � � � � � � � � � � � m c m E 0 Im to /c/� W u+o s V 0 •Y co co El 5 t0� O C3 :C C C3 c U U IL 7E cD IL m 0 ®, c v o co = c vp -w r r it 3, Cl vp 3, C Sr vp �: rry C i r3 93 r o rry .- �I a i log C 0 Cf Ce t, C it tcc o jtj q IFT x i �_ 1 IL u co V5 1. wf0 ppn G HILLTOP GEOTECHNICAL, INC. Hilltop Geotechnical Inc.'s Project Team [ark Hulett President Principal {geologist CEG Project Manager Project dispatch 124 Hour Contact: Michael Carrillo I Senior Engineers and Geologists: Mark Hulett, RG CEG Maihan Hoorzay, M.S., P.E., G.E., QSD1QSP Office Support Staff. Administration Darn Hulett Office Support: SandSwanson Laboratcwy Manager: Other Geologists & Engineers: Kevin Beath Ashley Hulett, PG FLaty ; Richard George, CEGtory David Bailey FInspector/Techtilcian Team: ichael Carrillo - Field Supervisor HILLTOP GEOTECHNICAL San Bernardino Office HILLS CHNICAL0 INC. 7865. Gifford Avenue San Bernardino, California 92408 81jlld TeL, (9oM) Bo -9079 Fax (909) Boo -no m. hulet 0geotech coni ututidEg'm.rav!ME!'a a. MARK H1UL +"'1'T PG, CEG, PRESIDENT EDUCATION ■ California State University, Los Angdes, B.S., Geology IM ■ Pasadena City College, Pasadena A.A., Physical Science, 1079 It University of California, Riverside Hazardous Materials Management Program Principles of Hazardous Materials ManagemenL Analytical Chemistry REGISTILATION + Professional Geologist, CaFfornia 480.0 • Certified. Engineering Geologisk California 1623 PRINCIPAL EXPERIENCE Seismic Hazard Analysis s Guidelines for tp� J &- 11hig-a-ling. Landslides ■ Engineer In Training, Californ-, a. • Health and Safety for Hazardous Waste Workers (40 -Hr OSHATraining) ■ Hamat Chemical Identification System • Groundwater Monitoring Well Installation • Nuclear Dens* Gauge Over 33 years of experience in the engineering geology and geotechnical industry. During this time he has obtained a strong backgmund in geologic and geophysical investi atiaus_ `;:'bis experience has been invaluable for many types of projects including residential, commercial and industeial structures, on both flatland and biilside properties. Mr. Hulett has also performed distress investigations for residential and comxnercial development; and site evaluations for stv-y-rage tanks, small dam sites, pipelines and public works projects. His diverse experience also includes conducting and overseeing field mapping, subsurface investigations, hazardous waste assesements, fault studies, groundwater investigations, percolation studies, rippability studies, aggregate studies, mining feasibility studies, and landslide investigations. Mr. Hulett is often. involved with overall job and/or agency coordination. Mr. Hulett has responsibility for the overall management, administration, and operation of the Corporation as well as the Geology and Environmental Divisions for the Corporation. Duties include professional client development, proposal preparation, report preparation and review. the scheduling and direction of field operations relating to geologic and environmental investigations. HILLTOP GEOTECBMCAL, INC. MARK H 7T PG, CEG, PRESIDEN"r Pao; 2 PROJECT EXPERIENCE i:..�=ZQ=ZQQ=&M. Geotechnical Experience • Geologic analysis, groundwater study, rippability evaluation and construction monitoring sentvices for a large residential development, Summit Pointe, Riverside, California. • Geotechnical investigation, project maaagement and' construction monitoring services for numerous master planned residential developments. ffi Project management, construction monitoring and infiltrometer Testing for hydrologic conductivity of fill materials, Victorville Landfill, San Bamardino County. California. • Geologic field and construction monitoring services for a targe commercial development "Rancho California Business Parr, Rancho California, California. • Geotechnical Evaluation and liquefaction analysis for a 50 acre commercial de'velopment, Colton, CaEfornia. • Geotechnical feasibility study for a 20 square mile residentiallcommercial development, Searles Manch, Hemel, California. ffi Geotechnical feasibility study for a 5,000 acre development in Bcauniont, California. ■ Geotechnical feasibility study for on-site retention basins, Las Flores Ranch, Apple ualky area. San Bernardino County, California. ® Geotechnical investigation and construction monitoring for the Days ku Hotel, Riverside, California -Geotechnical investigation and construction monitoring service for the Tomas Rivers Elementary School and Amelia Eaihart Middle ScbooL • Groundwater monitoring and seismic monitoring for the New bake Arrowhead Data, Lake Arrowhead, California. • Geotechnical investigation for the Crestline Elementary School and LAE Middle School; Rim of the World School District, San Bernardino County, California. • Soil investigation, percolation studies, construction monitoring services and project management for a large retirement community inch4zg approximately 8,0€ 0 homes, three golf courses, trance recreation centers and associated mature, Del Webb Sun City, Palm Desert, California. • Site characterization, report. review and fief. exploration fog nraa er s litigaticii projects for plaiatffm and defense. HILLTOP GEOTECHNICAL, INC. MARK HULETr PG, CEG. PR.EMEN"r Ngti Fault Study Experience ■ Fault evaluation and project feasibrility analysis along a complex area of the San Andreas Fault system for a 2,800 acre development in Coachella, geologic mapping, aerial photo analysis, geomorphic analysis and 5,000+ feet of subsurface trenching. • Fault Study, trench tagging and analysis for a large residential development in tine Desert Haven area of the Coachella valley. • Geologic mapping, trench logging and analysis Sox a 600 -acre residential development within the Cucamonga Fault Zone, Etiwanda area, San Bernardino County, California. • Fault evaluation along the San Andreas Fault and seismic induced landslide investigation for a residential development in Highland, San Bernardino County, California. ■ Specific site evaluation of numerous residences subsequent to the 1994 Northridge Earthquake, Los Angeles County, California ■ Fault evaluation along the San Jacinto Fault utilizing seismic refraction and magnetometer methods in the Lytle C cek area, San Bernardino County, California. • Subsurface fault evaluation of the Banning Fault and seismic lateral spreading assessment of a 450 -acre hillside project in Loma Linda, San Bernardino County, California. ■ Subsurface fault investigation including geologic mapping, aerial photo interpretation, trench logging, and seismic refraction analysis along the Sdu Jacinto Fault for a large commercial development Sycamore Flats area, San Bernardino County, California. ■ Numerous fault investigations along the Pinto Mountain fault, Tsvnty-nine Palms and Yucca Valley, San Bcsrtardino County, California.. • other subsurface fault studies in Riverside, San Bernardino and Los Angeles Counties along the San Andreas, Mission Creek, Banning, Casa Lorna, Rech Canyon, San Jacinto, Sierra Madre and other faults within Southern California Mining Experience • Resource evaluation, geologic mapping. for a large sand and ,7,nwei operation in the Temescal Canyon area of Riverside County. • Geologic mapping and slope stability evaluation for open pit clay mine in the Framer Park area. Site evaluation and E1R preparation related to a 550 -arae site for a large concrete aggregate producer including geologic snapping, mineral identification, subsurface exploration, slope stability evaluation, aggregate reserve calculation and aggregate quality, Solcdad Canyon, Los Angeles County, California. HILLTOP GEOTECHNICAL, INC. MARK HULBTr PG, CEG PRESIDENT Page 4 ■ Site evaluation mchxhng slope stability and blasting evaluations For project reclamation for an aggregate base and ri Kw operation, Soledad Canyon, Los Angeles County, California. ■ Material quality analysis, groundwater recharge evaluation and slope stability study for a large aggregate facility m Moorpa* Ventura County, Calif sans. ■ Slope stability evaluation and settling pond flow study considering static and seismic loading conditions, Azusa facility, Los Angeles County, California. ■ Aggregate quality and reserve evabaa"is for numerous potential aggregate sites in Southem California. ■ Petrographic analyses for numerous aggregate sites in California and Arizona. EnvimnmeaW Experience ■ Phase II investigation and monitoring well instillation of hydrocarbon fuel leaks with shallow growk1water impacts, Coachella, California. ■ Project management on numerous Phase I investigations, Riverside, San Bernardino, Orange and Los Angeles Counties. HILLTOP GEOTECENICA.L, INC. San Bernardino Ot'bcs 786 S. Gifford Avenue /AHILLTOF GEMIECHNICAL.3 lam. San Bernardino, California 92408 Built' On Tal.: (NO 83i1-80'79 Fax 00 s90-9066 Maihut Noo y, M.5., P.B., G.H. Project Engineer EDUCAMN B.S. Civil Engineering with specialization in Structural Engineering, University of CaR a rnia, Irvine, Caiaur zu. » M . Civil Engineering with specialization in Geotechnical Engineering, California State Polytechnic University, Pomona, California. •n'ony rm A ►ggrtAT0 A F.Tn 4 V'0rrT3i T(' A 7WO Civil Engineer, California C77901 Geotechnical Engineer, GE 3085 • Qualified SWPP Developer (QSD) Qualified SWFP Practitioner (QSP) PRINCIPAL EXPERIENCE Over 13 years of experience serving as an engineer. Performed engineer duties for projects including office buildings, skilled nursing facMties, hospital structures, roadway projects, bridge structures, freeway widening projects, parking structures, and landfills. Duties have included review of project plans and specifications to verify consistency with the soils report, review of daily field reports and laboratory test results to ensure that the project is being built to plans and specifications, and technical and budget oversight during comMict.ion. PROJECT EXPERIENCE • City of Hope, Clinical Research Umt, Duarte, (Project Engineer! Project Manager) • City of mope, Future Parking and Stonnwater Retention, Duarte, (P rojW ) • City of Hope, Fumes Administration Building, Duarte, (Project Engineer) • City of Hope, Duarte Outpatient Clinic (DOC) building, Duarte, (Project Engineer) City of Hope, DOC Parking Stere, Duarte, (Project Engineer) City of dope, Beckman Research Institute, Duarte, (Project Engineer) * City of Hobe, Future Research Expansion Building, Duarte, (Project Engineer) • City of hope:, Future Parking Structure, Duarte, (Project Engineer) • Bus Lane, E Street from I e Street to HiWaad Avenue, San Bernardino (Project Engineer) • Yucaipa Performing Arts Center, Yucaipa (Project Engineer) • Reservoir R-1 7.2, Yucaipa Valley Nater District (Project Engineer) • Six Solar sates, Colton, Colton Joint Unified School Distflet (Project Engineer) • Storm Drain Improvements at MARB, Moreno Valley, R&A Engineering (Project mow') • Skilled Nursing Facility, Jamin Avenue, Murrieta, Jackson Avenue Investments (Project Engineer) • Loma Linda University Substation Upgrade, Lorna Linda (Project Engineer) • Eaton Plant 0.6 million gallon reservoir, Barstow, Golden State Water Company (Project Engineer) • Hubbard Street Storm Drain Improvements, Moreno Valley, Parsons Brinkerhoff (Project Engineer) • Lewis Center for Educational Research Expansion Project, Apple Valley, Parsons Brinckerhoff (Project Engineer) • Romoiand MDP Line A, Stage 4 project located in Riverside County, California, Riverside County Flood Control and Water Conservation District (Project Engineer) • Nason Street Improvements, Moreno Valley (Project Engineer') • Solar Farre, Agua Mansa, Colton, Specialized Energy Solutions (Project Engineer) • Solar Farm, Walnut Street, San Berardino, Specialized Energy Solutions (Project Engineer) • CNG Station, Rialto USD (Project Engineer) • Lilac Distribution Center, Rialto, Space Center Mira Loma (Project Engineer) ■ DMV Building, Lancaster, The Magnon Companies (Project Engineer) • Cement Plant Reclamation, Callortland (Project Engineer/ Manager) • San Gabriel Treacle Project;, .Alameda Corridor East, Walsh Construction Company (Materials Vesting Manager) • Puente Hills Intermodal Facility, LA County Sanitation District (QA Manager) • Weedy Drive/101 Interchange, Thousand {talcs, AECOM (QA Manager) • West Leis Angeles College, Second Access Road, LACCD (Project Engineer --QC) • West Los Angeles College, Parking Structure #i;, LACCD (Field Project Engineer) • Slope Stability Analysis, Cascleil Apartments (Field/ Office Engineer) • Biola Parking Structure, La Mirada, CA, Biola University (Field Engineer/ QA/ QC Manager) • Myers Hall, La Mirada, CA, Biola University (Field Inspector/ Project Engineer) • Hilly Wright Landfill, Los Bafies, CA, BAS and Associates (Project Engineer) • T -Mobile Cell Site New Locations, Laguna Niguel, CA, T -Mobile (Project Engineer) • I--215 Widening, Murrieta Hot Springs to Scott Rd, Murrieta, CA, Southstar Engineering (QA Manager) n 1-215 Widening, Blaine St and Martin Liner ging Blvd in Riverside, CA, HDR (QA Manager) • H. Frank Dominguez Elementary School, SBCLiSD, San Bernardino, CA (QC Manager/ Project Engineer) • Pakuma School Campus and Playfields and Park, SBCUSD, San Bernardino, CA (QC Manager/ Project Engineer) • Lankmshim Elementary School- 2 story modular building and kindergarten building, Highland SBCUSD (Project Engineer) • Harmony Grove Village Parkway Bridge, RBF Consulting, Escondido, CA (QC Manager) • Citrus Reservoir East Branch Extension, East San Bernardino Ave and Opal Ave, Ames Construction (QC Manager) • Kaiser Permanente Projects (QC Manager): o Air Handler Unit 14 Replacement Project, Riverside Medical Center o Air Handler Unit 9 Replacement Project, Riverside Medical Center o Tech Dock, Ontario Medical Center o MOB H Privacy Wall, Moreno Valley Medical Center o Air Handler Units S2 and S3, Park Sierra/Riverside Medical Center o Medical Air System Replacement, Fontana Medical Center o MOB 3 Lobby Cosmetic Upgrade Package 2, Fontana Medical Center o Severe Water .Loss, Fontana Medical Center o KPNS Track 3, Fontana Medical Center o Podiatry Procedure Room Remodel, Riverside Medical Center o Replacement of the Air Handler Units #2 & #7, Corona Child Development Center o MOB 3 Ceilings & Casework, Park Sierra/ Riverside Medical Center **Additional projects, details and references available upon request San Bernardino Office 788 S. GiBnrd Avenge H�L.L.Top ; = �1I�iICAIy I°r C. SanBerna+dim, CaliB,rma 92408 B,! 1f1 LIr Tai: (909) 890-9099 Fax (909) 890.9068 AHCHAEL CILLO Project Manager EDUCATION • San Bernardino Valley College- Various course work. CERTIFICATES • CPNrl`tosler Nuclear Gauge Certification i ICC Reinforced Concrete/Structural 6 Radiation Safety Officer Matsonry/Soils ACI Certified Techakian .ASTM Certified C1064, C172, 0143, a ACI Certified Trainer C138, 0231, 0173 and 031 • Over 32 years of experience in soils and materials testing for various types of projects. As a supervisor, Mr. Carrailo is responsible for prodding overview of construction inspection of soil and concrete on school imnstruction projects, public works projects, and residential, commercial, and industrial 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 field supervisor ' r for over 15 years. PROJECT EXPERIENCE El Cerrito Interntetbate Sc her, Comma CA, — Provided grading and post grading inspection, of new intermediate school. Responsible for observation, and density testing during site grading, and post grading including verification of grading over excavation requirements, and sand c ometnuclear gauge density testing of controlled sills, trench bac iH and asphaltic concrete Ram of the World High Schod Modernization P*ect, Ike Atmwhead, CA. — Provided on- site inspections of soils, asphaltic concrete, stru ural masonry, remlbrced concrete and batch plant inspection. H LLTOP GEOTECINIICA ., INC. • Wooderest Elements School, W00derest, CA. - Provided grading and post grading inspection of new intermediate school_ Responsible for cbservs.tion and density teating during site grading, and post grading including verification of grading over excavation requirements, and sand conelnudear gauge density testing of controlled fills, trench backfill and asphaltic concrete, • Arlington High School Modernization Project. Riverside CA. — Provided grading and post grading inspection. Responsible for observation and density testing during site grading, and post grading including verificatiiDn of grading over excavation requirements, and sand cone/nuclear gauge density testing of controlled fills, trench backfill and asphaltic concrete. • Monterey Elementary School Preschool .Portable Project, San Bernardino CA,. - Provided Reinforced and Site Concrete field testing, Anchor Solt Testing, € units Observation & Vesting, Grout Observations & Testing, Mortar Observation and. Testing, Anchor Bait Testing. • Crestline Library, Crestline 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 conelnuclear gauge density testing of controlled .fills, trench backfill and asphaltic concrete. Additionally special inspections were performed on Reinforced Concrete and Structural Masonry Interstate 15 at Csialco Road, Comma, CA - Provided inspection, and performed quality assurance testing for soils, asphalt, concrete, batch plant as well as lab tasting for soils and aggregate samples for the construction of On/Off Ramps for the City of Corona under Caltrans jurisdiction;. • Orange Show Road Rehabilitation, San Bernardino, f - Performed quality assurance testing of checking grade, flow, joints, thrust blocks, and compaction.for surer and water pipelines, and soil subgrade, aggregate base, Finish grade, and asphaltic concrete paving and quality assurance gestin of asphaltic concrete on grade and batch plant inspection and the placement of geo grid and fabric. ■ Baseline Road RehabilRation, San Be o, CA - Performed quality assurance testing of checking grade, flow, joints, thrust blocks and compaction for sewer and water pipelines, and soil subgrade, aggregate lease, finish gnauto=, and aspWtic concrete paving and quality assurance testing of asphaltic concrete on grade and batch plant inspection and the. placement: of geo grid and fabric. HILLTOP G O'fECMUCAL, INC.. • 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. ■ Eagle Glen, City of Corona, CA - Performed quality assurance testing of checking grade, flow, joints, thrust blocks and compaction for �e�% er and water pipelines, and soil subgrade, aggregate base, finish grade, and asphaltic concrete paving and quality assurance testing of sops and paving_ ■ East Valley Water District, San Bernardino, CA - Soil technician services for various pipeline replacement projects, including pipe trench backfill compaction and concrete testing & asphaltic concrete testing. ■ Penis Boulevard Extension, Moreno Valley, 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. ■ East Highland Ranch, Highland, 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 for house slabs, grading, trench testing, and asphaltic concrete compaction testing. ■ Bear Valley Mall, Victor Valley, CA - Performed quality assurance testing of checking grade, flow, joints, thrust blacks, and compaction for sewer and water pipelines, and soil subgrade, aggregate base, finish grade, and asphaltic concrete paving. ■ Cooley Ranch, Colton, 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. ■ Sierra Del Ole, Corona, 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. HILLTOP GEOTECHNICAL, INC. • Del Webb, Indio, CA - Performed quality assurance testing of checking grade, flow, joints, thrust blocks, and compaction for sewer and water pipelines, and soil subD ade, aggregate base, finish grade and asphaltic concrete for house slabs, grading, trench testing, and asphaltic concrete compaction testing. ■ Eagle Point, Big Bear, CA - Performed quality assurance testing of checking grade, flow, joints, thrust blocks, and compaction for sewer and water pipelines, and soil sulVade, aggregate base, finish grade, and asphaltic concrete paving and quality assurance testing of soils and paving. • Paseo Del Sol, Temecula, CA - Performed grading observation and QA testing of soil -placed during rough grading (7 million cubic yards) and observation and testing of trench backfill. • Riverside AiQport Rehabilitation, Riverside, CA - Inspected and performed quality assurance testing of asphaltic concrete on grade and batch plant inspection. • Daggett Airport, Daggett, CA - Soils/Laboratory Technician - Inspected and performed quality assurance testing of asphaltic concrete on grade and batch plant inspection. ■ Pier 1 Warehouse, Mira Longa, CA - Provided soils quality assurance testing of structural backfill for 750,00U-sgf warehouse building. ■ Shadow Hills, Indiq CA - Performed supervision for grading technicians and material inspectors for post tension concrete placement. • Talavera, Indio, CA - Performed supervision for grading technicians and material inspectors far post tension concrete placement. HELL.TOP GEOTECuMcAL, INC. San Bernwlna Office HU 786 S. Gifford Avenue .TOP I IC,�I , INC San Bernardino, Cahforaia 92408 On Tel.- W9) 890-9079 Fax (Wq) 890-90115 • t • EDUCATION • Chaf%&y College - Various Course work. Rancho Cucamonga, Ca, 1978 • Sao Bernardino VaRey College- Various Course work San Bernardino, Ca. 1986 CERTIFICATES ... - � n+a: ��`a '°.a�` - �'p',F� "" �.> "� = `ter. - �:� e:� � � -' z -. -�`"•--+.,-...:..� ... = _.-::.�as�-}� • Concrete Field Testing Teehnidan, ,,. ASTM Certified 029, C31, C3g, C40, C117, - AM#100822, 7116/2021 • Concrete Laboratory Testing Technician, ACM100822, 211112017 • Nuclear (fangs Training Class, June, 2004 0127, CUB, 0136, 0138, 0141 C172, C173, C231,C568, C6177, C702, 01064, C1231, D75 • CALTHANS Certified CTWs 105, 125AC, 125AGG, 125PCC, 201, 202, 216, 217, M 227, 301,, 304, 308, 366, 382, 604, 518, 521, 633, 639, W, 643,666 & 65" PRINCIPAL EXPERTRIMCE 1 15au1 ' ur- »+..�..w, `"�"'dlLs'"C-� 1" I"r"dTis"f"RSiiCI Over 17 pears of experience in geotechnical testing and construetaon materials qua-u.s control. Iiia service as Laboratory Manager has provided him with a high degree of technical experience, and effective administration experience while managing tasks and technical -personnel. Mr. Beath has also acted as a Field Technician when called upon fvr the company's needs. Mr. Beath has been involved with the geotechnical testing aspect of many diverse projects. His experience of testing covers a varied range including A.S.T.M., A.A.a.T.li.0 and Caltrans testing methods. All laboratory testing is primarily related to soil, aggregate, concrete and asphalt materials. Light Field Tedi experience includes compaction testmg of curb and gutters, sewer backfill and paving materials. Mr. Beath also has experience in concrete field inspection work, suzh as fabrication of cylinder, testing of alurap, air content and unit weight of P.C.C. X ` r Page 2 PROJECT EXPERIENCE 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 bath field and laboratory testing an this project. Compaction testing, fabrication of concrete test, and soils chemical testing were conducted for the project. Goth ASTM and CALTRANS laboratory testing) Dreacea, Street Improvement, Moreno Valley, CA - Provided concrete innection service and fabrication of test cylinder for sidewalk and cu lbs. Also laboratory testing of asphalt used on site. ■ KZ Holding, 7-1I, Logooia Avenue, Redlands, CA - Provided concrete inspection services and fabrication of test cylinders for footings, floor slab and sidewalks Universal 'Nass, Fontana; CA - Provided aspbalt hispection services and compaction testing. Also provided laboratory testing services for asphalt sample obtained from the project, 1-10 at California Street, Street improvement, Redlaads, CA - Provided batch plant inspection for concrete trucks loaded for the project site. • Orange at Boulder Avenue, Street Improvement, Highland, CA - Provided concrete inspection services and fabrication of test cylinder for light st mdards. • Riverside Und lead School Distr%t, Rlverside, C 4 -Provided laboratory testing support services for Si- egxmon 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 @a, Optimum Moisture, Expansion Index Sieve Analysis, Ring Density, Moisture Content, Sand Ecpnwlesrt, Sulfate, Chloride, Resistivity, PH, Combdation, and Plasticity Index. n Shadow Hills, Palm Desert, CA -Provided laboratory testing support services for HGI's Preliminary Investigation and on-golog production. Labomtory testing including but not limited to Maximum Density (ASTM & Caltrans), Ring Density, Sieve Analysis, E ension Index, Consolidation, Plasticity Index, Snio Equivalent, Chemical Testing, R-Valuc, also Compressive Strength of Concrete Cylinders, Grout Prisms and Mortar Cylinder. • Talavera by D.R. Horton, Indio, CA -Provided laboratory testing support saw for 1101's Preliminary Investigation and on-going production of a rerida AW community. Laboratory testing including but not limited to, Max. Density, Ring Density, Chunk Density, Moisture Cafftet N ]Expansion Index, Sand Equivalent, Consolidation, Sulfate, Chemical testing for corrosive sods, Plasticity Index, Sieve Analysis, HILLTOP GEOTE-C CA., INC. Page 3 Soil Classification, DirecdRemolded Shears, R Values and Compressive Strength Testing of Concrete, Grout and Mortar test specimens ■ Rancho Summit, Pulte Homes at Rancho Cucamouga, CA -Provided laboratory testing support services for HGI'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 HGI's geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $6.4 million expansion and remodel pmject for the County of San Bernardino A & E department ■ Highland Library and Learning Center - Provided laboratory testing support services including limited gwWchnical studies, project management, geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a 312A million construction of a new 32,000 sq. ft. fibraryproject for the City of Highland, CA • Crestline ][Abrary-Provided laboratory testing support services for HGI's geotechnical ming and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $5A million construction of a new library project for the County of San Bernardino A & E department ■ Highland Police Station -Provided geotechnical services including limited geotechnical studies, project management, geotecimical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a S8 mullion construction of a 2 buildin& 4.5 acre, 36,000 total sq. fi. Leed certified police complex project for the City of Highland, CA. • Nets Fire Station #lo-PreYi& i 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 HGI's geotechnical engineering and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for a $526 million construction of a 15,7745 Sq Ft building, 13.7 acre, comnumity center and Gymnasium for the City of Riverside's Park & Recreation department. • Victorville Court House - Provided laboratory testing support services for HGI's geotechnical engineering, and Special Inspection, Compaction testing of soils and laboratory quality assurance testing services for the County of San Bernardino. HILLTOP OEOTECEMCAL, INC. Attachment D IULLTOP GEOTECMUCA4 INC. PROPOSER'S CERTIFICATION AND ACKNOWLEDGMENT OF ADDENDA FOR GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES The undersigned hereby certifies that I am an officer of the firm submitting the attached proposal and that I am authorized to suit said proposal on behalf of my firm. I hereby bind my firm to this proposal and state the following (if submitting a proposal): This offer shall remain valid for 90 days from the RFP close date; and AN terms and conditions as set forth In this RFP shall apply to this offer, and In signing this offer, I warrant that all certifications and documents requested herein are attached and properly completed and signed; and I certify that I have received all addenda as indicated below and have incorporated the addenda in the attached proposal. Verification of Addenda Received Addendum No: 1 Received on: 2114119 Addendmn No: Received on: Remo on: Addendum No: , AUTHORIZED SIGNATURE.- IGNATURE:PRINT PRINTSIGNER'S NAME AND TITLE: .ark Hulett President 2/21119 DATE SIGNED: Hilltop Geotechnical, Inc. COMPANY NAME & ADDRESS: 786 S. Gifford Avenue San Bernardino, CA 92408 PHONE -9O79 FAQ 909-$90-9055 IF NOT SUBMITTING A PROPOSAL PLEASE STATE REASON (S) BELOW: Attachment E Contact Information HMLTOP GEOTECHNICAL, INC. IdeniiScation of Proposer Company Name: Corporate Office Address: Contact Person: Telephone Number: E -Mail: Hilltop Geotechnical Inc. 786 Gifford Avenue San Bernardino, CA. 92408 Mr. Mark Hulett, CEG, President (909) 890-9079 M.hulett0heeotech.com HII.LTOP GEOTECHNICAL, INC. HILLTOP GEOTECHNICAL INCORPORATED February 21, 2019 766 S_ GIFFORD AVENUE - SAN BERNARD ORNIA 92406 hilltopg@hgeotech.com - FAX 909.990.9055 - 909.890.9079 City of San Bernardino P19027 -Fee Schedule Public Works Department 600 North Arrowhead; Second Floor San Bernardino, CA 92401 Attention: Ms. Saba Engineer, P. E., Principal Engineer Subject: "Schedule of Prices" and our "Schedule of Fees - 2019" to be accompanied with our Proposal to Provide As Needed, On -Call 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, January 31, 2019, Request for Proposals (RFP) to Procdde As Needed, On -Call Geotechnical Investigation and Construction Material Testing Services for Various Capital Improvement Program (CIPS Projects; Prepared by the Department ofPublic 1Vorks1EngmeeringDivision, City of San Bernardino. Hilltop Geotechnical, Inc. is pleased to submit your completed "Schedule of Prices" and our 2019"Schedule of Fees" for Professional Services for On -Call Geotechnical Investigations and Construction Material Testing Services; Materials and Soils Inspection and Testing Services for Public Works Division of the Development Services Department, City of San Bernardino. We anticipate that you will require various soil and/or materials technician/licensed deputy inspection services and laboratory testing services. Hilltop Geotechnical, Inc. is also currently registered with the Department of Industrial Relations, DIR registration number 1000011968. Hilltop Geotechnical, Inc. complies and pays Prevailing Wages in accordance with California Labor Code §1720 et. Seq.Hilltop Geotechnical, Inc. 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. Hilltop Geotechnical, .Inc. understands that the bid date used for this proposal is February 21, 2019. P19027.Fee Schedule February 21, 2019 Page 2 Hilltop Geotechnical, Inc. understands that the City will not pay for or compensate for travel time or mileage to the City of San Bernardino to attend meeting or conduct the activities necessary to complete the tasks required to be performed as part of our services. Hilltop Geotechnical, Inc. truly looks forward to continue to provide our professional services. If there are any questions after reviewing the enclosed information., please do not hesitate to call me at (909) 890-90-4 9, at your convenience. Respectfully submitted, HILLTOP GEOTECHNICAL, INC. ja �, Mark Hulett President CITY OF SAN BERNARDINO Schedule of Prices for On -Call Geotechnical Investigations and Construction Material Testing February 21, 2019 Estunated - - - - -- - Annual Unit Description Unit Price Total Price uantit ea Compaction Testing (1- 4 per site 500 $225 $112,500.00 visit) including curves_ 500 ea Compaction Testing (5 - 20 per site $180 $90,000.00 t visit) including curves. 100 ea Compaction Testing (20+ per site visit) $130 $13,000.00 including curves. 10 set Concrete Cylinders (includes $550 $5,500.00 collection, tests and report) 10 ea Asphalt Extractions Asphalt Compaction $230 $2,300.00 20 ea $220 $4,400.00 20 ea Soil GradationlScreen Analysis $115 $2,300.00 250 hr Grading Observation $135 $33,750.00 100 hr Engineering Geological Investigation & $225 $22,500.00 Consulting 20 ea Soil Boring to 15 $2,300 $42,000.00 20 ea Pavement Bore (Asphalt) $255 $5,100.00 $5,100.00 20 ea Concrete Core $255 TOTAL ESTIMATED ANNUAL COST $338,450.00 /42L HILLTOP GEOTECHNICAL, INC. HW -TW GWTECHNIC L 2019 SCHEDULE OF FEES INCORPORATED PERSONNEL CHARGES Drafting ........................................ ................$73.00/hr. Word Processing/Clerical............................................ $73.00/hr. Senior Engineer/Geologist.......................................... $201.00/hr. Project Engineer/Geologist Registered ................................. $180.00/hr. Staff Engineer/Geologist Non -Registered ............................... $138.00/hr. Engineer/Geologist Technician ....................................... $95.50/hr. Project Manager..................................................$132.50/hr. Supervisor.......................................................$132.50/hr. Prevailing Wage - Inspector ICC *, **,*** .............................. $127.00/hr. Prevailing Wage - Field Technician*,*** ............................... $127.00/hr. Prevailing_ Wage - ACI Technician -Concrete*,*** ........................ $127.00/hr. ICC Special Inspector **............................................. $97.50/hr. Engineering Technician (Soils and Materials) ............................ $95.50/hr. *Prevailing Wage California Labor code § 1720,et seq. ** Non -Destructive Ultra Sonic Testing surcharge $12.00/hr. *** Department of Industrial Relations, Registration No_* 100011968. Valid Through June 2019 LABORATORY TESTING FEES**** SOEL TESTING Chloride Test . ..................................................... $90.00/ea. Chunk Density & Moisture ........................................... $27.50/ea. Consolidation Testing a) Consolidation - full ......................................... $195.00%a. b) Consolidation - Remold .......... .............................. $65.00/ea. c) Consolidation - Single Point ................................. $100.00%a. Corrosion Analysis Test (Ph Redox, Resistivity) ......................... $165.00/ea. Direct Shear Testing a) Direct Shear In -Situ (3 Point) ............................... $265.00/ea. b) Direct Shear - Remold (3 Point) ............................... $325:00/ea. Expansion Index Test .............................................. $150.00/ea. Compaction Curves 4 -inch mold OSTM D1557, Method A or B 4" Mold) ................. $200.00/ea. 6 -inch mold_(ASTM D1557, Method C 6" Mold) .................... $210.00%a. Cal Trans 216 ...................... a ........................ $210.00/ea. Moisture Content Test .............................................. $25.00%a. Organic Content Test ...............................................$37.00/ea. Permeability Test ..................................................... Quote Atterberg Limits Test .............................................. $127.00%a. Resistance Value Test (R. -value) ..... ................................. $300.00/ea. Resistivity.......................................................$111.00%a. upftW January 10, 2019 HILLTOP GEOTECHNICAL, INC, 2019 SCHEDULE OF FEES Ring Moisture & Density Test ........................................ $25.00/ea. Sand Equivalent Test .............................................. $106.00%a. Sieve Analysis Test - (Hydrometer) .................................. $212.00/ea. Sieve Analysis Test - (Full) .......................................... $111.00/ea. Sieve Analysis Test - (200) .......................................... $100.00/ea. Sulfate Test ....................................................... $75.00/ea. CONCRETE / MASONRY TESTING Cylinder Compression Test .......................................... $36.00%a. Cylinder Core, Charge ............................................... $32.00/ea. Cylinder Trim or Capping Charge ..................................... $15.00/ea. Grout/Mortar Compression Test ...................................... $45.00/ea. Masonry Prism Test ............................................... $195.00%a. ASPHALT TESTING Asphalt Content - Ignition Oven Premixed AC Sample (CT382).................................. $165.00/ea. Asphalt Content / Gradation - Ignition Oven Premixed AC Sample (CT202, CT382) ............................ $228.00/ea. Hveem Specific Gravity / Stability Value, Premixed AC Sample (CT308, CT366) ............................ $228.00/ea. Hveem Stability Value - Premixed AC Sample (CT366) ................... $175.00/ea. Hveem Specific Gravity / Stability Value (Rubberized Asphalt) Premixed AC Sample (CT308, CT366) ............................ $245.00%a. Hveem Stability Value (Rubberized Asphalt) Premixed AC Sample (CT366).................................. $190.00/ea. Specific Gravity of Hveem or Core Sample -Uncoated (CT308) ............... $80.00%a. Specific Gravity of Hveem or Core Sample -Coated (CT308) ................. $92.00/ea. AGGREGATE TESTING Specific Gravity and Absorption.- Coarse Aggregate (ASTM C127) ...................................... $125.00/ea. Specific Gravity and Absorption - Fine Aggregate (ASTM C128) ....................................... $170.00/ea. Sodium or Magnesium Sulfate Soundness Fine or Coarse Aggregate (ASTM C88), per fraction ................. $225.00/ea. Los Angeles Abrasion - Small Size Coarse Aggregate (ASTM C131) ....................................... $250.00/ea. Los Angeles Abrasion - Large Size Coarse Aggregate (ASTM C535) ....................................... $275.00/ea. Durability Index Fine or Coarse Aggregate (Calif 229) .................................................. $375.00/ea Potential Reactivity of Aggregate - Chemical Method (ASTM C289) .......... I ...................... I ....... $420.00/ea updated January 10, 2019 HILLTOP GEOTECHNICAL, INC. 2019 SCHEDULE OF FEES LABORATORY TESTING FEES, (continued) Petrographic Examination Fine to Coarse Method (ASTM C295) each (Plus Thin -Sections) ................. $1,600.00/ea. Gradation of Aggregates (ASTM C136) (Calif 202) Fine Aggregate Dry Sieve ...................................... $110.00/ea. Fine Aggregate Washed Sieve .......................................... $125.00%a. Coarse Aggregate Dry sieve ............................................ $125.00%a. Coarse Aggregate Washed Sieve ........................................ $135.00%a. Combined Aggregate Dry Sieve ......................................... $155.00/ea. Combined Aggregate Washed sieve ...................................... $210.00/ea. Material Finer than #200 Sieve (ASTM C117) ....................................................... $110.00/ea. Sand Equivalent Test (ASTM D2419) (Calif 217) ................................. $110.00/ea. Flat and Elongated Particles (ASTM D4791) ..................................... $210.00%a. Clay Lumps and Friable Particles (ASTM C142) .................................. $110.00/ea. Lightweight Particles (ASTM C123) Coat / Lignite (sp gr = 2.00) .................................................. $110.00/ea. Chert (sp gr= -2.4).......................................................... $110.00/ea. Organic Impurities in Fine Aggregate (ASTM C40) ................................. $75.00/ea. Cleanness Value (Calif 227) .................................................. $180.00%a. Unit Weight / Calculated Voids (Fine / Coarse / Mixed Aggregates) (ASTM C29) ....................................... $150.00%a. Resistance Value Test (R Value) (Calif 301) Aggregate Base Material ................................................ $300.00/ea. Potential Alkali Reactivity of Cement -Aggregate Combinations (Mortar -Bar Method) (ASTM C227). .............................. Quote Potential Volume Charge of Cement -Aggregate Combination (ASTM C342) ................................................. Quote Potential Reactivity Rock Cylinder Method (ASTM C586)............................................................ Quote Length Change Due to Alkali -Carbonate Reactivity (ASTM C1105) .................................................. Quote Potential Reactivity Mortar Bar (ASTM C1260)........................................................... Quote Potential Expansion of Aggregates from Hydration (ASTM D4792) ................ -.................................. Quote Aggregate Sampling, Staff Geologist / Engineer (Portal to Portal), per hour .............................................. $138.00/hr. Shipping................................................................ Cost Plus 15% **** 1.SX Surcharge on rush tum -around for laboratory testing. EQUIPMENT USAGEIRENTAL CHARGES Core Drilling Bit Wear Charge. ............................................... $10.001core Pachometer Reinforcement Locator .............. ............................. $50.00/day updared January 10, 2019 HILLTOP GEOTECHNICAL, INC. 2019 SCHEDULE OF FEES MINIMUM CHARGES Engineering Technician ............................................... 4 hours ICC Special Inspector ................................................. 4 hours Show Up and No Testing or Inspection ................................... 2 hours Cancellation of Work After 3=30 pm on previous day ......................... 2 hours Second Shift (2PM-12PM).............................................. 9.50/hr. Third Shift (10PM-8AM)............................................. 14.00/hr. MILEAGFZMLL ROAD FEES Vehicle Mileage .................................................... $0.55/mile Toll Road Charges ................................... Invoiced at Cost, plus 10% 1611IW4 OWN Overtime at the rate of 1.5 times the applicable hourly rate will be charged for any time in excess of 8 hours and less than 12 hours in any one day, Monday through Friday, and time before 6=00 a.m. or after 6=00 p.m. and for Saturday work up to 8 hours. Work performed in excess of 12 hours on Monday through 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 Labor Day Independence Day Veteran's Day President's Day Thanksgiving Day Memorial Day Day After Thanksgiving Christmas REISSUE OF REPORTS Reissued reports will be charged at the rate of 60� per sheet copied, plus the cost of plan reproduction. 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. Updated January 10, 2019 HILLTOP GEOTECHNICAL, INC. Exhibit `B' PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF SAN BERNARDINO AND KOURY ENGINEERING & TESTING, INC. This Agreement is made and entered into as of June 5, 2019 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 KOURY ENGINEERING & TESTING, INC. with its principal 1,lace of business at 14280 Euclid Avenue, Chino, California 91710 (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: On -Call Geotechnical Engineering 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. AGREEMENT NOW, THEREFORE, IT IS AGREED AS FOLLOWS: 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." 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.. 4. Compensation. a. Subject to paragraph 4(b) below, the City shall pay for such services in accordance with the Schedule of Charges set forth in Exhibit "A b. In no event shall the total amount paid for services rendered by Consultant Exhibit `B' under this Agreement exceed the sum of $100,000 This amount is to cover all related costs, and 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 completion. 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 performance 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. This Agreement shall commence on the Effective Date and continue through the completion of services as set forth in Exhibit "A," unless the Agreement is previously terminated as provided for herein ("Term"). 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. 8. Time of Performance. Consultant shall perform its services in a prompt and timely manner and shall commence performance upon receipt of written notice from the City to proceed. Consultant shall complete the services required hereunder within Term. 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 but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war; riots and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage or judicial restraint. b. Should such circumstances occur, the non-performing Party shall, within a reasonable time of being prevented from performing, give written notice to the other Party Exhibit `B' describing the circumstances preventing. continued performance and the efforts being made to resume performance 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. 12. Conflicts of Interest. During the term 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. Assignriient and Sub -consultant. 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 sub -consultants 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. 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 3 Exhibit `B' 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 sub -consultants' policies of commercial general liability and automobile liability insurance using the endorsements and forms specified herein or exact equivalents. b. Commercial General Liabilii (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 form 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. for the following: (iii) Commercial General Liability Insurance must include coverage (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 10 10 01 and 20 37 10 01, or endorsements providing the exact same coverage. (vi) The general liability program may utilize either deductibles or 4 Exhibit `B' 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 Liabilit%- (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. (ii) Coverage for automobile liability insurance shall be at lust 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/EmploN er'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 performance 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 sub -consultants 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 Liabilit v (Errors and Omission 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 5 Exhibit `B' policy must "pay on behalf of the insured and must include a provision establishing the insurer's duty to defend. f. Minimum PoheN Limits Rguired (i) The following insurance limits are required for the Agreement: Combined Sincle Limit Commercial General Liability $1,000,000 per occurrence( $2,000,000 aggregate for bodily injury, personal injury, and property damage Automobile Liability $1,000,000 per occurrence for bodily injury and property damage Employer's Liability $1,000,000 per occurrence Professional Liability $1,000,000 per claim and aggregate (errors and omissions) (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. g. 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. h. 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 (10) 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. C Exhibit `B' (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. i. Oualifyina 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 allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law. j. 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. VA Exhibit `B' (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. k. Sub -consultant Insurance Re mirements. Consultant shall not allow any subcontractors or sub -consultants 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 sub -consultants 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 sub -consultants. 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 consequential damages, expert witness fees and attorneys' fees and other related costs and expenses. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to Claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 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. b. Additional Indemnit■• Obligations. Consultant shall defend, with counsel of City's choosing and at Consultant's own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against the City, its elected and appointed officials, employees, agents, or authorized volunteers. Consultant shall pay and satisfy any judgment, award or decree that may be rendered against the City, its elected and appointed officials, 0 Exhibit `B' employees, agents, or authorized volunteers as part of any such claim, suit, action or other proceeding. Consultant shall also reimburse City for the cost of any settlement paid by the City, its elected and appointed officials, employees, agents, or authorized volunteers as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for the City's attorney's fees and costs, including expert witness fees. Consultant shall reimburse the City, its elected and appointed officials, employees, agents, or authorized volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its elected and appointed officials, employees, agents, or authorized volunteers. 18. California Labor Code RecLuirements. Consultant is aware of the requirements of California Labor Code Sections 1720 et seg. and 1770 et secl., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), 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 sub-consultants to comply with all California Labor Code provisions, which include but are not limited to prevailing wages, employment of apprentices, hours of labor and debarment of contractors and subcontractors. 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 sub-consultants 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 sub-consultants, 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 Eli{�ibility. 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 limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all sub-consultants and sub-sub-consultants 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 9 Exhibit `B' 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 services under this Agreement upon thirty (30) calendar days' written notice to City only in the event of substantial failure by City to perform 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. Restaonsibility 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. 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 in fuli for the services described in this Agreement, be furnished to and become the property of the City. 10 Exhibit `B' 27. Organization. Consultant shall assign Mark Hulett as Project Manager. The Project Manager shall not be removed from the Project or reassigned without the prior written consent of the City. 28. Limitation of Aureement. 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 depositing the same in any United States Post Office, certified mail, return receipt requested, postage prepaid, addressed to the following addresses and shall be effective upon receipt thereof CITY: City of San Bernardino Vanir Tower, 290 North D Street San Bernardino, CA 92401 Attn: Teri Ledoux Acting City Manager With Copy To: City of San Bernardino Vanir Tower, 290 North D Street San Bernardino, CA 92401 Attn: City Attorney CONSULTANT: KOURY ENGINEERING & TESTING, INC. 14280 Euclid Avenue Chino, Ca 91710 Attn: Nicole Miller 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. Egual 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 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 void. This is an integrated Agreement. 33. Severabilittit. 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 11 Exhibit `B' 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. 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. 12 Exhibit `B' 42. Authorit 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. [SIGNATURES ON FOLLOWING PAGE] 13 Exhibit `B' SIGNATURE PAGE FOR PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF SAN BERNARDINO AND HILLTOP GEOTECHNICAL INCORPORATED IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above. CITY OF SAN BERNARDINO Approved By: Ten I.edoux �p _� Acting City Manager Approved as to Form: ****Approved Form**** Gary D. Saenz City Attorney Attested By: Georgeann anna, CMC City Ci erk •CONS, TANT ,ti k 14 Si Nicole Miller _ Name Vice President - Sales Title Exbibit `B' EXHIBIT A Scope of Services / Schedule of Charges and Payments / Activity Schedule***] 15 KOURY ENGINEERING & TESTING, INC. February 20, 2019 City of San Bernardino Public Works Department Engineering Division Attn: Saba Engineer 201 North "E" Street, 2nd Floor San Bernardino, CA 92418 Subject: Construction Inspection & Material Testing Koury Proposal No. 19-0205 On -Call Geotechnical Investigation and Construction Material Testing Services Dear Mr. Saba Engineer: Koury Engineering and Testing, Inc. ("Koury") appreciates the opportunity to provide our qualifications in response to the Request for Proposals for to provide Professional Services for as needed, on-call Geotechnical Investigation and Construction Materials Testing Services for various Capital Improvement Projects with the City of San Bernardino ("City"). Our primary objective is to support the Public Works Department with our qualified engineering, geotechnical and inspection staff and our in-house laboratory capabilities to ensure all required quality control goals are met. Koury operates two full-service geotechnical and materials testing laboratories located in Chino and Gardena, CA and is licensed and approved as a geotechnical and construction materials testing laboratory by the Division of the State Architect (DSA), City of Los Angeles, County of LosAngeles, Caltrans, MTA, ACE, AMRL, DIR, ICC, OSHPD, CCRL and AASHTO certified as an approved testing agency. With over 25 years of experience, Koury has gained the knowledge of the applicable codes, regulations and ordinances associated with working in various cities and municipalities throughout Southern California and has provided geotechnical engineering, material testing, and inspection services on thousands of projects. We have an experienced team of Registered Civil and Geotechnical Engineers and Geologists and over 150 inspectors who hold multiple certifications, many who have performed the required services for several cities including but not limited to: the County of San Bernardino, City of Riverside, Pomona, Long Beach, Torrance, Norwalk, Beverly Hills, Bell, Alhambra, Santa Monica, Brea, Corona, Los Angeles County Public Works, and San Bernardino City Unified School District. Our available resources will allow us to adequately meet the staffing needs of the City of San Bernardino. Our office support staff and laboratory technicians also have years of municipality experience and will perform tasks accurately and quickly to support the entire team. We can and often dispatch within hours of inspection requests and are available 24 -hours to meet your needs. Some of our geotechnical capabilities include soils reports, bridges, mass grading projects, field improvements, parks, sports facilities, geotechnical field explorationsfinvestigations, and foundation design and recommendations. Our sister companies act as divisions increasing the specialty in-house services we can offer. Specifically, C Below provides subsurface utility engineering expertise. They come with years of experience in locating utilities, surveying/mapping, and potholing. ND Testing is our non-destructive testing division that specializes in concrete x-ray, ultrasonic inspection as well as many other NDT disciplines. With Koury Engineering, you get a deep bench of specific experts that no other firm can offer in-house. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606.6111 " www.kouFyengineering.com page 1 On -Gail Geotechnical investigation and Construction Material Testing Services Koury acknowledges receipt and review of Addendum's one. We also take no exceptions to the RFP and the Sample Agreement. We look forward to the opportunity to provide the City of San Bernardino with excellent service. The main point of contact for this project, and the person to whom correspondence should be directed to during the RFP review process is Bridget Sherman, Senior Project Manager. Bridget works from our corporate office located at 14280 Eudid Avenue, Chino, CA 91710. Ms. Sherman, will act on behalf of Koury Engineering and Testing, Inc. as the official signatory for this proposal, and all documents related to this proposal. She can be reached at (909) 606-6111, ext. 205 or via email at bridgets@kouryengineering.com Regards, Koury Engineering & Testing, Inc_ Bridget Sherman Senior Project Manager BiidgetS@kouryengineedng.com www.kouryengineering.com 19-0205 Koury Engineering. Inc. • Chino, CA (909) 606-6111 • vwwkkouryengineering.cmn page 2 On -Call Geotechnical Investigation and Construction Material Testing Services COMPANY INFORMATION Koury Engineering & Testing, Inc. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606.111 • www.kouryengineering_com page 3 19-0205 b. COMPAmy ixFORMATION Firm's Full Legal Entity Name: Koury Engineering & Testing, Inc. Main Office: 14280 Euclid Avenue, Chino, CA 91710 Branch Office: 17800 South Main St., Ste. 302, Gardena, CA 90248 Contact: Bridget Sherman, Sr Project Manager Type of Business Structure: S Corporation State Incorporated California Year Incorporated 1992 Federal Tax ID: 95-4794329 Agency Certifications and Approvals: DIR AASHTO AMRL ACI ACE Caltrans CCRL DSA ICC MTA OSHPD City of Los Angeles County of Los Angeles Koury Engineering & Testing, Inc. has been providing construction inspection and testing services in Southern California since 1992 and is currently under the leadership of Michele Shams, PresidenVCEO, and Dave Menefee, Sr. Vice President/COO. Koury Engineering & Testing, Inc. is Registered with the California Department of Industrial Relations (No.1000007497) and our engineers are licensed to conduct business in the State of California. Most of our inspectors will be dispatched out of our headquarter office in Chino, approximately 25 miles away, for quick field response time. The Chino laboratory holds many supplies and resources to support our field staff such as nuclear gages and testing equipment. The primary office responsible for management of the contract will be our main headquarters located at 14280 Euclid Avenue, Chino, CA. This office houses our project management team, engineering, accounting and support staff in our 18,000 sq ft facility. Our Chino location also contains a fully functioning accredited laboratory capable of many specialty tests and services. Koury and it's affiliates do approximately $20 million in revenue per year and are in good financial standing. We maintain a multimillion dollar credit line allowing us to expand rapidly should the need arise. Koury has never declared bankruptcy, nor been fired from projects due to inadequate financial means. Our understanding of the required scope of sesrvices and a list of many of the services that Koury Engineering & Testing, Inc. can provide in-house are listed on the following pages. 19-0205 itoury Engineering, Inc. - Chino, CA (909) 606-6111 - wwwAouryengineeing.com page 4 Scope of Services 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-0111 • www.kouryengineering.com page 5 19-0205 UNDERSTANDING OF SCOPE OF SERVICES Koury Engineering & Testing, Inc. understands this On -Call will consist of several different Capital Improvements Projects within the City of San Bernardino, conducted by the City, and will require a qualified consultant to provide material testing and geotechnical services. As is typical with on-call agreements, the scope of work will be different for every project so this section will generally address our approach to doing business on projects of this nature. Upon receipt of additional project information, Koury can provide further explanation of a project specific approach. Some of the tasks that will be generally required on every project include, but not be limited to, basic services such as attending pre -construction meetings and project site consideration, review and concur with construction schedules, testing and reporting to ascertain compliance, observation of work, reporting of defects, daily site inspection, making recommendations, maintaining records, daily job site report, collaborating on change orders, providing public works inspection and/or deputy/special inspection as required by code, providing laboratory testing, and other related duties as set forth by the City. Koury's process starts with our review of the key project elements to gain a complete understanding of the project schedule, budget, quality standards, required inspection and testing frequency and an understanding of the responsibility and goals of the client. We will review all request for work, review the scope requested and provide input to for all tasks not defined. The Project Engineer oversees all technical aspects of the project, and our Field Operations Manager will oversee the field personnel and will check that all procedures as requested by are followed. Our Project Management team will be responsible for keeping track of the budget and all schedule and will check the billing for consistency with the terms of agreement and work progress. Budget and Schedule Performance Koury Engineering & Testing is known for our prompt delivery of final results, and our delivery of on-going tests and project inspection daily reports, as promised, and within appropriate time frames. Koury is also sensitive to managing costs, and where possible, will use multi -certified and supremely knowledgeable personnel to reduce expense. Communication Good communication of our lead inspectors with the city representative, the site superintendent, contractor personnel, the engineer, and laboratory personnel allows for a proactive, on-time, and informed project team, which goes a long way in the success of the project. Our field inspectors are equipped with tablets for faster and more efficient communications. Responsiveness We understand the need to deliver the project on time and the cost of standby equipment on-site. We have a centralized dispatch with a 24 hours emergency service line and we can respond to the request for field services within 24 hours, and often within 4 hours when necessary. Priority in the laboratory is given to construction samples, and our testing usually starts within a few hours of the sample arrival to the laboratory. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www kouryengineering_com page 6 ff�_atl Geotechnical Investigation and Construction Material Testing Services Methodology & Work Plan for City of San Bernardino Observation and Testing Koury routinely performs construction observation, field testing, soil and material sampling. The construction observation and testing team includes Caltrans certified inspectors, is headed by our Field Manager (Greg Ginther) who has several years of observation and testing experience. Our technicians are selected based on the needs of the project and their prior experience. If significant earthwork is involved, the Field Manager will spend some time on site during the first few days of grading to verify that the soil conditions are as anticipated and the technician questions as well as those of the contractor are answered. During constriction, the Field Manager oversees the project through documenting all communication with the City tracking the project progress and providing quality control oversight to maintain the client's overall satisfaction. Koury's dispatch team serves as the point of contact for all scheduling of testing and inspection needs while the Project Manager serves as the point of contact for all administrative related needs. Throughout the duration of the project Koury's PM attends scheduled project meetings as needed. The first step of the work plan for construction activities is to assemble a construction observation and testing team. With the millions of miles of paved road in Southern California, the construction of new pavement and rehabilitation of existing pavement is constantly on-going. Koury personnel have worked on hundreds of projects requiring design of flexible and rigid pavements, design of pavement pavers and porous pavement Koury also performs visual survey of pavement, deflection survey, pavement rehabilitation study, and design of overlay. a) Construction team. The construction observation and testing team, consisting of several ICC certified technicians, is headed by a Field Supervisor and a Field Engineer, both with several years of observation and testing experience. Either the Field Supervisor or the Field Engineer and the PM attend the pregrade meeting with the contractor and the authorized client representative. The construction schedule and needs of the project are normally discussed at the meeting. Our technicians are assigned to the project based on the needs of the project and the technician prior experience. The Field Supervisor or Field Engineer will spend some time on site during the first few days of grading to verify that the soil conditions are as anticipated and the technician questions as well as those of the contractor are answered. b) Testing procedures. Field density tests are performed in accordance with the sand cone test method and/or nuclear gauge following the ASTM standards_ Each batch of sand purchased is calibrated. All field-testing is performed in substantial conformance with the project documents, as directed by the client, project architect, or structural engineer The quantity of testing and inspection is a function of the contractor(s) and subcontractor(s) efficiency, requirements of the building official, and weather conditions during construction. c) Documentation. Prior to the start of observation and testing, the Field Engineer prepares a field file and an office file for the jobs that contain all the geotechnical reports and plans pertinent to the job. On a daily basis, the technician must prepare a daily report that is left on the job site. As a quality control measure, the Field Supervisor reviews and signs the technician daily reports and their maps with the tests plotted. The reviewed dailies are forwarded to the accounting department and PM for further processing. Electronic copies of the dailies are provided on a weekly basis to the client representative when requested. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • wwwkouryengineering.com page 7 =On-CallGeotechnical Investigation and Construction Material Testing Services d) RFI. During construction, there may be questions from the contractor or designers, or changes from the designers. A Senior Geotechnical Engineer or a Principal Engineer is assigned to answer these questions, and to provide additional recommendations as needed. e) Laboratory support Koury in house laboratories support the field observation and testing. Laboratory personnel are allowed to work overtime to support the field operation as needed. The most frequent tests performed during geotechnical construction are maximum density on soil, aggregate, and asphalt, expansion index, gradation and sand equivalent. t) On going quality control and quality assurance. During construction, the Senior Geologist or Field Engineer makes unscheduled site visits to verify that the work is performed in accordance with the standards and to answer questions if needed. The technicians are also supported by the office engineers. g) Ongoing management. Our management team performs supervision and coordination of all field and laboratory services_ They are constantly involved in all laboratory testing and analysis results. Our clerical staff assists in maintaining a high level of quality assurance in preparation of reports, presentation of test results and observations. Engineering consultation is available as needed or as requested. h) invoicing for construction observation and testing. Prior to sending invoices to the client's the PM reviews the invoices according to the contract terms and any approved change orders. The invoices are forwarded to the distribution department where they are matched with the corresponding week's dailies and test results. The invoice packages are distributed to the predetermined distribution list. 1) Project closeout. Upon completion of the project, the PM works in conjunction with the project closeout department and the representative to verify that all services are completed and accounted for If requested by our clients, a geotechnical compaction report is prepared by our Senior Project Engineer and reviewed by the Principal Engineer. The report is distributed to the predetermined distribution list and the PM updates the tracking software indicating the project completion. Our PM coordinates with the representative to close the project, collect outstanding invoices and ensure satisfaction. Once the project is dosed, it will remain in our archives for 10 years. General Geotechnical Engineering Koury personnel have a proven wide variety of experience through successful completion of hundreds of projects for private and public clients. Koury has recently completed numerous projects for various cities in Southern California (e.g. Torrance, Orange, Long Beach, Santa Monica); Unified School Districts, including the Los Angeles Unified School District, Torrance Unified School District, and Wiliam S. Hart Union High School District; and Community College Districts, including Los Angeles CCD, North Orange County CCD, and Rancho Santiago CCD. Through the performance of these projects and other projects Koury's personnel have acquired extensive experience with geotechnical subsurface exploration, groundwater evaluation and monitoring, monitoring well installation, percolation testing, shallow and deep foundation design and analysis, lateral earth pressure evaluation, slope stability analysis, landslide studies, tieback and soil -nail design, earth quantity calculations, minstrumentation and monitoring, microtunneling studies, underpinning, pressure grouting, settlement and expansive soil evaluation, and preparation of comprehensive geotechnical reports. 19-0205 Koury Engineering, Inc- - Chino, CA (909) 606.6111 - wwwkouryengirteering.com page 8 19-0205 For Geotechnical Investigation Services, Koury normally prepares a proposal which serves as a work plan. a. The proposal outlines the understanding of the project, anticipated subsurface conditions, scope of work, estimated fee and schedule. The proposed field exploration is described in detail along with the proposed laboratory testing, type of analysis, and the anticipated content of the report. The Principal Engineer -in -charge reviews the proposal for quality assurance before it is forward- ed to the City. b. The City reviews the proposal, asks for clarification if necessary, and issue an authorization to proceed. Upon receiving authorization, Koury assembles a team of geologists and engineers, prepares the exploration layout, and schedules the field exploration. c. Published geological maps and reports, hazard maps (liquefaction, landslide), groundwater maps, and site aerial photographs are reviewed. The purpose of this review is to determine the anticipated subsurface conditions in order to select appropriate methods of subsurface explora- tion, equipment and to assess the required depth of the field exploration points. At that time, a site visit is made to confirm access and to validate the procedures for the field exploration. d. The maps provided by the City are used to check for utility locations, and the exploration points are located in the field. Underground Service Alert (USA) is notified of Koury intention to exca- vate and of our request to clear the exploration point locations. e_ The field exploration subcontractors are retained, scheduled and a safety program is prepared_ Any required permits such as boring permit or encroachment permit are applied for at that time. Prior to performing the field exploration, the field geologist or engineer meets with the Princi- pal Engineer -in -charge to confirm the details of the field exploration, including safety, sampling protocol (SPT, California sample and bulk samples), depth of exploration, backfilling, cleanup, permits and communication during the field exploration. f. During the site exploration, the samples obtained from the field exploration are placed in air- tight containers before transportation to Koury's laboratory for further classification and testing. Upon arrival to the laboratory, each sample is logged into our tracking software and a laboratory program is prepared by the project engineer (PE). The laboratory program is reviewed with the Principal Engineer -in -charge prior to submittal to the laboratory supervisor. As each test is com- pleted the results are cataloged and logged into the computer. During this process the PE moni- tors the completion of the laboratory tests and confirms that the appropriate tests have been scheduled per the exploration plan. The laboratory program most frequently includes moisture content, dry unit weight, consolidation, expansion index, shear, corrosivity, gradation, #200 sieve wash, Atterberg Limits, and R -value; the number and type of tests depend on the mate- rial encountered, soil variation and conditions, and the intent of the study. Quality assurance is performed on the laboratory test results by the Senior Engineer prior to performing the analyses. g. Using the data from the boring logs and laboratory testing, the project engineer performs neces- sary analyses to determine static and seismic settlements, liquefaction potential, bearing capac- ity, lateral and vertical capacity of piles, lateral pressure and lateral resistance for retaining wails, pavement design, etc., depending upon the project needs. h_ Upon completion of laboratory testing and engineering analysis, the Senior Engineer prepares a comprehensive geotechnical report containing a description of the work performed, a field exploration location map, the field and laboratory data collected, a description of the subsurface conditions, explanation of the proposed development and grading, geologic settings, seismic hazards, building code parameters, anticipated total and differential settlements, and corrosion potential at the site. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • wwwkouryengineeiing.com page 9 On -Call Geotechnical Investigation and Construction Material Testing Services i. Also, the geotechnical report provides recommendations for site preparation, earthwork, reme- dial removals, slope inclination, compaction requirements, support of floor slabs, site percolation rate, support of building walls and columns, retaining structures design, and flexible and rigid pavement design. The Principal Engineer -in -charge reviews the calculation package from the project engineer and the geotechnical report for conformance with the standards of practice. j. At the City preference, a pdf copy of the report is submitted in a `draft form' for the design team review. The review comments are subsequently incorporated into the report prior to finaliza- tion. The report is distributed by our in-house distribution center to an approved predetermined distribution list. k. Once the structural and civil drawings are finalized, they are submitted to the Geotechnical Engi- neer to verify that the recommendations of the geotechnical report have been incorporated into the design. The Geotechnical Engineer and Engineering Geologist review the plans for general conformance with the geotechnical report recommendations, and sign the plans if needed. Location and Responsiveness The distance from our office to the City of San Bernardino is approximately 25 miles. We have several active projects and inspectors located in the City and surrounding cities allowing us to accommodate inspections requested with little notice. Our proximity and dispatch systems in place are resources that can ensure we will be able to perform all inspections and testing in a timely manner and that our services will meet the needs of the City efficiently and in a cost-effective manner. Koury understands that problems and last minute scheduling requests can arise, so our Operations Manager is available to provide dispatch or laboratory services during off -hours and in emergencies in an effort to provide unexpected or expedited results. He is available 24 hours a day. Fmvvn Experience in Meeting Project Schedules Koury Engineering & Testing is know for our prompt delivery of final results and our delivery of on-going tests and project inspection daily reports as promised within appropriate time frames. In urgent situations, we are capable of quick tum around. From the moment of call in to our capable dispatch team, to inspector or lab technician arrival, we can provide a response in as little as 2-4 hours, dependent upon the certification or laboratory test required_ We have over 20 years of experience in the delivery of dailies and are aware of the need for results to be communicated to the client upon completion. Materials Testing and Special Inspection results are a necessity for the safety of all those involved on site. Delays become costly to the contractor if they proceed at their own risk. We are capable of delivering results and responding to last minute or emergency dispatch calls within four hours and sometimes two, depending on the test and distance to job site. Value Added Service - Surface Mapping and Subsurface Imaging With the increasing addition to existing streets, roadways, parking areas, public facilities, and the improvement, and rerouting of existing utilities, there is an increasing demand for better surface mapping and subsurface imaging to locate underground utilities. Koury has acquired the latest technology to locate underground utilities, for potholing, and for inspection inside buried pipes to determine their conditions. Koury also has the capabilities to locate post -tensioned cables, conduits and rebar reinforcement in concrete. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - WYmkouryengineering.com page 10 19-0205 ,oury Engineering Licenses and Servi Our team provides a full range of geotechnical and engineering geology, material testing and special inspection services for all phases of projects. Our staff consists of highly experienced engineers and geologists who have worked worldwide on a variety of geotechnical and environmental projects and soil technicians and inspectors that have multiple certifications and decades of experience. Our in-house capabilities follow Geotechnical Engineering • Comprehensive Geotechnical Engineering (Soils) Report for: All buildings types, including Commercial, industrial, residential • Bridges • Mass Grading Projects • Field Improvements • Parks/Sports Facilities • Geotechnical Field Explorations/ Investigations • Ground Water Evaluation • Foundation Design and Recommendations • Shallow Foundation System Analysis • Deep Foundation System Analysis • Settlement Analysis • Ground Motion Response Spectra • Seismic Risk Analysis • Liquefaction and Seismic Settlement Analysis • Slope Stability Investigation and Analysis • Seismic Deformation Analysis of Slopes • Site Reconnaissance • Lateral Earth Pressure Analysis • Tie -Back Analysis • Pavement Design and Recommendations - Shrinkage and Subsidence Analysis • Instrumentation and Monitoring of Soils, Piles, and Shoring Systems Engineering Geology Fault Trenching • Seismic Hazard Evaluation • Geologic Mapping • Landslide Evaluation • Slope Stability Evaluation • Subsurface Exploration • Aerial Photography Review • Review of Geologic Literature Laboratory Testing • Atterberg Limits • Consolidation Density Direct Shear • Direct Shear - Remolded Sample • Durability Index • Expansion Index • Hydrometer Analysis • Maximum Density Moisture Content • R- Value • Specific Gravity • Soundness • Swell • Sieve Analysis #200 Wash • Sand Equivalent Value • Unconfined Compression • Unit Weight 19-0205 Koury Engineering, lnc. •Chino, CA (909) 606-6111 • voAw.kouryengineering.com page 11 On-call Geotechnical Investigation and Construction Material Testing Services Material Testing Koury's state-of-the-art laboratory will be able to provide your company with all the relevant testing required. In the event any specific or uncommon test arises, we will have the proper specialty firms in mind to facilitate the needs of the County. Our experience has allowed us to develop a systemized approach to providing laboratory services: Our laboratories are Caltrans, AMRL, AASHTO, ACI, ACE, CCRL, ICC, NICET, OSHPD, City of LosAngeles, County of Los Angeles, County of San Diego and Corps of Engineer certified. We also retain and excel at providing in-house project closeout. The standards of our laboratory procedures are verified through yearly independent recertification of our laboratory personnel and equipment calibration program. Our peer and management reviews further contribute to Quality Control and Quality Assurance. Material Testing —Concrete & Mas( v • On-site inspection • Structural Concrete • Pre-stressed/post-tensioned • Floor flatness and levelness • Relative Humidity • Moisture Vapor Emission Reare • Structural masonry- grout & mortar • Pre -cast and batch plant • Cylinders - Compression Tests • CMU Block & prisms • Shotcrete • Shrinkage • Beams • Reinforcing steel • Post -tension strand • Rapid Cure • Equilibrium Density • Air Entrainment • Moisture Vapor Emission Rate Other Services • Asphalt & concrete mix design • Asphalt plant inspection • Expert testimony • Research & development • Forensic services • Project management • Fireproofing • Metallurgy • Moisture Content of Wood Won Destructive Testing • Dye penetrate • Magnetic particle • Ultrasonic • Visual • Ground -penetrating radar • Concrete -penetrating radar • In-place concrete soundness Structural; • Welding & welder qualifications • Erection • Bolting • Fabrication plant - Steel reinforcement Fireproofing • Built up asphalt roofing • Structural steel Metallurgy Final Reports • Compliance Reports • Laboratory Roof/ Tile Material Affidavit Report • Radiography Summary Pachometer Summary • Materials Summary • Insitu Bolt Tensile Report Insitu Ceiling Wire Report • Interim Report from Engineer 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 • www kouryengineering.com page 12 19-0205 Professional Staff and Key Personnel 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - www.kouryengineering.com page 13 19-0205 PROFESSIONAL STAFF AND KEY PERSONNF' Koury Engineering has assembled an engineering and materials testing team of employees that consists of experienced and seasoned engineers, field and laboratory supervisors and clerical personnel to respond to the requirements for On -Call Geotechnical Investigation and Construction Materials Testing Services. Below is our company project organization chart, complete with a main point of contact for the City of San Bernardino ;nd brief job descriptions below personnel names. All proposed personnel will be managing and servicing the County from our headquarter office located in Chino, CA. Ili rCity of _San S rna a On -Call I Geotechnical Investigation and Construction Materials Testing Services CoordinationProject Management Bridget Shwimn First point of contact for the City of San Bernardino =Mlil Armen Gaprelian, P.E. G.E. Managing Engineer I Project Manager Principals Michele Shams President & CEO Dave Menefee Sr VP & COO Jacques B. Roy, P.E. ME. Geotechnical Principal -in -Charge 1 Project Manager FieldField SLIpervisor Supervisor (Soils) ProjectProject s .. Mehrab Jesmanli, Ph.D., Raymond Robiero Greg Ginther P.E. Mike Mohajeran Executive Operations Managing Project Engineer Sr. Geotechnical Engineer Project Engineer Manager 'fest Results QA Dispatchers Pickup Drivers Engineers Geologist Project Closeout Technicians LaboratorylClerical Laboratory Field Inspectors & Technicians1 19-0205 Koury Engineering, Inc. - Chino, CA Matthew Perry Laboratory Manager (909) 606-6111 - www.kouryengineering.=n page 14 KOURYArmen Gaprellan ENG I N E E R I N G Materials Engineering Manage€ a TESTING, INC. PROFESSIONAL ": Mr. Gaprelian has over twenty years of experience: fifteen years in geotechnical and engineering consulting, two and a half years in the cement and concrete industry, and two years in the residential construction industry. In his professional career, Mr. Gaprelian I has been involved with projects such as transportation and infrastructure projects, various hospital projects, multi -story commercial projects, various slope stability projects and other retail and commercial developments. For the past 15 years of his career, Mr. Gaprelian has been directly involved with managing and oversight of engineering as well as the construction phases of the various projects he has managed. Materials Engineer Overall review of reports for project inspection and testing services that included sampling and testing all concrete placed at the project site along with the observation, inspection and testing reports for all Asphalt Rubber Hot Mix pavement placement observation, and compaction testing at the project site. Project consisted of street improvements to the City of Glendale on Kenneth Road. 19-0205 Koury Engineering, Inc_ • Chino, CA (909) 606-6111 • www.kouryengineering.com page 15 Years of Experience: 20+ z.. ` Tarrane- -1-(Amo, Of~..leverd Extension, Phase 2, Education: Materials Engineer Civil Engineering — Mr. Gaprelian worked side by side with our Operations Manager Raymond Majoring on Geotechnical Roblero on the Del Amo Boulevard Extension Project since 2010. He was Engineering and in charge of the overall review of reports for project inspection and testing Construction Management, services that included sampling and testing all structural concrete placed at University of New South the project site along with the observation, inspection and testing reports for Wales, Sydney, Australia, all reinforcing steel used on the project site. Test reports included: air content, 1993. shrinkage, compressive strength of concrete, slump test temperature of fresh M.S. Geotechnical Engineering, University of mix concrete and tension testing of cast -in-place anchor bolts. New South Wales, Sydney, Australia, 1996. Materials Engineer Registrations/Certs: The project is an annex to the existing warehouse. The building is 12,000 sf, Professional Civil Engineer one-story, pre-engineered metal building. The building will be used to store No. C 61053, California electronic equipment. It will also have a small, six station administration area Professional Geotechnical and a three -bay vehicle service area. Mr_ Gaprelian provided overall review Engineer No. G5 2668, of reports for project inspection and material testing services that included California sampling and testing all structural concrete, rebar and all other testing performed for this project. Materials Engineer Overall review of reports for project inspection and testing services that included sampling and testing all concrete placed at the project site along with the observation, inspection and testing reports for all Asphalt Rubber Hot Mix pavement placement observation, and compaction testing at the project site. Project consisted of street improvements to the City of Glendale on Kenneth Road. 19-0205 Koury Engineering, Inc_ • Chino, CA (909) 606-6111 • www.kouryengineering.com page 15 _1,(0URY ENGINEERING & TESTING, INC. RELEVANT PROJECT EXPEWENCE Brookfield 7th and F" '"' +ion - Los Angeles, r' Materials Engineer Overall review of reports for project inspection and testing services that included concrete testing, masonry inspections for CMU, concrete inspections for placement of slab -on -grade, pads and footings, concrete cylinder compression test results, fireproofing and steel inspections,steel ultrasonic testing, geotechnical technician for soils compaction, soils subgrade/base, inspections of epoxy/anchoring, rebar inspections, testing of soils samples. manta Monics - a Redevelopment - Santa Monica. Ce Materials Engineer Overall review of reports for project inspection and testing services that included concrete slabs and post -tensioned decks, rebar, masonry, structural steel welding, steel fabrication shop inspections, high strength grout injection, epoxy anchoring and fireproofing. Field and laboratory tests completed on concrete, rebar, masonry, and grout. Provided ultrasonic magnetic particle testing of welds. Materials Engineer Complete campus renovations, new construction of science and industrial arts buildings, compliance updates, and modemizations. Responsible for the final DSA closeout documentation and for all testing results, etc. Staff Engineer Mr. Gaprelian served as a Staff Engineer for the geotechnical investigation of the Mid Corridor Trench, Through Track Sections, North End, and South End lead sections of the project. His involvement ranged from engineering analysis and evaluation to field work during the construction phase of the Mid Corridor Trench, acting as the company and client representative overviewing the progress and monitoring methods used by the Design/Build team for the monitoring of the trench as ii was being excavated. Mr. Gaprelian was also heavily involved with the review and comment phase of reports prepared by the Design/Build team consultants. Task Leader and Project Coordinator Project Coordinator and Task Leader for foundation design, shoring and report preparation for the Northeast Tower and associated projects at the Providence Saint Joseph Medical Center in Burbank, California. This was an OSHPD reviewed project and involved development of recommendations for shallow foundations as a more economical alternative to deep foundations as well as a ground motion study. Materials Engineer Overall review of project inspection and testing services that included masonry and concrete and steel inspection and testing. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - www.kouryengineering.com page 16 KOURY ENGINEERING A TESTING, INC. • ISSUANCE DATE BOARD FOR PROFESSIONAL ENGINEERS, ISSUANCE DATE LAND SURVEYORS, AND GEOLOGISTS JANUARY 21, 2005 LICENSING DETAILS FOR: 61053 EXPIRATION DATE LICENSING DETAILS FOR: 2668 DECEMBER 31, 2020 NAME: GAPRELIAN, ARMEN DECEMBER 31, 2020 NAME: GAPRELIAN, ARMEN CURRENT DATE I TIME LICENSE TYPE: GEOTECHNICAL ENGINEER CURRENT DATE 1 TIME hslUS: CLEAR kbcwAT JANUARY 4, 2019 117019 BEN LOMOND DR 10:09:29 AM 1719 BEN LOMOND DR GLENDALE CA 91202 LOS ANGELES COUNTY LICENSE RELATIONSHIPS NAME: GAPRELIAN, ARMEN ADDRESS: DR STRATION TYPE: CIVIL ENGINEER 1719 BEN A 912 2 UCENSEIREGICA GLENDALE C 9'1202 LICENSE NUMBER: 61053 PRIMARY STATUS: Los ANGELES COUNTY CLEAR MAP BOARD FOR PROFESSIONAL ENGINEERS, ISSUANCE DATE LAND SURVEYORS, AND GEOLOGISTS JULY 28, 2000 EXPIRATION DATE LICENSING DETAILS FOR: 61053 DECEMBER 31, 2020 NAME: GAPRELIAN, ARMEN LIC�ENSSEE TYPE_ CIVIL ENGINEER CURRENT DATE I TIME LICDESSSTATUS: CLEAR JANUARY 4, 2019 10:10:33 AM 117019 BEN LOMOND DR GLENDALE CA 91202 LOS ANGELES COUNTY LICENSE RELATIONSHIPS NAME: GAPRELIAN, ARMEN ADDRESS: ON UCERSE/REOISTRATION TYPE: GEOTECHNICAL GLE1719 BEN CA 912 2 ENGINEER LOS ANGELES COU LOS ANGELES COUNTY LICENSE NUMBER: 2665 PRmmRY STATUS: MAP CLEAR 19-0205 Koury Engineering, Inc. • China, CA (909) 606-6111 • w*wkouryengineering.com page 17 RJacques Roy, P.E., G:E. ENGINEERING Principal Geotechnical Engineer & TESTING, INC. ■ ' i .PRO FES S 'Fl LE Mr. Roy has more than 30 years of experience in the geotechnical field, he has performed a wide variety of geotechnical hazard investigations and reports for earthwork design and construction, including roads, bridges, residential, commercial, recreational, and public facilities. He performs field investigations, data analysis, prepares laboratory programs, supervises laboratory testing, s verifies test results and computations, interprets data, and perforins geotechnical construction supervision, project management, technical review, and quality assurance. Mr. Roy has planned, conducted and supervised geotechnical exploration, prepared grading plan reviews, geotechnical reports for foundation design and construction, pavement design, retaining wall and utility construction. In conjunction with land development, he has performed geologictseismic studies and provided earthquake response spectra. Mr. Roy has performed several liquefaction studies. Such studies involved field exploration and laboratory testing, including specialized testing and characterization of ground shaking. Recommendations to mitigate the effects of liquefaction have also been provided. He supervised the observation and testing during grading, construction of shallow and deep foundations and utility installation for these facilities. Principal and Geotechnical Engineer of Record, for the geotechnical study that included observation and compaction testing of asphalt paving, soil laboratory testing on retained samples, R -Values testing, expansion index, maximum dry density, moisture content, mix design for concrete, concrete placed at the project site for reinforcing steel and a final document reporting our observations and tests during construction. 19.0205 Koury Engineering, Inc. - Chino, CA (909) 60fi-6111 • umakouryengineering.com page 18 3 _ Citu of Rr&A . r arnhaai Rnari Railali Education: M -S_, Geotechnical Principal in charge Engineering, University of Principal and Geotechnical Engineer for the Structural investigation and pavement British Columbia, Canada, analysis that included a street rehabilitation of lambert Road from Tamarack B.S., Civil Engineering, Avenue to State College Boulevard. Our services included pavement deflection University of Sherbrook testing along existing pavement on the roadway, pavement core sampling within Registrations/Certs: the existing roadway, laboratory testing and issuance of the final report. Geotechnical Engineer, 2077, Califomia, 1988 Civil Engineer, 35386, Principal in charge California, 1982 Principal and Geotechnical Engineer for the observation and testing. Our services included subsurface exploration, laboratory testing, engineering analysis, and recommendations for design and construction. The project consisted of street rehabilitation in various locations in City of Bell. The construction included road construction, and concrete PPC paving. The geotechnical aspects of this project consist of rough grading, road excavation and compaction, asphalt paving over compacted base, subgrade preparation, and AC resurfacing. �:... -F 0-:: i c«..mai Soil Investigate Principal in charge Principal and Geotechnical Engineer of Record, for the geotechnical study that included observation and compaction testing of asphalt paving, soil laboratory testing on retained samples, R -Values testing, expansion index, maximum dry density, moisture content, mix design for concrete, concrete placed at the project site for reinforcing steel and a final document reporting our observations and tests during construction. 19.0205 Koury Engineering, Inc. - Chino, CA (909) 60fi-6111 • umakouryengineering.com page 18 KOURY IE ENGNERING E TESTING, INC. r, 11 T P -* -;?y of Santa Monica j Wastewl, Mare i (,: k ! -hent I Santa Monica, C? Geotechnical Engineer Project consisted of the removal and replacement of an existing six-inch sewer main, with a new eight -inch sewer main. Existing manholes were refurbished and new manholes were installed. Koury supported the City with geotechnical inspection and testing, including the soils compaction testing, pipe zone backfill compaction, trench zone backfill compaction, asphalt concrete pavement sampling and testing, and concrete pavement sampling and testing. ,.ardii._ , Yucaipa Rei,,, cjnal Park ADA Improvementr Geotechnical Engineer Project description included compaction testing as well as concrete and asphalt testing for a new restroom building located in Yucaipa Regional Park. Attached, you will find the grading plan shouting the different paving areas; all to be compacted to 95%. Principal and Geotechnical Engineer, approved final reports for all laboratory testing and will issue the final compliance, compaction reports for the project. testing, << Lvr`r � 41�1��alL , ci'c''a)ti4ci.�ey�iYYi:6: County of San Bernardino Geotechnical Engineer Project consisted of the Phase II Environmental Site Assessment (ESA) of the abovementioned property (Site). Koury completed a Phase I ESA of the Site in September 2017. During this assessment, the following evidence of a recognized environmental condition (REC) was identified. The northern adjoining property was previously developed with a municipal landfill (Waterman Landfill) between 1950 to 1960. The Waterman Landfill site is owned and maintained by the City of San Bernardino. Groundwater and landfill gas monitoring activities have been conducted at the Waterman Landfill site since the late 1980's. While the landfill is capped and equipped with a landfill gas extraction system, recent inspection reports have identified the presence of methane and several volatile organic compounds (VOCs) in the gas samples collected from perimeter sampling probes. Koury recommended that a Phase 11 ESA consisting of collection and analysis of shallow soil vapor samples and .indoor air samples be conducted to evaluate if landfill gases had migrated onto the Site and into the Site building. Geotechnical Engineer Project description included The project is an annex to the existing warehouse. The building is 12,000 sf, one-story, pre-engineered metal building. The building will be used to store electronic equipment. It will also have a small, six station administration area and a three -bay vehicle service area. Principal and Geotechnical Engineer, approved final reports for all laboratory testing and will issue the final compliance, compaction reports for the project. of San so— __- 6ZV' "Geotechnical Env __ _:__,-..-ztigation" Geotechnical Engineer Our report presents the results of a preliminary Geotechnical Investigation performed by Koury for the construction of the 5V20 - ISD Warehouse Annex Building and associated improvements. The study was performed to provide preliminary geotechnical/geohazard information for the design and construction. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - www.kouryengineering_cxam page 19 KOURY ENGINEERING & TESTING, INC. to-G 1�1>— IP,. -.,.C-- +s. . Board too Proteaswm Engilaers. I avid Gaulutpids License Search for Professional Engineers and Land Surveyors Licensee Name. ROY JACQUE, License Type: CML ENGINES. License Number. 35W License Stews: CLEAR Expiration pate: Seotmnber 30.2019 Addraw 1064 MITCHELL AVE CRY: TUSTIN State: CA 21p: 92680 Canty: ORANGE Actions: No Pubic Record Action(s) This Information is updated Monday through Friday - Last updated: SEP -07.2017 Disclaimer Ad imWination prowdsd by the Department of ConsumerAflairs on this web page, and on is other web pages and intemet sites, is made available to provide immediate arness for Me convenience ofirWrested persons. White the Department believes the information to be reliable, human or mechanical error remains a possbdity. as does delay in the posting orupdahng of irdartnatan. 7beisibm the Department MAW no guarantee as to 00 il=racy, completeness, bmeiness, currency, or coned sequencing of the hftmailon. IJedberthe Department, nor any of the sources of Vie hmbrmabon, shag be responsible for any mics or omissiarrs, w for the use orresuks obtained from the use of dos inlbrmatibn. CV:rerspedrre cautionary notices maybe gxh ded on other web pages roaM aed by the Department Ad access to and use of this web page and any oMer web page orirsemmet site of the Depamnem is governed by the Disdaimen and Cm ddbm for Mae=and Use as sel radh at License Search for Professional Engineers and Land Surveyors Licensee Name: ROY JACQUES BERTRAND License Type: GEOTECHNICAL ENGINEER License Number. 2077 License Status: CLEAR Expiration Date: September 30, 2019 Address: 1064 MITCHELL AVE City: TUSTIN State, CA Zip: 92680 County. ORANGE Acllonc: No Pubic Record Action(s) This information is updated Monday through Friday - Last updated: SEP -07-2017 Search (� Disciainor All hdbmisation provided by me Department erConsumer Affairs on this webpage, and on its omar web pages and interne( silex. is made available to provide hnmeffiate actress brdne mmetaenoe ofinterestad person& While the Department believes the information to be reliable, human ormecbamcW enarrama(ns a possibmy, as does delay in the pasting or updadtg ofinbimadon. Therefore, the DepartrneW makes - guarantee as to the scwracy, completeness, timeliness, aurmW. or correct sequerrdng of the kd1onnatiab_ Aleitherthe Depamnent nor any of the sources of the inbrrrlation, shad be msponsible for any errors oro rnssions or for the use or results obtained from the use of ow iMorrmbm Otherspeaft cautionarynobves may be included on other web pages maintained by the Department. AN access to and use of this web page and any other web page orinwrid site of the Department is governed by the Disclaimers and Conditions for Access and Use as set forth at 19-0205 Koury Engineering, Inc. - Chino, CA (09)60&6111- www.kouryengineering.com page 20 KOURY Dr. Mehrab Jesmani, PE, PhD & TESTING, INC Senior Project Enginee # >t ROFILE Dr. Jesmani has over 17 years of geotechnical calculation, investigations, materials testing, inspection, writing and review of soil and foundation reports. He has over 15 years of geotechnical engineering and materials testing experience and has provided geotechnical calculation, material testing and inspection services for major projects such as large dams engineering, soil improvement, slope stability, high-rise buildings, street improvements, highways, airports, railroads, oil and gas line installations, industrial factories and development projects. Designer, project manager and consultant in ten projects of embankment and concrete dams. Dr. Jesmani is an expert in the following Geotechnical Engineering Fields: Liquefaction, landslides, mud and debris flows, Analysis of slope stability, shallow and deep foundation, micro piles, nailing and retaining wall, Excavation support systems and mining, Earthquake/Seismic response and risk related evaluation. Expansive and collapsible soils and soil modification, Levees/dams analysis, assessment and safety, seepage, computer problem solving and field investigations, development of successful client relations, quality control and quality assurance, computer modeling, graphing and imaging software. - _-. �t>T� : r—:+ �• L•�'r��Jr� tiS£Z!li" rr �' i- Y ;rpt 4 v •c; Ifs �� _�d`�.i r� �_ "i �lt' �� `_� ■— .��, . _.L � _ � !. - �-- i Education: Ph.D. Geotechnical Engineering: Concentration on "Soil Dynamics, Geo Senior Project Engineer Seismic Sharif University of Cur report presents the results of a preliminary Geotechnical Investigation Technology, Tehran, IRAN and Rutgers, The State performed by Koury for the construction of the 5V20 – ISD Warehouse Annex University of New Jersey, Building and associated improvements. The study was performed to provide NJ, USA preliminary geotechnical/geohazard information for the design and construction M.S. Civil Engineering: Concentration on "Hydraulic Strictures- Scouring of Project Engineer Soir: Shiraz University, Shiraz, IRAN This particular project consisted of the redevelopment of the existing County Operations Center in two phases. It included approximately 900,000 ft2 of B.S. Civil Engineering, Tehran University, Tehran, new office space, six four-story 150,000 ft2 buildings, a completed conference IRAN center and cafeteria, two multi-level parking structures, a completed central Registrations/Certs: plant and one medical examiner and forensic center building. The last two office buildings included (205 and 206) and Panting Structure B. Professional Civil Engineer, PE, Cert No. 81452 ...,i- .— „-..ter. —Q. l—i . rurr; z)ewe, Professional Memberships: *or•t, California. International Society Sr. Project Engineer of Sol Mechanics and Review of calculations for geotechnical exploration and analysis regarding Geotechnical Engineers inclinometer readings and survey monitoring for Orange County Sanitation District. 19-0205 Koury Engineering, Inc. r Chino, CA (909) 606-6111 • www.kouryeregineeiing.com page 21 . 14COURY ENGIlJEERING 8 TESTING. INC. Y RtttVANT PROJECT Vanderbuilt Site Acquisition "Phase 1 and Environmental (air) testing I Phase li ESA j On-Call Geotechnical and Materials Testing I County of San Bernardino Sr. Project Engineer Project consisted of the Phase 11 Environmental Site Assessment (ESA) of the abovementioned property (Site). Koury completed a Phase I ESA of the Site in September 2017. During this assessment, the following evidence of a recognized environmental condition (REG) was identified. The northern adjoining property was previously developed with a municipal landfill (Waterman Landfill) between 1950 to 1960. The Waterman Landfill site is owned and maintained by the City of San Bernardino. Groundwater and landfill gas monitoring activities have been conducted at the Waterman Landfill site since the late 1980's. While the landfill is capped and equipped with a landfill gas extraction system, recent inspection reports have identified the presence of methane and several volatile organic compounds (VOCs) in the gas samples collected from perimeter sampling probes. Koury recommended that a Phase 11 ESA consisting of collection and analysis of shallow soil vapor samples and indoor air samples be conducted to evaluate if landfill gases had migrated onto the Site and into the Site building. ,.rang--___._, Sanitatlw,: Sr. Project Engineer Oversight for soil compaction during grading operations, removal of fills, documented removal area and depths, responsible for oversight of soils report and project specifications, including expansion indexes and max density calculations. �,Niv wf : 1 r mv� !w Iniviz ;.f 4i Vidkv Sr. Project Engineer Continuous project oversight and review of testing for footings, compaction of fills and trench backfilling, compaction of subgrades for flatwork. Senior Project Engineer Sr project engineer for the structural investigation and pavement analysis for the street rehabilitation of Lambert Road from Tamarack Avenue to State College Boulevard. Our services included pavement deflection testing along existing pavement on the roadway. pavement core sampling within the existing roadway, laboratory testing and issuance of the final report. _y or �- e rcente . *ii(dtverluy �7vhetatvi i-iVitact, SP22`1: Geotechnical Engineer Koury supported the City with inspections for concrete, reinforcing steel and welding and materials testing for existing generator pad, remove existing concrete generator pad existing generator, removal of existing unit, removal of the existing tank, piping, valves, existing pump No.6, removal of existing air supply duct, removal and/or modify as required. New Generator, New Fuel Tanks - Afill and storage tank(s) with a combined volume to meet 72 -hours of generator operation. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 • ~-Licouryengineering.com page 22 KOURY Mike Mohajeran ENGINEERING i@Ct Itlei?r & TESTING, INC. OROFES-SIONAL PROFILE Mr. Mohajeran has several years of experience in the construction industry. He has - worked as a Project Field Engineer performing subsurface investigations for residential, commercial, and public works projects. He has also acted as Field Supervisor for projects that included grading observation, soil and asphalt testing, and nuclear gaugetesting during construction. Mr. Mohajeran is also trained in reviewing, interpreting and summarizing laboratory test data for engineering analysis. He is also skilled in reviewing grading and slope stability, shallow and deep foundations, and seismic hazards. TWJ _ .e Years of Experience. 15+ - ' -'"f) - ISL Wareho ect I On L Education: MSc. in Civil Geotechnical Engineering, California State University of Fullerton, 2012 BS & MS in Computer Science, Technical University of Vienna, Vienna -Austria, 1998 Registrations/Certs: FEJEIT Certificate Nuclear Gauge Certified Radiation Safety Officer ICC: Concrete ACI: Concrete Grade 1 40 -Hour HAZWOPER Training Qualified SCRRA/ Metrolink rules and safety training Project Engineer The project is an annex to the existing warehouse. The building is 12,000 sf, one-story, pre-engineered metal building. The building will be used to store electronic equipment. It will also have a small, six station administration area and a three -bay vehicle service area. Our scope of work includes Soils Monitoring, Observation of concrete and rebar placement, welding observation. Project Engineer Project description included compaction testing as well as concrete and asphalt testing for a new restroom building located in Yucaipa Regional Park. Attached, you will find the grading plan showing the different paving areas; all to be compacted to 95°%. fr:.,,I,", i'I+. irnL�i�f: Project Engineer As -needed contract for various new and renovation facility projects, which consists of professinal engineering services. Review of plans, and specifications during design stage to see if recommendations were properly interpreted. On track for PE exam Project Engineer Structural investigation and pavement analysis for the street rehabilitation of Lambert Road from Tamarack Avenue to State College Boulevard. Services included pavement deflection testing along existing pavement on the roadway, pavement care sampling within the existing roadway, laboratory testing and issuance of the final report. 19-0205 Koury Engineering, Inc.. Chino. CA (909) 606-6111 • wwwkouryengineering.corn page 23 KOURY_ ENGINEERING 8 TESTING, INC. I PROJECT On -Call Contract for Consulting Sevices - City of Beverly hills I Police Facility, Vehicle Storage Building City of Beverly Hills - Beverly Gardens Restroom I City of Beverly mills World On its Hind Legs Art Piece Burton Way Median I City of Beverly Hills - Maple Yard Water Wells Project Equipping and Transmission Beverly Hills, CA Project Manager Koury performs QualityAssurance Inspections. Geotechnical and Seismic Engineering, Construction Inpsection and Materials Testing Services. City of Corona - Citrus Park - Corona CA Project Engineer In charge of oversight for the field technicians for the geotechnical monitoring, Soils compaction and site safety QC for observation of the crane installing of the Manufactured building. _Y _ _)runa - weiricn rtuau r-avttrg, Corona Cit Project Engineer In charge of oversight for street resurfacing and PCC pavement Pavement Investigations, Material Observation and Testing during construction. _ _ ... -oped Ramp Stair and Patio � =i � W,, Project Engineer In charge of oversight for street resurfacing and PCC pavement. Pavement investigations, Material Observation and Testing during construction. Project Engineer We provided the quality control for this projecd."This included inspection and laboratory testing for concrete, rebar, reviewed and approved mix designs, welding, structural reinforced concrete and asphalt concrete. Project Engineer We provided materials and soils laboratory testing. For this project we performed moisture content, grain -size distribution and #200 sieve wash for soil classification, RA/alue Testing. We performed a background of soils review, and provided temporary traffic control per the Work Area Traffic Control Hanbook, we also performed a field exploration. All of these testing conclusions were published in a soils investigation for the City. _. _zit - Street Riw_ab 13/14 and Intersection Mods at & Walker i .( I ( ',, Project Engineer The geotechnical aspects of this project consisted of continuous observation and testing of compaction/asphalt paving, soil laboratory testing on retained samples, R -Values testing, expansion index, maximum dry density, moisture content, mix design for concrete, concrete placed at the project site for reinforcing steel and a final document reporting our observations and tests during construction. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouryengineering.corn page 24 KOURY Bridget Sherman ENGINEERING & TESTING, INC. Senior Project Manager -PROFESSIONAL'! Ms. Sherman has worked in Project Management and Project Development for Kouryl Engineering since 2011. She is in charge of securing projects that align with Koury's core strengths; then managing the project's cost controls, conducting thorough evaluations of budgets, and managing all other aspects of the project. Ms. Sherman is in charge of assembling the project team made up of Koury's staff and/or consultants who are most qualified to meet the project requirements, then keeping the team informed of all pertinent issues during the duration of the project. In addition, she upholds r extraordinary client satisfaction for many of Koury's high-profile projects by proactively managing client requests and needs, organizing the necessary staff to address challenges and by addressing any dient concerns. Mrs. Sherman also makes frequent project site visits and facilitates team meetings when needed. -i;:kHTIP��_VAWTPROJECT EXPERIENCE Years of Experience: 11+ Cruinfu of Gan Rarnarrline) - Architecture $ Engineering- Cin -Call Contrar;t Senior Project Manager Education: Job set up, contractfinsurance processing, distribution, budget updates, daily B.A. Business report reviewing, invoicing, client relationship, Final Report distribution. Administration h n4Sert Service Static Management, Minor - Finance, California State Senior Project Manager University, San Bernardino Job set up, contractlinsurance processing, distribution, budget updates, daily Specialty Areas: report reviewing, invoicing, client relationship, Final Report distribution. Ms. Sherman works closely with our operations Senior Project Manager department to manage Job set up, contractlinsurance processing, distribution, budget updates, daily projects in both the private report reviewing, invoicing, client relationship, Final Report distribution. and public sectors. Manages several DSA, Senior Project Manager OSHPD, County and City projects Job set up, contractrnsurance processing, reportftest results distribution to DSA Box, budgetupdates, dailyreportreviewing, invoicing, clientrelationship, sitevisits. Project Manager Job set up, contractrinsurance processing, report/test results distribution, budget updates, daily report reviewing, invoicing, client relationship, site visits. Project Manager Job set up, contractrinsurance processing, reporthest results distribution, budget updates, overage notifications, daily report reviewing, invoicing, client relationship, site visits. 19-0205 Koury Engineering, Inc- • Chino, CA (909) 606-6111 • wwwkouryengineering.mm page 25 I4(OUF ENGINEERING & TESTING, INC. City of Bell - On -Call Project Manager Job set up, contractlinsurance processing, report/test results distribution, budget updates, daily report reviewing, invoicing, client relationship, site visits. Budget updates, daily report reviewing, invoicing, client relationship, site visits. City of Bell - Street Rehab 13114 and intersection Mods at Gage/Walker, Bell t, Project Manager Job set up, contract/insurance processing, report/test results distribution to client, budget updates, daily report reviewing, invoicing, client relationship, site visits. Rail Street lrnnrovpment and Slurry Seal Project, Bell CA Project Manager Job set up, contractlinsurance processing, report/test results distribution to client, budget updates, overage notifications, daily report reviewing, invoicing, client relationship, site visits. Project Manager Job set up, contractfinsurance processing, distribution, daily report reviewing, invoicing, client relationship, site visits. Project Manager Job set up, contract/insurance processing, distribution, budget updates, daily report reviewing, invoicing, client relationship. Project Manager Job set up, contract/insurance processing, report/test results distribution to client, budget updates, daily report reviewing, invoicing, client relationship, periodic site visits. Project Manager Job set up, contractrinsurance processing, distribution, daily report reviewing, invoicing, client relationship, site visits. Project Manager Job set up, contract/insurance processing, report/test results distribution to client, budget updates, overage notifications, daily report reviewing, invoicing, client relationship, site visits. %'ITy OT lS_ oall .%Um rnaiiurcap(3ed Ramp, ;iwx, lv`4", thea {; Project Manager Job set up, contractfinsurance processing, distribution, daily report reviewing, invoicing, client relationship, frequent site visits. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - wwwkouryengineering.corn page 26 KOURY Raymond Roblero ENGINEERING Executive Operations Manager a TESTING, INC. -e E -c Mr. Roblero has over 11 years of experience in the construction industry. He has over 6 years of experience as an Executive Operations Manager and also has hands-on experience as a field technician and deputy inspector. Mr. Roblero is responsible for I managing the operations department and field personnel to provide quality customer service. Mr. Roblero's duties include monitoring projects to ensure adequate inspection and testing personnel are provided, materials are sampled as required for quantity, oversight of integrity of field personnel and quality control purposes. He also makes on-site visits to guarantee the adherence to industry standards and procedures by field personnel. rRELEVANT PROJECT Years ofExperience:71+ County of San g_--lardino I ISD Warehouse P-1- 63ernardninn- CA Education: Construction Technology, Executive Operations Manager Riverside Community The project is an annex to the existing warehouse. The building is 12,000 sf, College, Norco, CA one-story, pre-engineered metal building. The building will be used to store Registradons/Certs: electronic equipment It will also have a small, six station administration area American Welding Society and a three -bay vehicle service area. Mr. Roberto was in charge of scheduling AWS - CWI - Certified qualified inspectors to do materials and soils inspections, as well as overseeing welding inspector and checking their daily field reports. No. #15111711 ACI - Concrete Field Testing Technician - Grade I Executive Operations Manager ICC - California Commercial Mr. Roblero was in charge of overseeing the day-to-day operations and orga- Building Inspector, nization of this project. His duties included helping to dispatch inspectors to Prestressed Concrete site locations, making site visits to ensure we are providing the utmost quality Special Inspector, Reinforced Concrete service, and overseeing our in-house operations department, including con - Special Inspector, ducting quality control concerning all payroll and billing. Spray Applied Fireproofing Special Inspector Executive Operations Manager CTM - 504, 518, 533, 539, Mr. Roblero has worked as the Operations Manager on the Iowa Ave Grade 540, and 557 Separation Project since 2011. He was in charge of scheduling qualified Nuclear Gauge Certified inspectors to do materials and soils inspections, as well as overseeing and Office Location: 14280 checking their daily field reports. Euclid Ave,. Chino, CA 91710 Executive Operations Manager Mr. Roblero's duties have included overseeing the day-to-day operation of this project, dispatching qualified inspectors to the job site on an as -needed basis, and ensuring that Koury inspectors foilow the proposed construction schedule. He also oversees and maintains all of the daily field reports. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - www.kouryengirieering.com page 27 KOURY ENGINEERING & TESTING, INC. ,f Santa Monica 11'" - iter Main Replacement � Santa Monica, r,,� Executive Operations Manager Mr. Roblero was in charge of overseeing the day -today operations and organization of this project. His duties included helping to dispatch inspectors to site locations, making site visits to ensure we are providing the utmost quality service, and overseeing our in-house operations department, including conducting quality control concerning all payroll and billing. Percolatic— �__,___ r__.,.__._ 'Water Treatment Plant f Redlands, CA Executive Operations Manager Mr. Roblero was in charge of overseeing the day-to-day operations and organization of this project. His duties included helping to dispatch inspectors to site locations, making site visits to ensure we are providing the utmost quality service, and overseeing our in-house operations department, including conducting quality control concerning all payroll and billing. 'r --e- _ n-1 Am- ct—alevard Extension, Phase .; (lrrance C+/', Executive Operations Manager Mr. Roblero has worked as the Operations Manager on the Del Amo Boulevard Extension Project since 2010. He is in charge of scheduling qualified inspectors to do materials and soils inspections, as well as overseeing and checking their daily field reports. Executive Operations Manager Mr. Roblero made occasional field visits forfield oversight and quality control. The new bus maintenance, operations, and service facility had many working parts and multiple inspectors on the project. In -charge of communicating and coordinating with McCarthy Builders to make sure high quality standards were adhered to. Executive Operations Manager Mr. Roblero's duties included overseeing the day-to-day operation of this project, dispatching qualified inspectors to the job site on an as -needed basis, and ensuring that Koury inspectors followed the proposed construction schedule. He also oversaw and maintained all of the daily field reports. Executive Operations Manager Mr. Roblero was in charge of overseeing the day-to-day operations and organization of this project. His duties included helping to dispatch inspectors to site locations, making site visits to ensure we are providing the utmost quality service, and overseeing our in-house operations department, including conducting quality control concerning all payroll and billing. Executive Operations Manager Mr. Roblero has worked as the Operations Manager on this Caltrans contract. He makes regular site visits to oversee field personnel and maintain client satisfaction. Mr. Roblero also works closely with our in-house lab to ensure that all laboratory testing requirements are met. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • ~Kkouryengineering.com page 28 NOURY Greg Ginther —_ ENGINEERING Managing Project Engineer & TESTING, INC. -PROFESS.IbNALPROFILE Mr. Ginther, Geologist, is skilled in subsurface investigations concerning the suitability, content, and quality of soils and rock to determine their interaction with man-made infrastructure. Field experience including emphasis on soil boring logging in the geotechnical field, the supervision of exploration drilling. Supervision and scheduling of field technicians. Laboratory experience including soil and rock core classification, moisture -density relationship testing, Atterberg's limits, and hydrometer testing. Daily report preparation concerning field activities, geotechnical discussions, and project assessment. Mr. Ginther M has experience in conducting and monitoring soils observations and testing during the course of construction. He also has experience in soils investigations, drilling, logging, and sampling, and currently provides Koury with field investigative work. Mr. Ginther plots compaction test locations and prepares density tables, provides site visits, assures quality control of daily performances, creates project folders and maintains daily records. r -1-T. _. - _ ..r�sz -- PROJECT Years of Experience: 4+ Education: Managing Project Engineer B_S Geological Sciences I On -Call services for various projects within the County of San Bernardino. Ohio University Registrations/Certs: Managing Project Engineer Radiation Safety and Nuclear Gauge Soils Investigation - responsible for overall review of project inspection and testing services that included observation of trench backfilling around newly Cone Testing Sand on Sand constructed primary sludge thickening facilities and compaction testing of soils. Managing Project Engineer Soils Investigation - responsible for overall review of project inspection and testing services that included Asphalt compaction testing for repaving of streets. Managing Project Engineer Mr. Ginther was involved with this project from inception to completetion. He was involved as the field engineer during all soils investigation operations that included the drilling and sampling of the material at various depths and recording all findings. During construction, he remained in contact with field technicians and provided quality control on all daily field reports. -,��.,. -�, G�a �* hint E nwror ta�,nfi�s b.,.. ,f r* `t', t �'3 -. cIk, Oversaw and managed all field personnel to ensure that the commitment to excellence was exhibited not only in the office, but out in the field. He supported the office engineers by providing quality assurance on daily reports and test results to acheive accuracy in accordance with project documents and requirements. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - www.kouryengineerirg.com page 29 OURY NR EGINEEING a TESTING, INC. On -Call Contract for Consulting Sevi c es -City of Beverly Hills j Police Facility, Vehicle Storage Building j City of Beverly Hills - Beverly Gard ;; Restroom I City of Beverly Bills World On its Hind Legs Art Piece Burton Way Median I City of Beveri hfiills -Maple Yard Water Wells Project Equipping and Transmission Main No. 101081 Beverly Hills, CA Managing Project Engineer Koury performs QualityAssurance Inspections. Geotechnical and Seismic Engineering, Construction Inpsection and Materials Testing Services. City of San*- c4 Springs ! Solis Investigation Streets for Solis Analysis ( Santa Fe Springs, CA, Project Engineer This project consisted of various street locations, Gridley to Darcy street, Terradell St, to Bradwell, to Orr. Whiteland St to Orr & Day street, Roma, Nova, Dunning Street and Longworth. City requested our services to assist them with soils analysis testing and inspections for each street. Our scope of worts included street corings, r value testing, structural recommendations from our principal, geotechnical engineer, and suggested improvements. Managing Project Engineer Soils Investigation - Process Mechanical - Option 4 / Phase 2 Tri Tray Installation. The structure is to support a piece of equipment (a blast freezer), to he installed in an existing -20F storage freezer. This included quality assurance testing, compaction testing, sieve analysis, and asphalt testing. Project Engineer Project consisted of the replacement of existing turf field with a synthetic turf field, replacement of existing score board with new digital score board, replacement of DG track with a rubberized track, and the replacement of the existing football uprights with new football uprights. Project Engineer Koury Engineering services included a geotechnical investigation and recommendations report that must be submitted to the district, this report was is required in order to provide the Architectural and Engineering team adequate information, design criteria, and recommendations of the site soils conditions. nnn Aaas-h Watar rant I Ally Service Connection Conversion, Liberty, Coin I tong Beach, CA Managing Project Engineer Managing project engineer responsible for overall review of project inspection and testing services that included excavating and backfilling of a new trench, repaving of all disturbed asphalt and base material compaction. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - wwwkouryengineering.com page 30 KOURY Mathew Perry ENGINEERING Soils Laboratory Manager S TESTING, INC. 4__ Mr. Perry has over 15 years of experience as a laboratory and field technician. He has worked for Koury for the past 10 years, & has vast experience working on highway, road, transportation, local municipalities, & private development projects. Matthew holds several Caltrans certifications and maintains the laboratory certifications required to perform Caltrans testing, aggregate testing, CCRL and AMRL. He performs geotechnical lab testing in a timely and prompt manner. He also prepares finished copies of lab reports for clients and engineers. Mr. Perry uses Geo -Systems & Excel to prepare reports, as well as ensures the overall quality and efficiency of our soils lab to mitigate the effects of liquefaction have also been provided_ He supervised the observation and testing during grading, construction of shallow & deep foundations & utility installation for these facilities. Years of Lab Experience: 16+ Registrations/Certs: Lab CTM -105, 106,201 ,202, 207, 216, 217, 226, 227 Expert in: Max density curves, relative compaction tests, sieve analysis, direct shear 3 -paint, remolded direct shear, consolidation w/o time rate., Specific gravity for coarse aggregate, swelllcollapse, atterberg limits, sand equivalent, expansion index, moisture content. Hydrometer, AC Marshall, compression strength, cleanness of coarse aggregate, day lumps, organic impurities, field vane shear tests, penetration resistance of fine-grained soils. IN RELEVAN 1 PKU. dt UI t -AVt K4l*NUl= On -Call i Geotechnical and Materials Testing j County of San Bernardino 15V26 - inn Warp%nutzo Prniects ! San Bernardino, CA Laboratory Manager Project description included The project is an annex to the existing warehouse. The building is 12,000 sf, one-story, pre-engineered metal building. The building will be used to store electronic equipment. It will also have a small, six station administration area and a three -bay vehicle service area. Performed all soils laboratory testing for the project. Soils Technician /Laboratory Manager Structural investigation and pavement analysis for the street rehabilitation of Lam- bert Road from Tamarack Ave to State College Blvd. Services included pavement deflection testing along existing pavement on the roadway, pavement core sampling within the existing roadway, laboratory testing. Soils Technician In charge of Material Testing of samples during construction for the street resurfacing and PCC pavement. Pavement Investigations. ity of Santa Monica -On-Call Deputy inspec+inn- 'F -r Various rte.. Project- Santa rojectSanta Monica, CA Soils Technician / Laboratory Manager Performed geotechnical review, #200 sieve wash, Atterberg limits, gradation, trench backfill. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouriengineering.com page 31 KOURY ENGINEERING a TESTING, INC. RELEVANT PROJECT EXEE$4IBACE, Los Angeles Unified School District - On Call Contract 1 Various Projects j Los Angel %;A Soils Laboratory Manager Soils and Materials Testing on compaction of asphalt paving, soil laboratory testing on retained samples, R - Values testing, expansion index, maximum dry density and moisture content. Soils Technician Performed tests on geotechnical secant piles, compaction tests for walls and footings. '1oi l l' � ;� 1�t til dill t iL'.(:iiiJ WW�f1(; ,drool I Long Beach CA Soils Technician I Laboratory Manager Performed geotechnical review, #200 sieve wash, Atterberg limits, gradation, trench backfill, cone penetration tests, percolation tests, and liquefaction and seismic analyses. Soils Technician Performed nuclear gage tests, asphalt testing, i.ack-fill and compaction, sand cone testing as well. :-•--�, X15 Nla ,Eoa Bergeson Elementary School, Ladera Manch Middle School, Allso Niguel High abuco Canvor CA I San Juan Capistrano CA Soils Technician I Laboratory Manager Performed geotechnical review, #200 sieve wash, Atterberg limits, gradation, trench backfill. Soils Technician / Laboratory Manager Performed gradation, asphalt testing, maximum density, & compaction tests. Laboratory Manager Koury supported the City with deputy inspections for concrete, reinforcing steel and welding and materials testing for existing generator pad, remove existing concrete generator pad existing generator, removal of existing unit and associated items, existing day tank, removal of the existing tank, piping, valves, existing pump No.6, removal of existing air supply dud, removal and/or modify as required. New Generator, New Fuel Tanks - A fill and storage tank(s) with a combined volume to meet 72 -hours of generator operation. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouryengirieerWQ.com page 32 ��URy Albert Buffet ENGINEERING — Soils inspector I Grading Depaty Inspector a TESTING, INC. PROFESSIONAL FRoFiLE Mr. Buffet has over five years of experience. He has extensive experience of laboratory soils testing and on site geotechnical services and drilling. While on site, he ensures that design drawing and specified building codes are foil owed. He is a certified nuclear gauge specialist, ICC soils (EC), ACI Field 1, ASTM, and CalTrans specialist. Mr. Buffet provides inspection and observation for soils: masonry and concrete. He has performed the sampling and testing of materials as required for each specialty and project. Albert is able to perform soil classification, grading, trenching, mixing. paving, coring, environmental testing, and traffic control. Soils Investigations "Conducting drilling operations' staking boring locations, arranging digalert and drill crew. complete field and digital boring logs, perform SPT, CD, and Bulk Samples. RELEVANT PROJECT Years of Experience: City of Bell j Street Rehab 13/14 and Intersection Mods at Gage/Walker Bell, CA 5+ Geotechnical Monitoring Education: Geotechnical - Soils Technician Responsible for sample pick up for materials/ Bachelor of Science in soils sample testing, reported on-site for onsite materials observation and Geology; California State inspections_ University - Northridge - 2014 Aly of Bell I Street Rehab 13/14 and Intersection Mods at Gage/Walker Registrations/ ,Bell, GA Certifications: Geotechnical Monitoring ICC- Grading Geotechnical - Soils Technician Responsibie for sample pick up for materials! soils sample testing, reported on-site for onsite materials observation and Irvine: Reinforced Concrete inspections. Los Angeles: Grading Long Beach: Driven Piles Geotechnical Monitoring CTM: 105, 106, 201, 202, Geotechnical - Soils technician for material observation, and testing during 206, 207, 2016, 217, 226, construction of street rehab, asphalt concrete, slurry seal, PCC, compaction 227.231 testing of soil and base materials. ICC Soils: 20162020 Cal Trans Testing: 206, 216, 2014 -Present ACI Field 1: 20152020 40HR HAZWOPER Training Nuclear Gauge Certified: 20152020 TWIC -ity of Corona I nutterfield Fark Lighbit-q Suiis itw si .gation j Corona. 4 Geotechnicai Monitoring Geotechnical - Soils technican for material observation and testing during construction_ Orange County SanIT81ion L r 7 'i i i4�e-�sz Sludge Uewaitenng Ordor Control & J-110 Finmal L. --at Sampler & Building Area Upgrades Huntington Beach, CA Geotechnical Monitoring Soils technician provided inspections for base compaction testing located on the southeast comer of plant 2 along the Santa Ana River Trail - and asphalt testing. Also provided compaction testing on the connecting tunnel on the subgrade. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - www kou yengkieering.com page 33 KOUR�r ENGINEERING B TESTING, INC. P'ROJECTEXPERIENCE ..,, ge Geotechnical Monitoring Geotechnical - Soils technican drove to the job site, picked up samples according to the mix, assisted with laboratory materials testing. —,.y AT I-GrOnd I tr1tFU5 • r,... 1 ........,d, Ct Geotechnical Monitoring Geotechnical - Soils technican for monitoring of soils compaction for the consduction of a Manufactured building. Lona Beach Citv College ( Liberal Arts Campus Building C Modernization CA Geotechnical Monitoring Soils technician provided compaction testing on the bottom of the utility trench prior to bedding material placement and compaction testing for the bottom of duct trenches prior to slurry. Geotechnical Monitoring Soils tech onsite for caisson observation, drilling. Cit+ of EI Secunda Richmond Street Improvements Project I EI Segundo. CA Geotechnical Monitoring Sample pick up of subgrade and base for max density. Need sample of CMB material and asphalt. Al; • Gaae Avenue Improvement and Soils Investigaetivn Project j iatH (4. Project Engineer This project consisted of Pavement Investigations, Street Resurfacing and PCC pavement. Observation of placement of CAB and subgrade. Geotechnical Monitoring Geotechnical inspector onsite to observe the deep soil mixing activity and the pile driving coring operations as well as compaction testing for utlity trench backfill 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouryengineering.com page 34 On -Call Geotechnical Investigation and Construction Material Testing Services SECTION 11.3 Project Experience 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - wwwkouryengineering.corn page 35 On -Call Geotechnical investigation and Construction Material Testing Services PROJECT EXPERIEM Koury Engineering & Testing, Inc. has over 20 years of experience (since 1992) performing Materials and Soils inspection and Testing Services, as well as Geotechnical Engineering Services, for cities and municipalities throughout Southe- n Califomia. Below are past projects that detail our experience. .,/E i CURRENT ON-CALL AGREEMENTS WITH LOCAL MUNICIPAL; L LLL r City of Brea - Public Works Department ( Not to exceed $50,000 Scope: Materials and Soils Testing for various capital improvement projects City of Corona - Departi If Water and Power ( NTE $600,000 1 Since 2009 Scope: Materials Testing, Inspection, and other Geotechnical Services ihx City of Moreno Valley - Capital improvement; Proieu-is I ivux to exceed $350,000 Scope: Materials Testing and Geotechnical Engineering County of San Beri.ardinu -Architecture & Engineering DepL I NTE $750,000 Scope: Materials Testing, Inspection, and other Geotechnical Services - - F , County of Los Angeles - Department of Public Works I NTE $2,000,000 ( Since 2014 Scope: Building inspections Orano County Sanitation District I Not to exceed S 325,0001 Since 2013 Scope: Materials Testing, Inspection, and other Geotechnical Services City of Anaheim - Public Works Projects p Scope: Geotechnical Engineering City of Norwalk - Road Rehabilitation Projects { Scope: Materials Testing and Geotechnical Engineering • j;7 City of Santa Monica, City of Beverly Hills, City of Riverside, City of Bell, City of Pomona, City of Irvine, City of Torrance, City of Cerritos, City of South EI Monte, City of Lake Elsinore, City of Long Beach, Port of Long beach, Central Basin Water District, and more. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - wwwkouryengineering.eom page 36 Qn-Call Geotechnical Investigation and Construction Material Testing Services City of Bell Street Improvement and Slarry Seal Project 20/4/2015 Bell, CA Project Description: The City of Bell needed our services for projects that consisted of street resurfacing, reconstruction and slurry seal various streets. This is to assist in the $240,000 street rehabilitation project in various streets. Project ScopE Koury has performed pavement investigations, material observation, and testing during construction of street rehab, asphalt concrete, slurry seal, PCC, compaction testing of soil and base materials. Street Slurry Seal + (2' Grind & Overlay): Bear Ave between Gage Ave and Randolph St + (1,456 SF of Grind and Overlay), Gifford Ave between Gage Ave and Bell Ave + (576 SF of Grind and Overlay). King Ave between Florence Ave and Weik Ave, Nevada St from Wilcox Ave to end + (280 SF of Grind and Overlay). Palm Ave between Gage Ave and Randolph St, Woodward Ave between Weik Ave and Gage Ave + (16,924 SF of Grind and Overlay). Street Reconstruction (Full depth): Alamo Ave between Acacia St and Bell Ave and PCC Replacement: River Dr between Randolph St and Gage Ave (791 SF). "Z..1714141 o ..iJ000 Client: City of Bell Contact: Kevin Ho (323) 4634100 Project Duration: Mar 2015 - Dec 2015 Contract Value: $11,027.36 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • wwwkouryengineerirg.com page 37 On-Ca11 Geotechnical Investigation and Construction Material' Testing Services City of Bell Street Rehab 13114 and intersection plods at GagefWalicer Bell, CA Project Dec -^^-';^- The project consisted of street rehabilitation in various locations in City of Bell. The construction included road construction, and concrete PPC paving. The geotechnical aspects of this project consist of rough grading, road excavation and compaction, asphalt paving over compacted base, subgrade preparation, and AC resurfacing. Project Scope: For this project, we -observed and tested compaction of asphalt paving, soil laboratory testing on retained samples, R -Values testing, expansion index, maximum dry density, moisture content, mix design for concrete, concrete placed atthe project site for reinforcing steel and a final document Client: City of Bell Contact: Kevin Ho (323) 463-4100 Project Duration: March 2014 - Nov 2015 Contract Value: $20,095.00 Bell, CA Client: City of Bell Project Description: Contact: The project consisted of street rehabilitation, resurfacing and PCC Kevin Ho Pavement from Wilcox Avenue to River Drive in the City of Bell. (323) 463-4100 Project Duration: Oct 2015 - Feb 2016 Project Scope: For this project, Koury provided Pavement Investigations, Material Contract Value: Observation and Testing during construction_. $9'643 .00 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 • www kouryengineering.com page 38 On-Call Geotechnical investigation and Construction Material Testing Services hQ1 City of Bell Gage Avenue Improvement - Solis Investigation Bell, CA Client: City of Bell Project Description: Contact: City of Bell will rehabilitate and reconstruct GageAvenue between WilcoxAvenue Kevin No to the LA River Bridge. The City of Bell wants to obtain additional information (323) 463-4100 regarding the lateral extent of the concrete base below the asphalt cap. Protect Duration: Project Scope: April 2016 - Current Koury Engineering performed a site reconnaissance to observe existing Contract Value: conditions and select proposed core locations. Lane closure was necessary $5,300.00 for the coring exploration work. Koury also provided traffic control based on the Work Area Traffic Control Handbook (WATCH Manual). Project Scope: We provided materials and soils laboratory testing. For this project we performed moisture content, grain -size distribution and #200 sieve wash for soil classification, R -Value Testing. We performed a background of soils review, and provided temporary traffic control per the Work Area Traffic Control Hanbook, we also performed a field exploration. All of these testing conclusions were published in a soils investigation for the City of Bell on February 28th, 2014. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouryengineering.com page 39 Client Bell, CA City of Bell Project Description: Contact: Kevin No The City of Bell rehabilitated and reconstructed multiple streets. The work included (323) 463-4100 street resurfacing grinding and overlay, conventional asphalt concrete overlay, rubberized asphalt The streets that needed to be reconstructed were: Gifford Project Duration: Avenue between Bell Avenue and Brompton Avenue, Mayflower Place from Feb 28, 2014 MayfloweAvenue to Cul-de-sac, Wsik Avenue westerly from Vinevale Avenue to Cul-de-sac, and Southhall Lane between Wilcox Avenue and Sherman Way. Contract Value: $9,000.00 Project Scope: We provided materials and soils laboratory testing. For this project we performed moisture content, grain -size distribution and #200 sieve wash for soil classification, R -Value Testing. We performed a background of soils review, and provided temporary traffic control per the Work Area Traffic Control Hanbook, we also performed a field exploration. All of these testing conclusions were published in a soils investigation for the City of Bell on February 28th, 2014. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouryengineering.com page 39 =OnCallGeotechnical Investigation and Construction Material Testing Services City of Riverside Iowa Avenue Grade Separation Riverside, CA Project Description: Construction of an overhead grade separation at the Burlington Northern Santa Fe (BNSF) San Bernardino Subdivision (SB SUB) mainline at Iowa Avenue in the City of Riverside. Iowa Avenue will be raised over the BNSF railroad between PalmydtaAvenue and Spring Street. The projectwill require modifications to the existing intersections of east and west Citrus Street with Iowa Avenue. Citrus Street east will be slightly modified to accommodate the new raised roadway and will include an access road under the bridge to maintain access to the property located at the southwest quadrant of the railroad and Iowa Avenue crossing. Project Scope: Koury performed quality assurance testing, compaction testing, sieve analysis, asphalt testing, concrete cylinder compression tests for all structure concrete used for pads & footings, bridge columns and superstructure, retaining wall, and miscellaneous epoxy bolts & anchor systems and various other materials such as steel reinforcing connections. All testing results was itemized and a written report provided for each test result. When the project was completed a final geotechnical observation report was prepared and provide to the Resident Engineer for the project flies. PUBLIC UTILITIES Owner. City of Riverside Client: Hill International Contact: Ivan Benavidez Project Manager (909) 203-3589 Project Duration: Oct 2012 -Dec 2013 Contract Value: $250,000.00 Construction Value: $32 Million 19-0205 Koury Engineering, Inc. - Chino- CA (909) 606-6111 - wwKkouryengineering.com page 40 On -Call Geotechnical investigation and Construction Material Testing Services Citv of Santa Monica On -Call Deputy Inspection Santa Monica, CA Koury supports the City with registered engineers and quailed inspection staff to ensure quality testing and inspection on projects throughout the City of Santa Monica. Under the On -Call contract, Koury provides all materials and testing inspection as well as geotechnical monitoring, soils investigations, and testing. "—`-- Avenue & Marine Street Reconstruction Project Santa Monica, CA Client: Santa Monica, CA City of Santa Monica Project Description Contact: Major Projects worked on under the City of Santa Monica On -Call contract Rick Valte include: Robson Ave & Marine St. Reconstruction, Palisades Garden Walk & Project Engineer Town Square project, City Wide Percolation Testing. The perclation testing test (310)45M234 sites are primarily in the streets, alleys, and parkways_ Some areas required traffic control. Percolation tests range from one single test to multiple tests to be Project Duration: performed in one day. Oct 2008 - Nov 2012 Project Scope Constriction value: Percolation tests generally includes soils classification tests and gradation., $421,327.00 other than gradation there will be atterberg limits and #200 sieve wash. When and Drainage Site Review the amount of fines in the soil is significant, hydrometer testing is also performed. Contract value: Ctiert; City of Santa Monica Santa Monica, CA Contact: Chris Lee Project Description: Asst. Bldg Official (310) 458-2201 The City of Santa Monica required an on-call geotechnical contract for Geotechnical Engineering Contract Duration: and Report Review, Seismic Hazard, and Mitigation May 2012- June 2015 Analysis Specialized Engineering Evaluation Grading and Drainage Site Review Contract value: $70,000.00 Project Scope: On call, geotechnical review of reports submitted city of by developer's consultants/engineers for the City of Salntm MOM ica® Santa Monica Building & Safety Division. 19-0205 Koury Engineering, Inc. • Chino. CA (909) 606-6111 • www.kouryengineering.com page 41 LZOn-Call'Geotechnicaf Investigation and Construction Material Testing Services City of Santa Monica On -Cali Services. continua City Wide Percolation Testing Client_ City of Santa Monica Santa Monica, CA The project consists of constructing a seven acre municipal park on the land Civil Engineer Contact: Project Description rojProject Prct lleP Engineer The test sites are primarily in the streets, alleys, and parkways. Some areas (310) 458-8234 required traffic control. Percolation tests range from one single test to multiple several on grade one story structures. tests to be performed in one day Project Duration: $199,436.00 March 2012- Feb 2015 Project Scope Contract Value: Percolation tests generally includes soils classification tests and gradation, $63,325.00 other than gradation there will be atterberg limits and #200 sieve wash. When the amount of fines in the soil is significant, hydrometer testing is also performed. eansades fjaroen walk - On Call Services cont r,,<;c�. Client Santa Monica, CA City of Santa Monica Contact: Project Description Chris Lamm The project consists of constructing a seven acre municipal park on the land Civil Engineer west of the City Hall Building within the Civic Center Campus. This area will also (310) 625-1213 consists of a six acre Palisades Garden Walk west on main street and a one acre Project Duration: Town Square in front of the City Hall Building. project includes landscaping and March 2012- Dec 2015 several on grade one story structures. Contract value: eject Scope $199,436.00 Geotechnical aspects of this project include grading, utility trench backfill, subgrade, aggregate base, and asphalt concrete (AC) Paving. All testing will comply with the projects requirements specifications, and geotechnical report. r'Ir .,._ cr 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - www.kouryengineering_com page 42 Qn-Call Geotechnical Investigation and Construction Material Testing Services � I Citv of Brea On -Call Seri Brea, CA Koury Engineering has ani On -Call Contract with the City of Brea for geotechnical and materials and testing services including geotechnical monitoring, soils testing and investigations, and various materials and testing services. --,.,uert Road Rehab r,.,.. . Brea, CA Prolect Description: The City of Brea (COB) is planning to improve Lambert Road in conjunction with applying for State and Local Partnership Program (SLPP) grant funds through the Orange County Transportation Authority. In accordance with the SLPP program guidelines, the roadway rehabilitation improvements shall extend its pavement life for a 15 year period. Prof.c.-t Scopi (Geotechnical Engineering and Geology Report) Structural investigation and pavement analysis for the street rehabilitation of Lambert Road from Tamarack Avenue to State College Boulevard. Services included pavement deflection testing along existing pavement on the roadway, pavement core sampling within the existing roadway, laboratory testing and issuance of the final report. 19-0205 Koury Engineering, Inc. • Chino, CA Client: City of Brea Raul Lising (714) 671-4450 Project Duration: Oct 2011 - July 2012 On -Call Contract Value: $13,000.00 Construction Value: $31.3 Million (909) 606-6111 • vm w kouryengineering.com page 43 t?n-Call Geotechnical Investigation and Construction Material Vesting Services City of Brea On -Cali Services, continued... Puente Street -Project No. 7289 Brea, CA elect Description: 11111111W -0 Rehabilitation of the existing asphalt pavement on Puente Street from Central Avenue to Lambert Road. The curb access ramps were also modified at the intersection curb returns in accordance with the latest ADA requirements. Concrete sidewalks were also replaced. ,r.olect bcope: Observation and testing of soils, observation and testing of asphalt during construction, inspection of PCC and concrete install inspection, concrete cylinder conpression testing, and geotechnical laboratory testing including max density and AC Marshall. Brea, CA Project Description: The project will enhance the flow of traffic along Central Avenue in the eastbound direction by adding a dedicated eastbound right turn lane at the intersection of Brea Boulevard. The additional right-of-way needed forthis improvement has been dedicated as part of the development at the southwest comer of the intersection. The project will also widen the south side of Central Avenue west of Brea Boulevard to provide a dedicated eastbound right tum lane. The improvements include modification of the traffic signal and reconstruction of sidewalks, curb and gutter and curb access ramps at the southwest comer of the intersection. Project Scope: Koury provided testing of the subgrade, aggregate base and asphalt concrete. Client: City of Brea Raul Using (714) 671-4450 Project Duration: Jan 2013- May 2013 Contract Value: $2,000.00 19-0205 Koury Engineering, Inc. • Chino. CA (909) 606-6111 • wwKkouryengineering.com page 44 On -Call Geotechnical Investigation and Construction Material Testing Services • 1 Merced Ave Street Improvements South EI Monte, CA Owner. City of South EI Monte Project Descriptit— Contact: Project consists of improving about 1,300 feet of Merced Jaun Platero Avenue. The asphalt pavement improvements include cold milling one inch of except for a 7 -foot wide `4 0 Protect Coordinator (626) 652-3110 pavement ' stripby the curb where the milling will progress from 31/8Q � Project Duration: from inch deep by the curb to one inch about 7 feet away" - Oct 2012- Dec 2012 the curb. The milled area will be replaced by 1 1/2 inch of leveling base course asphalt and a 2 inch overlay of �`+�M Contract Value: rubberized asphalt. . _ $7,000.00 Koury's Scope: The geotechnical and material testing aspects of this project consist of subgrade preparation, asphalt layout and concrete casting. #P.L"client ,Arec�p City of Torrance Torrance, CA u f' Contact: Project Description: Craig Bilezerian Construction of a new four -lane roadway (Del Amo Blvd)Py Engineering Manager between Crenshaw Boulevard and Maple Avenue and the (310) 618-3054 widening of an existing segment of Del Amo Boulevard Project Duration: between Maple Avenue and Prairie Avenue. Construction also includes a new March 2011- Dec 2012 bridge over the BNSF Railway's mainline tracks, MSE retaining walls, drainage improvements, relocation of railroad spur track and reconstruction of affected Contract value: off-site facilities. $108,325.00 Project Sc . Koury provides supplemental construction staff to support the City, including Construction Inspection Services on a full-time basis, Deputy Inspections on Structural Aspects and Construction Contract Administration Services. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - www.kouriengineering.com page 45 -T IQnyCall Geotechnical investigation and Construction Material Testing Services Thousand Oaks, CA Project vescriiption: Project consists of the construction of a new bus fueling station with alternative fuel, Compressed Natural Gas (CNG), a new Household Hazardous Waste (HHW) collection facility, and expanding the existing Administration Annex Building. Project Scopr Th�u�and ;C?�ks Client: Vanir Construction Management Contact: Mehdi Heydari (213)923-2517 Project Duration: Nov 2012- May 2014 Koury provides construction inspection ana material testing for concrete, masonry, structural steel in the shop and field, Construction Value: diaphragm roof nailing, and non-destructive testing. $6-4 Million s. eand i Norwalk, CA �. City t7f Project Description Alhambra This project included the street rehabilitations in various locations throughout the City of Alhambra. The construction included road and concrete PCC paving. Client: Project Scope City of Alhambra Koury Geotechnical Services provided geotechnical technicians to observe rough Contact. grading, road excavation and compaction, asphalt paving over compacted base, Amanda Eitel and subgrade preparation. P.W. Engineering Techni- cian (626) 570-5062 Project Duration: Feb 1, 2015 - Feb 29, 2015 Contract Value: $10,000.00 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 • wwwkouryengineering.com page 46 19-0205 Water District Project Koury works closely with many cities and municipalities on projects concerning water transmission, and water line relocations. Below is a list of some of our recent experience in this field: Project Scope: Koury will perform a subsurface exploration for the proposed recycled 24 -inch diameter water line to be located in Fairford Avenue, Buell Street and Dollison Drive in Downey and crossing under the 1-5 Freeway and extending to On- and Day Road, Santa Fe Springs, California. _ MY Of Santa Fe Springs, CA S/ NTA R SPR�NGS Project Description: !i]`IFI 3 II u] The Central Municipal Water District installed approximately 2,346 feet of 24 -inch diameter CLM+C water pipeline and ancillary facilities within Fairford Avenue, %AI * f11w1R e— t-1vestigation and Soils Testing Buell Street, Dollison Drive, and 1-5 Freeway in the City of Downey and in Orr and Client Downey/Santa Fe Springs, CA flF o6q, Central Basin Municipal Contact_ A Water District Project Description: � `� contact The Central Municipal Water District plans to install and the remainder of the pipe will be installed through an open cut. Richard Ruyle, P.E. approximately 2,346 feet of 24 -inch diameter CLM+C water Project Duration: Pacifica Services pipeline and ancillary facilities within Fairford Avenue, Buell Koury will perform a subsurface exploration for the proposed recycled 24 -inch Project Duration: Street, Dollison Drive, and 1-5 Freeway in the City of Downey -rte Oct2012 - Dec 2012 and in Orr and Day Road in the City of Santa Fe Springs. The Day Road, Santa Fe Springs, California. pipe invert will generally be located at a depth of about 6 to 8 Contract Value: feet below the pavement surface except for the blow -off and Of $7,700.00 under the Caltrans right of way. At the blow -off, the pipe invert h1_�� will be about 12 feet below the existing pavement and under the A 1-5, it will be about 18 feet. For the 1-5 crossing, it is proposed to install the pipe using a bore and jack method and the remainder of the pipe will be installed through an open cut. Project Scope: Koury will perform a subsurface exploration for the proposed recycled 24 -inch diameter water line to be located in Fairford Avenue, Buell Street and Dollison Drive in Downey and crossing under the 1-5 Freeway and extending to On- and Day Road, Santa Fe Springs, California. _ MY Of Santa Fe Springs, CA S/ NTA R SPR�NGS Project Description: !i]`IFI 3 II u] The Central Municipal Water District installed approximately 2,346 feet of 24 -inch diameter CLM+C water pipeline and ancillary facilities within Fairford Avenue, Client: Buell Street, Dollison Drive, and 1-5 Freeway in the City of Downey and in Orr and Central Basin Municipal Day Road in the City of Santa Fe Springs. The pipe invert will generally be located Water District at a depth of about 6 to 8 feet below the pavement surface except for the blow -off Contact_ and under the Caltrans right of way. At the blow -off, the pipe invert will be about Richard Ruyle, PE 12 feet below the existing pavement and under the 1-5, it will be about 18 feet. For Pacifica Services the 1-5 crossing, it is proposed to install the pipe using a bore and jack method (626) 808-1909 and the remainder of the pipe will be installed through an open cut. Project Duration: Project Scope: Sept 2012- Feb 2013 Koury will perform a subsurface exploration for the proposed recycled 24 -inch Contract Value: diameter water line to be located in Fairford Avenue, Buell Street and Dollison $7,000.00 Drive in Downey and crossing under the 1-5 Freeway and extending to Orr and Day Road, Santa Fe Springs, California. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 • www.kouryengineen*ng.com page 47 -T --N On -Call Geotechnical Investigation and Construction Material Testing Services Koury Engineering has an On -Call Contract with the City of Corona for geotechnical and materials l and testing services including geotechnical monitoring, soils testing and investigations, and various Nig materials and testing services. uarr' El Cerrito Road Sewerllne Replacement Corona, CA Client: City of Corona Contact: Gene Sihvas (714)906-2185 Project Duration: Aug 2012- Sept 2012 Contract Value: $30,768.00 Construction Value: $500,000.00 Proiect Descriptior Relocate existing sewerline main as requested by the Riverside County Economic Development Agency. The existing 8 inch sewerline will be upgraded to a 12 inch upon relocation. rrvteGL acupe: Koury has a current on-call contract with the City of Corona's Department of Water and Power to assist with the $16,676,606.00 for Water Capital Improvement Projects. Koury performed observation and testing of backfill and base material on this project. Corona, CA i-rolecL vescription- Project consists of irrigation removal, installation of new irrigation valves, verification of drip irrigation, and inspection of plants. Project Scope: Koury provide soils monitoring throughout the duration of the project. 19-0205 Koury Engineering, Inc. • Chino, CA Client: City of Corona Contact: Carolyn Appelt (951)279-3620 Project Duration: April 2012 -July 2012 Contract Value: $13,600.00 (909) 606-6111 • www.kouryengineering.com page 48 On -Gail Geotechnical Investigation and Construction Material Testing Services Availability of Staff 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouryengineering.com Page 49 uOn-Call Geotechnical Investigation and Construction Material Testing Services STAFF AVAILABILITY Koury's proactive management style allows our team to work simultaneous projects without impacting construction schedules. Based on our current workload, our key staff has on average more than 85% availability to the City of San Bernardino. Our designated Field Inspectors and Technicians will be available immediately for this project, capable of having 100°x6 commitment to the project construction, even while completing other project work. The response time from Koury to the City will be prompt and attentive. Our team understands construction is dynamic and has procedures in place to accommodate urgent and last minute requests. Should we be selected, we anticipate completing all tasks in accordance with the project schedule. Through our staffing management and large pool of inspector and technicians, we will be able to fulfill all of the City's requirements. We understand the need to deliver the project on time and the cost of standby equipment on site. Koury's large base of professionals allows us to be responsive to client requests and to successfully complete all project tasks according to schedule. Our present and expected work load is such that there are more than a sufficient number of personnel that can be assigned to complete services for any size project. Currently, we have a pool of highly qualified inspectors who have 100% availability to select from once the project begins. Our backlog for our staff is at 50 percent of current capacity and we have the resources to double our active dispatch log. We assign inspectors and the professional staff capable of covering the complete scope of work, quality assurance, and geotechnical inspections. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - www.kouryengineering.com page 50 Key Personnel Project Role Senior Project Manager WorkToad Current 20% .- 80% B. Roy: P.E., G.E_ Principal Geotechnical Engineer 50% 50% pBridgetherman esmani, P.E. Senior Engineer 30% 70% ajeran Project Managing Engineer 30% 70% Greg Ginther Managing Geotechnical Engineer 10% 90% Raymond Roblero Executive Operations Manager 10% 90% Mathew Perry Laboratory Manager 50% 100% Soils Technicians Field Staff N/A 100% Deputy Inspectors Field Staff N/A 100% We understand the need to deliver the project on time and the cost of standby equipment on site. Koury's large base of professionals allows us to be responsive to client requests and to successfully complete all project tasks according to schedule. Our present and expected work load is such that there are more than a sufficient number of personnel that can be assigned to complete services for any size project. Currently, we have a pool of highly qualified inspectors who have 100% availability to select from once the project begins. Our backlog for our staff is at 50 percent of current capacity and we have the resources to double our active dispatch log. We assign inspectors and the professional staff capable of covering the complete scope of work, quality assurance, and geotechnical inspections. 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - www.kouryengineering.com page 50 On -Call Geotechnical Investigation and Construction Material Testing Services Sub -Consultants 19-0205 Koury Engineering. Ina • Ct®no. CA (909) 606-6111 • wwwkouryengineering.com page 61 On -Gail Geotechnical investigation and Construction Material Testing Services SU"ONSULT! Koury Engineering & Testing, Inc. will be teaming with Cal-Pac Drilling for the potential drilling and sampling sr vices during geotechnical investigations. All oversight will remain within our own professional engineering team. For all other testing and inspection services, we will not be using any sub consultants unless the scope is broadened or requires a specialist not under our employ. 19-0205 Koury Engineering. Inc. - Chino. CA (909) 605-6111 - www.kouryengineering.com page 52 r On-call Geotechnical Investigation and Construction Material Testing Services Local Preference and Eligibility 19-0205 Koury Engineering, Inc. - China, CA (909) 606-6111 - www.kouryengineering.com page 53 Ori -Call Geotechnical investigation and Construction Material Testing Services LOCAL PREFERENCE AND ELIGIBILITY Koury is currently not recognized as a Local Business within the City of San Bernardino limits. However, our corporate office is located in the County of San Bernardino. Additionally, we have approximately 20 special inspectors that live within the City of limits of San Bemardino and have 17 active projects within the City of San Bernardino Our in-house Local Business Participation program allows us to continuously reach out to other Local Businesses to ensure that at least ten (1 D) percent of contracts for professional services be utilized and a fair chance is given to local engineering firms and businesses. We actively update our list of potential fines to partner with as we interact with various nearing firms in the business. Even if it is not required, our firm is known to subcontract out to other local consultants for specialty services that we are unable to provide for our clients. 19-0205 Koury Engineering, Inc. - Chino. CA (909) 606-6111 - www.kouryangineering.com page 54 On -Call Geotechnical Investigation and Construction Material Testing Services APPENDIX Acknowledgment of Addendum 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • wwwkouryengineering.com page 55 i 19-0205 PROPOSER'S CERTIFICATION AND ACKNOWLEDGMENT OF ADDENDA FOR GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAE. TESTING SERVICES The undersigned hereby certifies that I am an officer of the firm submitting the attached proposal and that I am authorized to submit said proposal on behalf of my firm. I hereby bind my firm to this proposal and state the following (if submitting a proposal): This offer stall remain valid for 90 days from the RFP dose date; and AU terms and conditions as set forth in this RFP slag apply to this offer, and In signing this offer, I warrant that all certifications and documents requested herein are attached and properly completed and signed; and I certify that t have received all addenda as indicated below and have incorporated the addenda in the attached proposal. Verification of Addenda Received Addendum No: i _ Received on: 2/14119 Addendum No: _ _ Received on: Addendum No: Received on: AUTHORIZED SIGNATURE: PRINT SIGNER'S NAME AND TITLE: Michele Shams CEO DATE SIGNED: 2120/19 COMPANY NAME $ ADDRESS: Kour} Engineering; & Testi%. Inc. 14280 Euclid Avenue Chino, CA 91710 _ PHONE: 19091606-6111 FAX: -(9091 606-6555 IF NOT SUBMITTING A PROPOSAL, PLEASE STATE REASON (S) BELOW: 119-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - www.kouryengkmring.com page 56 CITY OF SAN BERNARDINO Schedule of Prices for On -Call Geotechnical Investigations and Construction Material Testing February 21, 2019 ima e Annual Unit Description Unit Price Total Price 500 Compaction Testing (1 - 4 per site $350/each visit) including curves. $175,000.00 500 ea Compaction Testing (5 - 20 per site $250/each visit) including curves. $125,000.00 100 ea Compaction Testing (20+ per site visit) including curves. 10 set Concrete Cylinders (includes Jcollection, tests and report) 101 ea JAsphalt Extractions ea lAsphalt Compaction ea Soil Gradation/Screen Analysis hr Grading Observation hr Engineering Geological Investigation & Consulting ea Soil Boring to 15' $150/each $15,000.00 $610/each $6,100.00 $1,100.00 $110/each $110/each $2,200.00 $2,500.00 $125/each $120/hour $30,000.00 $190/hour $19,000.00 Project Basis N/A ea Pavement Bore (Asphalt) Project Basis N/A ea Concrete Core I-1—TOTAL ESTIMATED ANNUAL COST 3 Page 2 of 3 $250/each 1 $5,000.00 $380,900.00 SCHEDULE OF PRICES (Continued) ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES FOR THE DEPARTMENT OF PUBLIC WORKS In signing this offer, Proposer warrants that all certifications and documents requested herein are attached and properly completed and signed. Authorized Signature: Print Signer's Name: Bridget Sherman _ Title: Senior Project Manager Date Signed: 2/20/19 Company Name & Address: Koury Engineering & Testing, Inc. 14280 Euclid Avenue Chino, CA 91710 Phone: (909) 606-6111 Email: bridgets@kouryengineering.com Page 3 of 3 INSPECTORS $ 110.00 Per Hour Asst. Lab Technician---------------------------------------------------------•---------------------------...----------------•----......................-------•----. Materials Inspector (Concrete, Masonry, Structural Steel and Welding, Fireproofing, Shotcrete) ......................... $ 120.00 Per Hour Building Inspector (Wood Construction)............................................................................................................... $ 120.00 Per Hour BuildingInspector (MEP).....................................................................................•----•--------------......-----------------...... $ 120.00 Per Hour Specialty Inspector (Glu -Lam Beams/Trusses at Fab Shop/Med Gas(Add Specialty Inspections)-----------------_-- $ Quote Per Hour Soils Inspector (Soils, Asphalt, Piles)-.............•---••---............------------...---------------------------------------------------------- $ 120.00 Per Hour Soils Inspector (LA Deputy Grading Inspector)............................................................................................... $ 95.00 Per Hour NudearGauge Equipment ............. .............. ..................... ............... ............................................................................. $ 35.00 Per Day SoilsInspector Mileage ---•-••--•---•----•.............................................................•----------------------------------------------................ $ 0.75 Per Mile Soils Inspector Travel Time (portal to portal)................................................................................................................. Equal to Rate of Service NON-DESTRUCTIVE TESTING AND ADDITIONAL SERVICES Lab Technician - 1 man & equipment (Torque, Pull, Pachometer,Schmidt Hammer, Coring))-------------------------------------- $ 110.00 Per Hour Asst. Lab Technician---------------------------------------------------------•---------------------------...----------------•----......................-------•----. $ 85.00 Per Hour Non -Destructive Testing: UT, PT, MT-------------------------------------•-----------------------------...---------•--.......................------............. $ 115.00 Per Hour Ground Penetrating Radar-Technician....................................................................................................................... $ 250.00 Per Hour Utility Locating -Technician.................•--------------------------............------------------------------------------------.................------.......... $ 175.00 Per Hour Asst. Technician - (GPR and Utility Locating)---------------------------------------------------------------------------------------------------------------- $ 110.00 Per Hour RadiographyTechnician-----------------------------------------------------------------------------•----...-----------------------------------••---.................. $ 95.00 Per Hour RadiographyTruck------------------•-------------------------•--........---------------------------------•----..............--•--•............------............. $ 195.00 Per Shift RadiographyFilm-----------------------------------------------------------------------------------------------------------------------------------•---......... $ 0.15 Per Sq/In Non -Destructive Testing: Couplant and Dye Penetrant................................................................................................. $ 60.00 Per gallon Parking(f necessary)------------------------------------------------------------------------------------------------------------------------------------------------ $ Cost Plus 20% TravelTime-----------------------------------------------------------------------------------------------•-----------•--------------...................... $ Equal to Rate of Service Mileage.............................................•----•--...----------............-•----------------------------------............................ $ 0.75 Per Mile FIELD EQUIPMENT CHARGE AND CONSUMABLES Equipment- Torque Wrench......................................................................... ___ ...................................................... $ 65.00 Per Day Equipment - Skidmore Bolt Tension Calibrator.............................................................................................................. $ 150.00 Per Day Equipment - Skidmore Bott Tension Indicator..................................-........------------......................................----------..... $ 65.00 Per Day Equipment- Multiplier ........ ................................................................................................................................ $ 15.00 Per Day Equipment- Schmidt Hammer................................................................................................................................... $ 40.00 Per Day Equipment- Dry Film Thickness Gauge ........................ ............................. ....................................................... :.......... $ 40.00 Per Day Equipment- Non -Shrink Grout Mold 2" Cube.......................................................... ............................................... ..... $ 25.00 Per Day Equipment- Slab Moisture Test Kit (Per Kit)................................................................................................................ $ 35.00 Per Day Equipment- Tile Test Kit (Per Kit)................................................................................................................................. $ 35.00 Per Day Equipment - Unit Weight Kit: scale, bucket, plate, mallet, rod...................................................................................... $ 20.00 Per Day Equipment -Air -Entrainment ........................................................................................................................................$ 20.00 Per Day Equipment- Windsor Probe----------------------------------------------------------------------------------------------------------------------------------------- $ 15.00 Per Day Equipment -Truck Charge------------------------------------------------------------------------------------------------------------------------------------------• $ 55.00 Per Day Equipment- Epoch------------------------------------------------------------------------------------------------------•----------......----------------......... $ Quote Per Day Equipment-Coring---------------------------------•------------...----.....----------------------...........-•----------------------------................------. $ Quote Per Day Equipment - Relative Humidity Probes------------------------------------------------------------------------------------------------------------------------- $ 55.00 Per Probe IsotopeDepletion 314 ......................................... =...................................................................................................... $ 18.00 Each HazardousWaste Disposal ................. .........................................................................................•---....................------... $ 15-00 Each 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 ...................................................................................................................... $ 500.00 Per Hour Saturday Laboratory Operations per hour..................................................................................................................... $ 500.00 Per Hour Sunday or Holiday Laboratory Operations per hour...................................................................................................... $ 750.00 Per Hour Pick Up Sample Trip Charge (2 hour minimum)............................................................................................................ $ 75.00 Per Hour After Hours Pick Up Sample Trip Charge...................................................................................................................... $ 100.00 Per Hour 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 • www.kouryengineering.com page 1 ASTM Physical Characteristics SOIL AND AGGREGATE C29Unit Weight .............................................................................................................................. $ 70.00 Each D4829Expansion Index----••-----•-------------------------------------------------------------------------------------------------------- $ 150.00 Each C117, D1140 #200 Wash----•-•....................................................................................................................... $ 100.00 Each C136 Particle -Size Distribution -"Sieve" Analysis (retained on # 200 sieve) ................................... $ 125.00 Each D1140, D422 Particle -Size Distribution - Sieve Analysis + Hydrometer Combined ...................................... $ 210.00 Each D4318 Atterberg Limits.............................................................................•----------------......................... $ 160.00 Each D2435Consolidation ........................................................•----------------------------------------------................... $ 195.00 Each D2419, CTM 217 Sand Equivalent Value of Soil and Fine Aggregate (Set of Three) ......................................... $ 105.00 Each Set C127 Specific Gravity and Absorption (Coarse Aggregate)-------------------------------------------------------------- $ 125.00 Each C128 Specific Gravity and Absorption (Fine Aggregate).................................................................. $ 170.00 Each D854 Specific Gravity (Soil) .............................................................................................................. $ 125.00 Each D2216 Moisture Content..................................................................................................................... $ 25.00 Each D3080 Direct Shear (3 Points).. ............ _ ... _ ...... ............ .................................................................. $ 265.00 Each D3080 Direct Shear Remolded sample (3 points).............................................................................. $ 320.00 Each D1557-A,B Maximum Density ................................................................................................................... $ 200.00 Each D1557 -C Maximum Density ............ .• • ..-....--- ..... ...._..--....-..--•-••---•---•------- .................... $ 210.00 Each D2844, CTM 301 R -Value (3 Points) ................................................................................................................... $ 300.00 Each CTM 229 Durability Index (coarse)--------------------------------------------------------------------------------------------------------- $ 375.00 Each CTM 229 Durability Index (fine)-------------------------------------------------------•----------...-------------••---....................... $ 375.00 Each C142 Clay Lumps & Friable Particles............................................................................................... $ 120.00 Each D3744, CT 229 Durability Index for Coarse Aggregates.................................................................................. $ 375.00 Each CHEMICAL PROPERTIES CTM643 Resistivity ................................................................................................................................ $ 75.00 Each CTM643 pH..............................•-----------------------------------------------------------------•-•-----....--............................. $ 60.00 Each CTM417 Sulfate..................................................................................................................................... $ 60.00 Each CTM422 Chloride ................................................................................................................................... $ 60.00 Each CTM 643, 417, 422 Corrosivity Series .................................................................................................................... $ 185.00 Each ASPHALT CONCRETE C192 Review of Existing Mix Design................................................................................................ $ 175.00 Each D136 Gradation of Extracted Sample............................................................................................... $ 70.00 Each D1188 Unit Weight - Molded Specimen or Cores.............................................................................. $ 70.00 Each D2726, D6926 Compacted Maximum Density - MARSHALL......................................................................... $ 210.00 Each D5581 Field Mix - Marshall - Stability Per Point................................................................................ Quote CONCRETE C39 Concrete Cylinders Compression Test (6" x 12").................................................................... $ 32.00 Each C469 Concrete Cylinder Compression Test with MOE (Modulus of Elasticity) -------------------------------- $ 350.00 Each C495 Lightweight Fill Concrete (3" x 6")........................................................................................... $ 32.00 Each C42 Concrete Cores, 6" Max. Diameter, w/ Core Trim................................................................... $ 45.00 Each G42 Shotcrete Cores, 6" Max. Diameter, Including Core Trim . ...... ........ ......... ..................._--------- $ 45.00 Each C42 Gunite Cores, 6" Max- Diameter, Including Core Trim ...................... :...... :.............................. $ 45.00 Each C157 Grout Shrinkage (3 Bars - Four Readings, Up to 90 Days)... ................................................. $ 250.00 Set C567 Unit Weight of Hardened Light Weight Concrete.................................................................... $ 75.00 Each C567 Unit Weight of Hardened Light Weight Concrete (Oven Dry)-------------------------------------------------- $ 100.00 Each C567 Equilibrium Density of Hardened Light Weight Concrete -------------------------------------------------------- $ 150.00 Each C684 Rapid Cure Concrete Cylinders (Boil Method)........................................................................ $ 75.00 Each C157 Drying Shrinkage (3 Bars - Four Readings, Up To 90 Days) ------------------------------------------------- $ 250.00 Set C495 Lightweight Fill Concrete Density ............................................................................................ $ 35.00 Each C138 Density (Unit Weight) of Concrete........................................................................................... $ 30.00 Each Set C173 Air Entrainment Test (Volumetric Method)............................................................................... $ 35.00 Each Set C231 Air Entrainment Test (Pressure Method - Non Lightweight Aggregate)---------------------------------- $ 35.00 Each Set C78 Flexure Test 6" x 6" Beams.....................................................•----------------------------------------------- $ 85.00 Each C496 Splitting Tensile 6" x 12" Cylinders ............................................................_-.--.............-----...... $ 85.00 Each F1869 Measuring Moisture Vapor Emission Rate........................................................................... $ 35.00 Each F2170 Relative Humidity Probe......................................................•--..............---................................ $ 55.00 Each A615Chemical Analysis.........................................•------------•-----------.................................................$ 300.00 Each F2170Relative Humidity .............................................•--•-------...........................---------------------------...... $ 55.00 Each C42 In Laboratory Core Cutting...............................................................................•---------------....... $ 50.00 Each MASONRY BLOCK C780 Mortar Cylinders (2" x 41 .......... :................. ..------------------------------------------------------------------------- $ 40.00 Each C109Mortar Cubes (2" x 2'-•...............................................................................•----------------------..... $ 40.00 Each C1019 Grout Prisms (3" x 6")....................................................................................................•----._ $ 40.00 Each C1314 Grouted Prisms Compression (Masonry Assemblage) Test <_8" x 8" x 16" ............................. $ 195.00 Each 19-0205 Koury Engineering, Inc. - Chino, CA (909) 606-6111 - www.kouryengineering.com page 2 C1314 Grouted Prisms Compression (Masonry Assemblage) Test >8" x 8" x 16" ............................. $ 120.00 Each C140 Moisture Content as Received each....................................................................................... $ 50.00 Each C140Absorption, 3 Required----------------------------------------------------------------------------------------------------------• $ 40.00 Each C140Measurements ........................................................................................................................$ 30.00 Each C140 Compression <_8" x 8"x 16", Qty 3 Required.......................................................................... $ 45.00 Each C140 Compression >8" x 8" x 16" Qty 3 Required........................................................................... $ 55.00 Each C426Linear Shrinkage, Qty 3 Required ........................................................................................... $ 80.00 Each C42 Masonry Core - Compression................................................................................................ $ 55.00 Each C42Masonry Core - Shear ............................................................................................................ $ 75.00 Each C42In Laboratory Core Cutting ...................................................................................................... $ 50.00 Each BRICK C67Compression.-----• .......................................•-.------......................-•----------...................----........... $ 40.00 Each C67Modulus of Rupture ................................ ................................................................................ $ 50.00 Each C67Absorption, Soak...............•--------.----................................----.------..........................------------------. $ 30.00 Each C67Absorption, Boil ....................................... __ ............................................................................ $ 30.00 Each C67 Absorption, Saturation Coefficient. .... ...................................... .............................................. $ 40.00 Each C67 Initial Rate of Absorption......................................................... ...... ......................................... $ 40.00 Each C67Efflorescence ........ ............ ...................................................................................................... $ 55.00 Each C67 Efflorescence with Mortar........................................................................................................ $ 65.00 Each STEEL REINFORCING A615IA706 Tensile No. 8 Bar and Smaller................................................................................................ $ 45.00 Each A615/A706 Tensile No. 9 To 11 Bar..................................•--...---.--------...--------.------------......................--------- $ 45.00 Each A615/A706 Tensile No. 14 Bar ................................................................................................................... $ 70.00 Each A615IA706 Bend Test No. 8 Bar and Smaller............................................................................................ $ 45.00 Each A615IA706 Bend Test No. 9 To 11 Bar-------------------------------------------------------------------------•---------................... $ 45.00 Each A615IA706 Bend No.14 Bar--------------------------------------------------•-•--.---........---....--•---•--•--------------.................... $ 70.00 Each A615IA706 Bend / Tensile Test No. 18...................................................................................................... $ 250.00 Each A706Chemical Analysis---------•----•.................................................................................................... $ 300.00 Each A615/A706 Deformation Compliance -------•...............................•--•--•-------..------------------------......................... $ 55.00 Each A615/A706 Cut To Size (for testing)........................................................................................................... $ 10.00 Each STEEL COUPLED WELDED REINFORCING A615/A706 Tensile No. 8 Bar and Smaller................................................................................................ $ 70.00 Each A615/A706 Tensile No. 9 To 11 Bar ........................................................................................................... $ 80.00 Each A615/A706 Tensile No. 14 Bar.....................................•-•-------------•--..------------...------•-----......----.................... $ 100.00 Each A615/A706 Tensile No. 18 Bar ................................................................................................................... $ 275.00 Each STRUCTURAL STEEL A370/F606 Bolt Tensile Test.....................................................................••--..•-------•---............................... $ 55.00 Each A370/F606 Bolt Proof Test ......................................................................................................................... $ 45.00 Each A370/F606 Nut Proof Test ................ ........................... ................... ........................................................... $ 45.00 Each A370/F606 Nelson Stud Tensile Test......................................................................................................... $ 115.00 Each A370/F606 Metal Deck Tensile Test (formed sheet metal)........................................................................ $ 135.00 Each E10 Brinell Hardness Test .............................................................................................................. $ 45.00 Each E18 Rockwell Hardness Test.............................................................................••........................... $ 45.00 Each A370IF606 Coupon Tensile Test.........................................................................•-•------•---------•---•--......---.... $ 40.00 Each A370/F606 Coupon Bend Test......................................................................••--.....------------------------------...... $ 40.00 Each A370/F606 Nut / Bolt / Washer Hardness Test.......................................................................................... $ 45.00 Ea. Pc A90 Metal Deck Coating ................................................................................................................. $ 115.00 Each A370/F606 Machining & Preparation of Samples...................................................................................... $ 40.00 Each PRESTRESS Prestressed Strand (field / Tensile)........................................................................................ $ 125.00 Each Sample Preparation (Grease Removal).................................................................................. $ 15.00 Each FIREPROOFING UBC 43-8 Oven Dry Density .................................................................................................................... $ 45.00 Each UBC 43-8 Adhesive/Cohesion Testing..................................................................................................... $ 45.00 Each ROOFING UBC 32-12 Tiles (Breaking Strength /Absorption) .................................................................................... $ 60.00 Each Mineral Shake - Flexural........................................................................................................ $ 40.00 Each Mineral Shake -Absorption .................................................................................................... $ 30.00 Each Tagging, Material Id and Sampling Tiles................................................................................. $ 70.00 Per Hour Final Laboratory Roof/Tile Material Affidavit Report ................................................................ $ 300.00 Each 19.0205 Koury Engineering, Inc. " Chino, CA (909) 606-6111 " wwwkouryengineering.com page 3 FLOOR FLATNESS Price Includes 1 technician and equipment FloorFlatness (Under 10,000 ft)................................................................................................................................... $ Quotation FloorFlatness Final Report ........................................................................................................................................... $ 200.00 Each Additional Technician (if necessary) .............................................................................................................................. $ 95.00 Per Hour WELD PROCEDURE AND WELDER QUALIFICATIONS Review Existing Welding Procedure Specification (WPS) report .................................................................................. $ 150.00 Each Review Welding Procedure Qualification (PQR) report ................................................................................................. $ 150.00 Each Observe Welder Qualification (AWS/CW) ........................................................................................................See Materials Inspector Rate Weld Tensile Test Plate (1 -inch thick or less)................................................................................................................ $ 80.00 Each Weld Bend Test Plate (1 -inch thick or less)------------•................................................................•-•-----------........................ $ 55.00 Each Weld Macro Etch Plate (1 -inch thick or less)................................................................................................................. $ 70.00 Each Weld Tensile Test Rebar #3 through #9........................................................................................................................ $ 90.00 Each Weld Macro Etch Rebar #3 through#9.....................................•--------------------------------...........................----------------........ $ 70.00 Each Weld Tensile Test Rebar #10 through #14.................................................................................................................... $ 125.00 Each Weld Macro Etch Rebar #10 through#14........................ ____ .................................................................................. $ 110.00 Each WeldTensile Test Rebar#18- .................................................................... ......... ................................................. $ 275.00 Each WeldMacro Etch Rebar #18 ......................................................................................................................................... $ 180.00 Each X -Ray Plate or Rebar in Laboratory (1 -inch thick or less)............................................................................................. $ 150.00 Each ENGINEERING AND PROFESSIONAL SERVICES Senior Engineer/ Senior Geologist-------------------------------------------------------------------------------------------------------------------------------- $ 190.00 Per Hour StaffEngineer/Geologist.....................................................•-•-•----.....------------------------------------------------------...................... $ 160.00 Per Hour ProjectManager / Field Supervisor......................................................•---------•------------------------------------------------------------.. $ 120.00 Per Hour Administration-----------•-•----------•--•...................................................................................••-.............................. $ 75.00 Per Hour Drafter------------------------------------------------------------------------------------------------------------------------------------------------ $ 85.00 Per Hour Test Technicians Lab - Materials---------------------------------------------------------------------------------------------------------------------------------- $ 85.00 Per Hour CertifiedPayroll......----•-•---•................•---.........................--•-•-•-•-•-................-•----------------------------------------------...... $ 75.00 Per Week Court Appearance (4 -Hour Minimum)........................•---..........................-•--•----...........................................------------..... $ 350.00 Per Hour Preparation for Court, Consultation (in our Office) ........................................................................................................ $ 250.00 Per Hour Preparation for Court, Consultation (Out of our Office, 4 -Hour Minimum).................................................................... $ 250.00 Per Hour Expert Witness Testimony (Corporate Officers and Engineers)................................................................................... Quotation Deposition (portal to Portal, 4 -Hour Minimum).............................................................................................................. $ 275.00 Per Hour REPORTS Final Materials Compliance Report ............................................................................................................................... $ 500.00 Each Final Laboratory Verified Report (LVR) DSA -291 (Required for DSA Projects)............................................................ $ 500.00 Each Final Special Inspection Verified Report (SIVR) DSA -292 (Required for DSA Projects) ............................................... $ 100.00 Each Interim Report from Engineer ........................................................................................................................................ $ 500.00 Each Review of Existing Mix Design, Determination of Proportions (3 Bus. Day Result) ...................................................... $ 150.00 Each Review of Existing Mix Design, Determination of Proportions (Same Day Result)------------------------------------------------------- $ 300.00 Each Report for Special Services / Ott Site Testing............................................................................................................... $ 200.00 Each Final Grading / Compaction Report (Comprehensive).........................................................................:........................ $ 2,500.00 Each Final Geotechnical Verified Report (GVR) DSA -293 (Required for DSA Projects)....................................................... $ 1,000.00 Each PadCertificate Report ------------•................................................................................................................................... $ 1,500.00 Each Utility Trench Compaction Report .......-----•-------------------------------------------------------------------•--•----...------------------------.............. $ 2,500.00 Each WallBackfill Report ------------------------------------•-•------............................---------------...---------•--------------------....................... $ 1,500.00 Each Monthly Interim In -Grading Report ................................................................................................................................ $ 1,000.00 Each Pile/Shoring Monitoring Report------------------------------------------------------------------------------------------------------------------------------------- $ 2,000.00 Each Plan Review (Grading/ Foundation) .............................................................................................................................. $ 1,000.00 Each ExtraStamped Reports-------------------•----...............------------------------------------------------------------------------------......------............... $ 150.00 Each 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 necessitate premium charges 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 - www.kouryengineering.com page 4 Charges For Service and Contract Terms Prevailing Wage Projects The charges for services and General Terms and Conditions set forth below will govern the provision of services and will constitute the contract terms between the Owner or Owners Representative (Client) and Koury Engineering and Testing, Inc (KET) unless the Client and KET have executed a written contract with respect to such services, in which case the terms and provisions of the written contract shall control. 1. Anticipated Costs 1.1. KET estimates a budget to assist the client with code required inspections and testing based upon information provided by the client. KETs ability to perform within the estimated budget depends heavily on the accuracy of the information provided, as well as the cooperation and assertiveness of client's management staff. 1.2. Project actual budget totals may vary. Estimated budget hours are based on 40 hours a week, 8 hours a day, Monday -Friday. Client shall monitor the percentage of work remaining to assure inspections and testing is not greater than the estimated budget and adjusts the contractor's labor and scheduling to maintain the work completion schedule. 1.3. A call scheduling inspection and testing beyond KETs estimated budget is deemed acceptance that Client will pay for additional services beyond KETs estimated budget. 1.4. Client recognizes and agrees that any "anticipated costs,' "budget estimates,' or the like that may be prepared by KET are NOT "guaranteed maximums," "lump sums; or "not -to -exceed totals". Client will be invoiced for all work performed and only for work performed based on KETs working conditions and hours as an attachment to their contract_ 1.5. Client recognizes, if shop steel fabrication service is required, KETs estimate of hours, unless otherwise noted, is for one steel fabrication facility only. 1.6. Additionally, any weekly overtime hours, Saturday or Sunday, double shift, and/or night shift differential for shop steel inspection are NOT included in KETs proposal. 2. Minimum Charges 2.1. 2 -hour minimum: Inspector shows up; no work requested or performed. 2.2. 4 -hour minimum: 1 to 4 hours. 2.3. 8 -hour minimum: Work over 4 hours. 2.4. NOTE: Less than 24 hour call -out notice may necessitate premium charges. 3. Working Hours 3.1. Regular Time: First 8 hours, Monday -Friday 3.2. Time and One -Half Hours: Hours over 8 -12 Monday -Friday, and first 12 Hours on Saturday; Double Time: All hours worked after 12, Monday -Saturday, Sunday, and Holidays_ 3.3. KET observes the following holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Day after Thanksgiving, and Christmas Day. 3.4_ Overtime hours shall be billed in one hour increments. One half (.5) hour of overtime is billed as one (1) hour of overtime. 3.5. NOTE: Day shift hours are between 5:00am and 5:00pm. 4. Shift Differential 4.1. Second (Swing Shift) -Eight (8) hours will be charged for 7.5 hours worked. Time worked in excess of 7.5 hours will be billed at time and one-half rate. 4.2. Third (Graveyard Shift) -Eight (8) hours will be charged for 7 hours worked. Time worked in excess of 7 hours will be billed at time and one-half times the hourly rate. 5. Travel Time and Mileage 5.1. Travel time costs for soil monitoring and soil technicians will be invoiced at regular contracted billing rate. 5.2. Mileage costs for soil monitoring and soil technicians will be invoiced at $0.75 per mile. 5.3. Portal -to -Portal travel time and mileage costs will apply for Engineers, Site Supervisors, Technicians (including Utility Locating and NDT) and Consultants at the contracted billing rate, mileage will be invoiced at $0.75 per mile. Portal -to -Portal is recognized as KETs office to work site and return. 5.4. EXCLUDED Projects vvMim a 50 mile radius: Ttevel tirme eests for material imspeetofsheehmiciams will be invoiced at regUISF een"eted- billimg rate. 5.5. For projects within a 100 mile radius: mileage costs for material inspectors/technicians will be invoiced at $0.75 per mile after the first 50 miles. For projects in excess of 100 miles from a KET office, travel time and milage will be charged in addition to hours worked from STs closest office. 6. Scheduling and Cancellations 6.1- A 24-hour notice is required when scheduling an inspection or technician. If same day scheduling or scheduling after 2:00pm the preceding day is requested, a premium expedite fee of $75 per inspector or technician will apply. 6.2. If inspection service is not canceled with KETs dispatch department by 2:00pm for the next day for ICC, LA City or LA County jurisdictions, a premium cancellation fee will apply at the rate of $75 per inspector or technician. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 " www.kouryengineedng.com page 5 7. Expedite Fee 7.1. All expedited and rush requests for, mix design reviews, WPS reviews, RFI responses, lab work, test results, report reviews, etc. will be charged an expedite fee at 1.5 times the Master Fee Schedule of Rates_ Standard turnaround time is 5 business days. 8. Escalation Clause 8.1. The prices quoted below for all services will change July 1 st each year in accordance with the wage listed by the Director of Industrial Relations which is tied to Operating Engineers Local 12. The charges for services set forth in this Schedule of Fees will be adjusted by changes in our general administrative and overhead expenses each year thereafter. These adjusted charges shall become the agreed upon basis for charges by Koury to the Client. 9. Certified Payroll 9.1. Certified payroll requests will have a processing fee applied for each project, billed at $75 per payroll week. 10. Laboratory Testing 10.1. EXCLUDED - 10.2. A soils sample pick-up charge will be invoiced at regular billing rate with a 2 -hour minimum. 10.3. Unless otherwise agreed, all samples or test specimens will be disposed of or destroyed upon completion of testing. If Client requires samples to be retrieved or stored, arrangements can be made at an additional cost. Quotation will be provided for such services. 10.4. Samples requiring more than one person to handle due to oversize or weight, will incur an extra handling charge. Quotation will be provided for such services. 11. Reimbursable Expenses 11.1. Outside Services performed by others and direct costs incurred on the Client's behalf, will be charged at cost plus 15%. 11.2. Project exclusive equipment or material will be invoiced at cost plus 15%. 11.3. Business licenses or inspection jurisdiction fees for project specific requirements will be invoiced at cost plus 15%. 11.4. If free parking is not available, parking charges will be charged to the Client at cost plus 15%. 11.5. Incidentals, including airfare, car rental, food, lodging, and parking, will be charged at cost plus 15% for out of area inspections unless provided by Client. 12. Terms of Payment 12.1. Client agrees invoices rendered for professional or technical services will be prepared bi-weekly and are due upon presentation. 122_ All invoice errors or necessary corrections shall be submitted to KET within Fifteen (15) days of receipt of invoice; thereafter customer acknowledges invoice is correct and valid for payment due to KET. 12.3. Invoices will be deemed delinquent if not paid within thirty (30) days from date of invoice, and will be subject to a late payment charge of 1.5% of the invoice total for each month unpaid. 12.4. In the event, an attorney is needed for collection, Client is responsible for reimbursing attorney's fees and or court costs. 12.5. KET reserves the right to terminate services to a client without notice if client's account is past due more than thirty (30) days. Upon such termination of services, the entire amount accrued for all services performed shall immediately become due and payable to KET Client waives any and all claims against KET, its subsidiaries, affiliates, servants, and agents in connection with termination of work/services pursuant to this agreement. 13. Insurance 13.1. KET carries all insurance required by law. Additional costs for waiver of subrogation, extra insurance certificates, coinsurance endorsements or additional insurance will be invoiced to the client at $150 each. 14. Final Reports 14.1. When final report is required, KET must first review all inspection and material testing reports; KET will address and dear up any unresolved issues on these reports, typically with the Architect or Engineer of Record. 14.2. Depending on the project complexity and length of KET services performed, this process can require a minimum of ten (10) business days for completion. If there are exceptions, the final report review can require an extended length of time to complete. 14.3. Report fee is as negotiated per contract An additional charge will incur for every report processed per permit number associated with the project_ Engineer will be billed at $150 per hour. 14.4. Client is required to send KET written request for all final project reports via fax, email, or US mail. 14.5. Final reports are as stated, but not limited to: Final Material Compliance Report and Final Grading / Compaction Report. 14.6. KET will release final report to client once account, including cost of final report, is paid in full. 14.7. Review of mix designs, WPS's, RFI's, interim reports, welder qualifications, etc. is subject to a standard tum -around time of 5 business days from date of request. Anything sooner than that will necessitate an expedite fee. 15. Service Authorization 15.1. Verbal request will be considered authorization to perform billable work. Client shall designate member(s) of staff who have authority to request services and notify KET in writing to their authorized representative. Otherwise all service requests are billable 16. Proposal Valid Duration 16.1. Proposed Master Fee Schedule of Bates, Terms & Conditions and General Conditions stated within are valid for 30 days from proposal date. 19-0205 Koury Engineering, Inc. • Chino, CA (909) 606-6111 . www.kouryengineeiing.com page 6 Exhibit `C' PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CI'T'Y OF SAN BERNARDINO AND TERRACON CONSULTANTS, INC. This Agreement is made and entered into as of June 5, 2019 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 TERRACON CONSULTANTS, INC. with its principal place of business at 1355 East Cooley Drive, Suite C, Colton, California 92324 (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: On -Call Geotechnical Engineering 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. _ AGREEMENT NOW, THEREFORE, IT IS AGREED AS FOLLOWS: 1. Inco pration 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." 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 4. Compensation. a. Subject to paragraph 4(b) below, the City shall pay for such services in accordance with the Schedule of Charges set forth in Exhibit "A b. in no event shall the total amount paid for services rendered by Consultant Exhibit `C' under this Agreement exceed the sum of $100,000 This amount is to cover all related costs, and 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 completion. 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 performance 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. This Agreement shall commence on the Effective Date and continue through the completion of services as set forth in Exhibit "A," unless the Agreement is previously terminated as provided for herein ("Term"). 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. 8. Time of Performance. Consultant shall perform its services in a prompt and timely manner and shall commence performance upon receipt of written notice from the City to proceed. Consultant shall complete the services required hereunder within Term. 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 but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war; riots and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage or judicial restraint. b. Should such circumstances occur, the non-performing Party shall, within a reasonable time of being prevented from performing, give written notice to the other Party 2 Exhibit `C' describing the circumstances preventing continued performance and the efforts being made to resume performance 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 qtly practicing under similar conditions. 12. Conflicts of Interest. During the term 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 Sub -consultant. 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 than subject to all provisions stipulated in this Agreement. Nothing contained herein shall prevent Consultant from employing independent associates and sub -consultants 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. 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 J Exhibit `C' 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 sub -consultants' policies of commercial general liability and automobile liability insurance using the endorsements and forms specified herein or exact equivalents. 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 form 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 Properly 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 10 10 01 and 20 37 10 01, or endorsements providing the exact same coverage. (vi) The general liability program may utilize either deductibles or 4 Exhibit `C' 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 insuuance companies acceptable to the City. (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' Campensa ion/Emplo Aer'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 performance of the work under this Agreement, the Consultant shall maintain fail 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 sub -consultants 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 foma 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 2 Exhibit `C' policy must "pay on behalf of the insured and must include a provision establishing the insurer's duty to defend. f. Minimum. Policv Limits Reii uired (i) The following insurance limits are required for the Agreement: Combined Single Limit Commercial General Liability $1,000,000 per occurrence/ $2,000,000 aggregate for bodily injury, personal injury, and property damage Automobile Liability $1,000,000 per occurrence for bodily injury and property damage Employer's Liability $1,000,000 per occurrence Professional Liability $1,000,000 per claim and aggregate (errors and omissions) (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. g. Evidence Recruired 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. lu. Policy LroAsions 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 (10) 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. R Exhibit `C' (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 indelmnification 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. i. 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 ANII and admitted to transact in the business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law. j. 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. Exhibit `C' (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. k. Sub -consultant Insurance RNuirements. Consultant shall not allow any subcontractors or sub -consultants 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 sub -consultants shall be endorsed to name the City as an additional insured using ISO form CG 24 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 sub -consultants. 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 o% 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 consequential damages, expert witness fees and attorneys' fees and other related costs and expenses. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to Claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, the City Council, membtis of the City Couucil, its employees, or authorized volunteers. b. Additional Indemnity Obligations. Consultant shall defend, with counsel of City's choosing and at Consultant's own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against the City, its elected and appointed officials, employees, agents, or authorized volunteers. Consultant shall pay and satisfy any judgment, award or decree that may be rendered against the City, its elected and appointed officials, 12 Exhibit `C' employees, agents, or authorized volunteers as part of any such claim, suit, action or other proceeding. Consultant shall also reimburse City for the cost of any settlement paid by the City, its elected and appointed officials, employees, agents, or authorized volunteers as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for the City's attorney's fees and costs, including expert witness fees. Consultant shall reimburse the City, its elected and appointed officials, employees, agents, or authorized volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its elected and appointed officials, employees, agents, or authorized volunteers. 18. California Labor Code Requirements. Consultant is aware of the requirements of California Labor Code Sections 1720 et seq. and 1770 et sea., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), 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 sub -consultants to comply with all California Labor Code provisions, which include but are not limited to prevailing wages, employment of apprentices, hours of labor and debarment of contractors and subcontractors. 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 sub -consultants 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 sub -consultants, 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 EligFbilit . 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 limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all sub -consultants and sub -sub -consultants to comply with the same. 20. Laws and Venue. This Agreement shall be interpreted in accordance "vifb 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 covet situated in the County of San Bernardino, State of California. 21. Termination or Abandonment 6 Exhibit `C' 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 ghe 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 chances or portions thereof wWch are specified herein. Consultant shall not be entitled to payment for unperformed s n -ices, and shall not be entitled to damages or compensation for termination of Nvork. b. Consultant mass terminate its obligation to provide further services under this Agrecaitnt upon thirty (30) calendar days' written notice to City, only in the event of substantial failure by City to perform 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 Peaty 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, incur -ed 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 professioual 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 ' a s. q � nt ployce of 24, Prc��btec.. Ei-��,lo��ineni. C�.�i:�.�z sly. not c:�_�tc r �� Y� c-;L+-rea_= em City to perforin the work cinder this Agreement while this Agreement is in effect. 25. Costs. Each Party shall bear its okim 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. 25. Documents. Except as other%ise 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 in full for the services described in this Agreement, be fiimis'hed to and become tltc,p opuy of the City. 10 Exhibit `C' 27. Organization. Consultant shall assign Mark Hulett as Project Manager. The Project Manager shall not be removed from the Project or reassigned without the prior written consent of the City. 28. Limitation of A reM ent. 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 depositing the same in any United States Post Office, certified mail, return receipt requested, postage prepaid, addressed to the follo%ing addresses and shall be effective upon receipt thereof City of San Bernardino Vanir Tower, 290 North D Street San Bernardino, CA 92401 Attn: Teri Ledoux Acting City Manager With Copy To: City of San Bernardino Vanir Tower, 290 North D Street San Bernardino, CA 92401 Attu: City Attorney CONSULTANT: TERRACON CONSULTANTS, INC. 1355 Cooley Drive, Suite C Colton, Ca 92324 Attn: Carl Parten 30. Third Parti 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 nonAiscrimination shall include, but not be limited to, all activities related to initial 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 void. 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 11 Exhibit `C} the offending provision in any other circumstance, and the remaining provisions of this Agreement shall remain in full force and effect. 34. Successors and Assigps. 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 Darty 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. Headinsrs. 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. Cit%'s Right to Employ Other Consultants. City reserves its right to employ other consultants, including engineers, in connection with this Project or other projects. 40. Prohibited Interests. Consultant maintains and warrants that it has neither employed nor retained any company or meson, 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 maybe 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. 12 Exhibit `C' 42. Authori . 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. [SIGNATURES ON FOLLOVANG PAGE] 13 Exhibit `C' SIGNATURE PAGE FOR PROFESSIONAL. SERVICES AGREEMENT BETWEEN THE CITY OF SAN BERNARDINO AND HILLTOP GEOTECHNICAL INCORPORATED IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above. CITY OF SAN BERNARDINO CONSULTANT Approved By: Teri Ledo Signature Acting City Manager Approved as to Form: ****Approved Form**** Gary D. Saenz City Attorney Attested By: �-1 Georgeann Amina, CMC City Clerk 14 Carl Parten _ Name Office Manaeer Title Exhibit `C' I ,q:11� Y Scope of Services / Schedule of Charges and Payments / Activity Schedule***] 15 Irerracon COVER LETTER February 21, 2019 Ms. Saba Engineer City of San Bernardino Public Works Department Engineering Division 201 North `E" Street, 2n' Floor San Bernardino, Cardbmia 92418 RE: Proposal to Provide Professional Services for As Needed, are -Call Geotechnical Investigation and Construction Materials Testing services for Various Cap-ftj Improvement Program (CIP) Projects Dear Ms. Engineer. Terracon Consultants, Inc. (formerly CHJ Consultants) is submitting this proposal to provide the City with on-call geotechnical investigation, and construction material testing services for your CIP projects. Terrac on is an employee -owned and nationally recognized geotechnical, environmental, and construction materials engineering firm offering clients with objective and accurate information in timely manner for over 54 years. As the owners, all our employees have dedicated themselves to excellence Moth in their technical expertise and in customer service. Terracon's full-service office and laboratory that will be managing and staffing your projects is located in Colton, California. Mr. Shafiq Popatzai, PE, will be the Project Manager and main point of contact during the period of proposal evaluation. He has 17 years of experience providing program quality assurance/quality control (QAIQC), and liaison with federal, .state, and local regulatory agencies. Shafiq will coordinate with appropriate personnel necessary for project completion, oversee day- to-day operations, communicate with the City of San Bernardino on how your project is progressing, and visit the sites to ensure our work is being performed safely and the project is delivered on time and within budget. Our contact information is: TerraconConsultants, Inc. 1355 East Cooley Drive, Suite C Cotton, California 92324 Phone: (909) 824-7311 Main Contact: Shafiq Popalzai, PE Project Manager Direct (909) 301-6061 Mobile: (949) 468-6644 Email: Shafiq.Popalzai@terracon.com '+a Consultants, Inc. 13855 East Cooley Drive, Suite C Cotton. Califtmia 92324 P (909) 824 7311 F (909) 3016016 tett&scnxam 1rerracon Our goat on this contract is to assist and support your delivery of your CIP in a timely manner. The benefits to working with Terracon include: Responsiveness: Our employee owners are always available to you. We will be there where you need us and we'll continually support and adapt to your fluctuating needs to keep your projects on schedule and budget_ Resourcefulness: As national leaders in the industry, we are constantly refining and improving our methodologies and processes. This enables us to be proactive in identifying and meeting project challenges. Reliability: We have provided quality services to the City as GHJ and will continue to as Terracon. We consistently achieve growth above the industry average as evidenced by our current ranking of 24 in Engineering News -Record's 2018 listing of the Top 500 Design Firms, as compared to a ranking of 103 in 1995. You can trust that Terracon will be a dependable partner throughout the life of your project. Terracon offers the City an experienced team that has the capacity to meet all of your project needs, even on short notice. We have the ability and competence to provide high quality and responsive service. We have and currently are involved with multiple on -dill contracts with various municipalities and understand how to successfully manage our time and schedules. We have received and reviewed Addendum No. 1 emailed to us on February 14, 2019. We look forward to working with your to deliver your Capital improvement Program. Please do not hesitate to contact Mr. Shafiq Popalzai, if you have any questions or concerns. Respectfully, Terracon Consultants, lric. Shafiq Popalzai, PE Project Manager Y" Ryan R. ftg, PE Principal itCity of San Bemaldino— Proposal to Provide Professional Services for As Needed, On -Cal Geotechnical investigation 2 and Construction Material Testing Services for various lrr.9—kNen;en1 Program (CIP) Projects PROPOSEWS CERTIFICATION AND ACKNOWLEDGMENT OF ADDENDA FOR GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES The undersigned hereby certifies that I am an officer of the firm submitting the attached proposal and that I am authorized to submit said proposal on behalf of my firm. I hereby bind my firm to this proposal and state the fallowing (if submitting a proposal): This offer shall remain valid for 90 days from the RFP close date; and AN terms and conditions as set forth in this RFP shall apply to this offer, and In signing this offer, I warrant that all certifaetions and documents requested herein are attached and property completed and signed; and I certify that I have received all addenda as indicated belcriv and have incorporated the addenda in the attached proposal. Verification of Addenda Received Addendum No: 1 Addendum No: _ Addendum No: AUTHORIZED SIGNATURE: PRINT SIGNER'S NAME AND TITLE: DATE SIGNED: COMPANY AME Received on: D• Received Received on: Cart A. Peden Senior Principal / Office Manager 212012019 Terracen Consultants, -Inc - 1355 East Cooley Drive Suite C Colton, California 92324 PHONE,. -MW -Z4 --Z3-1 - FAXIM 3Q1-601fi IF NOT SUBMITTING A PROPOSAL, PLEASE STATE REASON (S) BELOW: Not Applicable Environmental aE Faciiities_s. Geotechnical * Materials - 1. SCOPE OF SERVICES...................................................................................................4 2. PROJECT STAFF............................................................................................................10 3. SIMILAR PROJECTS......................................................................................................23 4. AVAILABILITY OF STAFF....................................................................................... .2B 5. SUB-CONSULTANTS.....................................................................................................29 b. LOCAL PREFERENCE ELIGIBILITY ........................................ .......... _........... .........30 7. PROVIDED BY THE CITY.............................................................................................3i & COMMENTS OR SUGGESTIONS................................................................................32 9. MOT -TO -EXCEED FEE..............................................................................................34 City of San Bernardino — Proposal to Provide Processional Services for As Needed, On-CaH Geclechniral invesdgation 3 and Construction Material Testing Servroes for Various Improvement Program (CIP) Projects * Fan!:Ves a i Project/Program Understanding, Our project approach relies on effective communication between our project managers and our clients. to (1) understand the client's desires and expectations (2) develop a work plan consistent with the project requirements and client expectations, and (3) efficient, execute the workplan to the client's satisfaction. Geotechniod Inves*jation We understand that an assigned project may require Geotechnical or Geological Engineering including field and laboratory testing. Our general approach to performing a geotechnical investigation includes (1) geologic literature and historical photograph review, (2) subsurface exploration, (3) laboratory testing, and (4) evaluation of the geotechnical and geologic data to provide site and project specific recommendations for seismicity, foundation design and site earthwork. For a typical site investigation, we will submit a proposal to clarify our scope of work. After approval of the proposal, we will first review available published and unpublished geologic literature pertaining to the area of the site, and then review and analyze stereoscopic aerial photographs for evidence of potential geologic hazards and past land usage. We then set out to the site to mark boring locations and inform Dig -Alert of the impending exploration as required by law. After the required 48- hour period for utility clearance, we will then dnll borings to required depths in representative arras for the project. Field testing at this stage nominally consists of standard penetration testing providing blow counts. Blowcounts will be recorded at each sample depth as the number of hammer blows used to advance the sampler a total of 18 inches in increments of 6 inches (or less if noted). Once the borings have been drilled, representative samples are obtained, and any field testing required performed, the bore hole or test pit is backfilled and capped with cold patch asphalt or native soils. The samples are then brought into our Laboratory so that geotechnical testing such as in-situ density and moisture content, optimum moisture - maximum density relationships, sand equivalent, R -value, direct shear strength, expansion index, soil corrosivity, sieve analysis, consolidation potential may be performed. The information from the laboratory testing will help with the engineering analysis including pavement design, bearing capacity, settlement potential, and any other recommendation that the City of San Bernardino may require. The information is then described and summarized in our Geotechnical or Geological Report and provided to the client. If the City of San Bernardino requires draft reporting prior to finalizing our report, we can provide draft reports as necessary. itCity & San Bernaraw — pmpmw to providePmfi wonal servims form Needed, On -Cal! Geotechnical Irwestigaon 4 and construction Mata4ai Testing Services for Various Improvement Program (CIP). Projects Construction ReWW Services Projects requiring construction related services, such as soil compaction testing, concrete inspection and testing, etc. always begin with communication between the client and our project manager. Our field technicians and construction inspectors are assigned based on their experience, skills and the specific project requirements. Our goal is to maintain the same staff on site for the project duration, minimizing personnel replacement as much as possible. Terracon's field supervisors routinely visit each construction site to verify that our personnel are performing their duties to the project requirements and project expectations and are working safely. Our field supervisors also check in with the client or owner's representative when appropriate to check on our performance. Our project manager attends and participates in all weekly construction meetings. This allows our firm to proactively identity and address staffing or technical issues pertaining to our services, in conjunction with the project team, as they arise. Quality Control and Quay Assurance Mediods Terracon maintains an effective, comprehensive quality control (QC) system to help ensure that our testing is performed in accordance with accepted standards and that our testing personnel have the necessary training and experience to carry out their assigned duties. Our QC system is comprised of the foiio ing: Laboratory Accredrladon Laboratory testing at Terracon is conducted in accordance with our in-house Laboratory Quality Control Manual and in general accordance with industry recognized laboratory standards and practices. Our laboratories are inspected by the Caltrans, Division of State Architect (DSA), Cement and Concrete Reference Laboratory (CCRL), the American Association for Laboratory Accreditation (A21 -A), AASHTO Materials Reference Laboratory (AMRL), the U.S. Bureau of "� City of San Samardirm — Proposal to Provide Prolessionat services for As (deeded, On-Cafl Geotechrncar Investigation 3 and Construction Matedal Testing Services for Various Improvement Program (GIP) Projects Reclamation, the U.S. Forest Service, and through Terracon in- house audits. Laboratories participate in several sample reference programs sponsored by the National Bureau of Standards. Training Terracon employees are actively r . encouraged to attain continued education and training in their . specific areas of expertise. This . training consists of informal on -the- = job training as well as participation in formal training and continuing education programs_ Prior to project assignment, personnel qualifications are reviewed to ensure that the assigned personnel have the appropriate training and experience for the specific project requirements. For our laboratory and field technicians, the most comprehensive training and certification programs that we participate in are administered by Caltrans and the American Concrete Institute (ACI). Nearly all of our laboratory and field technicians maintain current Caltrans and ACI certification. Engineering Review The results of all laboratory and field tests performed are reviewed by registered engineers for accuracy. In addition, our engineers routinely review specific project testing requirements with our laboratory and field personnel, as well as our clients, to ensure that the testing performed is consistent with project requirements. Budget i Cost CoinbW Terracon aggressively monitors our project costs and tracks those costs against authorized project budgets. Geotechnical investigations are typically performed on a lump -sum basis, but can be performed on a time and materials basis if the client desires. Change order and cosi overruns on geotechnical investigations are very unusual and typically occur only with a dramatic change in scope. We do not perform out -of -scope services on any project without the client's knowledge and without prior authorization. Construction related services are performed on a time and materials basis. During project construction, our costs will be tracked against the authorized budget. Cost and statement -of -work summaries can be included with each monthly invoice. We will notify you immediately if (1) we are requested to provide any out -of -scope service that may impact our budget and (2) when our total fee reaches 75 percent of the project budget. We have found that attendance at weekly construction meetings by our project manager, significantly improves project communication and allows us to identify issues early that may affect our budget, resulting in significantly fewer change orders. itCity of San Bernardino — Proposal to Provide Professional Services for As Needed. on-call Geotechmcat investigation 6 and Construction Material Testing Services for Various Improvement Program (C{P) Projects CommPment to Quality and Safety Terracon is committed to providing quality services with experienced technical and professional staff through our comprehensive Corporate Quality Program. As required by our internal quality review process, every project is assigned a well - experienced, senior professional to provide guidance and technical review for the project team. In this manner, we are able to deliver consistent, high-quality consulting services to our clients across the country. Our Quality Program is based on a continuous improvement philosophy that involves our employees and, when applicable, subconsultants, vendors, and users of our services. Quality service for our clients is achieved by following the methods and practices that have been developed at Terracon for the services being provided. We are also committed to creating and sustaining an Incident and Injury -Free (IIF) workplace, based on care and concern for people. It is an uncompromising commitment at all levels of the company to ensure everyone goes ham safe to their family each and every day. At CHJ, a Terracon Company, safety is held as a core value as well as an operational priority. Working safely is an inseparable part of "doing things right", just as much as other commitments such as quality, profitability, and schedule. We demonstrate that we value our employees for who they are and what they do, by dedicating the time, resources and equipment necessary to achieve an Incident and Injury Free work environment. Geotechnical recommendations for a project are only as good as permitted by the confidence obtained in accurate characterization of existing subsurface conditions. We use enhanced in-situ exploration methods, such as electronic cone penetration, pressuremeter, vane shear, borehole shear, Geo -Prober", and seismic geophysical methods on relevant projects. We emphasize to our clients that the cost of a thorough geotechnical investigation is typically minor compared to the cost savings and risk reductions that can be afforded by higher confidence in the geotechnical regime_ We have been very successful in evaluating and applying innovative geotechnical construction systems that add to the success of design projects. Proper selection and implementation of state -of -the - industry techniques and technology have saved our clients significant time and money on their projects. Value -Engineering Additionally, we regularly practice "value -engineering" to help clients save time and money. Value engineering carefully considers the available data and possible solutions over the anticipated life of the project prior to making recommendations. Our value engineering solutions are sound as well as practical, always keeping budget considerations in mind. Value engineering represents a total solution to engineering projects from preliminary design through the construction phases. itcity of san eemardino — Proposal to Provide ftftsww services for As tWeeded, on-CaR ceoL� mveftwon 7 and Construction Material Testing Services for Various MVmvenmt Programs (GP) Projects Construction Materials Engineering Laboratory nage nt System (CMELMSTNI In order to provide our clients with realArne field and laboratory data management and reporting, Terracon developed and maintains an automated application that we call CMELMS m. The acronym stands for Construction Materials Engineering Laboratory Management. System. Having developed the system ourselves allows us to customize the application as needed to meet the needs of our clients and project demands. CMELMSTm is a complete and comprehensive field and laboratory data and report tracking, management, and distribution system used by Ten2con. The application can manage an unlimited number of reports and data for ease of reporting and documentation purposes. Features in the application include accessing and distributing test results and field observation reports by the push of a button. Project Sclheduling It will be our Project Manager's responsibility to provide support to our field staff and to ensure all levels of communication and cooperation are maintained throughout the duration of the project and proper and accurate scheduling is achieved. CMELMSTM allows Terracon to utilize an innovative method of scheduling our staff utilizing the capabilities of MicrosoftV Office OutlookOD. The scheduling process will provide real-time scheduling of our staff through mobile communication technologies that will provide electronic documentation of the work for our technicians managers that can be accessed remotely by our project team anywhere at any time. and <VP Blank dispatch report templates are produced for each day's services order in CMELMSTm for use by our field personnel_ The dispatch reports can be emailed to our personnel or hardcopies printed and utilized depending on the requirements of the project. The dispatch report will contain all pertinent information required for the tasked service, including the testing requirements and specifications, type of tests or inspections required, a standard field report template and the location, date and time of the requested service. The dispatch is then recorded and saved in CMELMS70° for tracking of report status. Our field staff for this project will be using smart phones and laptops capable of receiving e-mail and maintaining personal calendars_ The schedule request will include the CMELMS dispatch report and will include the required and necessary information for the technician to attend and complete the task. City of San Berardi ao — P to Provide Professional Services for As 1 , On -Call Geotechnical Investigation and Construction Material Testing Services #or Various Improvement Program (CEP) Project& 1111111111111��llillillillillilI 1111111 Once construction is underway, all field technicians and inspectors are responsible to provide a daily report identifying what work was found to be in compliance with the project specifications and drawings and report any non -conformances. _ �_- � The field, technicians immediately communicate any non -conformances to our Lead Inspectors and Project Manager and directly to the project team members identified in the kick-off meeting. Effective and timely communication and tracking of non -conforming items is critical in getting items corrected quickly and assuring they do not get covered up during construction. Our Project Manager will be responsible to review each ; inspectoes and technician's daily reports and to keep nonconformance logs up to date on a daily basis and communicate all inspection and test results daily to the designated Project Team members. GHJ, a Terracon Company will keep and maintain a log of non- conformance items through to project completion and document when how they were addressed. In order to provide for rapid communication and faster turnaround of test results and inspection reporting, our personnel will utilize laptops to complete their field observation reports and testing reports in CMELMSTIA on the project site. As soon as the field personnel enter the information into the system, the reports are irrwnediately identified as "ready to review` and are available to the Project Manager for review. When reports are identified as "finalized"., they can then be digitally signed and distributed to all parties. The report(s) can be posted to our secure Client Document Website system where our documents can be immediately updated for the storage of all reports and can be accessed by approved users. Alternatively, if the Project Team has a designated website, we also have the ability to post our reports there as well. in addition, the flexibility of our system also allows for direct email distribution and the printing and delivery of hardcopies. As discussed, Terracon's Project Manager maintains non-conformance logs and lists for all testing and inspection services performed. The list will be maintained digitally in our CMELMSTM application and can be updated and e-mailed or printed at any time. We will include the nonconformance log in our distribution to the Project Team and will provide them at any other time as requested. Our preferred method of information and report distribution is through Terracon`s Client Document Website (CDW). With access, any approved member party of the project team can view, download, or print our inspection and testing reports as they are uploaded. One of the features of the CDW is that access to reports can be limited by the report type. For example, the project civil engineer or a concrete subcontractor may not need access to structural steel reports and is not notified to the uploading of these reports, and they will not appear in their report access listing upon entering the site. The Client Document Website also allows for the electronic storage of our reports and can be accessed by approved users with an intemet connection from anywhere at any time. itCdy of San Bernangno — Proposal to Pm*de Professional Senfices for As Needed. On -Cali Geo%echnical InveftaHam and Construction Material Testing Sendces for Varlow Improvement Program (CIP) Projects 9 2. PROJECT STAFF The key members of our team are introduced below, and our entire team is presented, with their roles, certifications, and years of experience in the Staff Matrix. An Organization Chart demonstrating the lines of communion for our team has been included. Resumes for our key team members are also included in this section. Project Manager/Primaiy Point of Conti Mr. Shafiq Popalzai, PE, has 17 years of experience providing program quality assurance/quality control (OA/QC), and liaison with federal., state, and local regulatory agencies. He provides technical support to laboratory and field testing and inspection staff, and reviews all laboratory test reports and all field special inspection and testing daily reports. He will: • Provide technical support to laboratory and field testing and inspection staff • Prepare, review and control written quality -related program documents • Review all laboratory test reports, field special inspection, and testing daily reports • Conduct project kick-off, pre -task planning and safety meetings • Maintain communication with project staff • Attend meetings as needed • Implement Terracon innovations and efficiencies, including Construction Materials Engineering Laboratory Management System (CMELMS"") • Maintain Terracon safety standards at all times QAIQC: Mr. Ryan King, PE, has 15 years of experience providing construction materials engineering and testing services to various municipalities. Ryan will be responsible for. • Quality assurance review of reports • Compliance with the terms of the contract • Attendance at all required meetings • Maintaining Terracon safety standards at all times Geotechnical Engineer: Dr. Fred r, PhD, PE, GE, has 35 years of experience providing expertise in complex problems encountered in geotechnical engineering and geotechnical earthquake engineering that has saved our clients time and money on their most challenging projects. Fred will be responsible to you for the perrormance of our scope of work. He will: • Oversee all geotechnical field and subsurface investigations Assign laboratory testing programs • Conduct all necessary geologic and geotechnical investigations • Prepare the geotechnical portion of design reports • Oversee the approval of excavations and slope stability • Implement Terracon innovations, including GeoReport and Stage 1 reports. • Maintain Terracon safety standards at all times Engineering Geologist" Mr. Jay Martin, PG, CEG, has 34 years of experience in Southern California. Jay has conducted fault studies throughout San Bernardino County and has devised innovating ways to save clients time and money. Jay will be responsible for the performance of our scope of work including: • Prepare proposals and cost -estimates as required • Review and approve all daily reports and test results in a timely manner • Maintain open communication with your staff • Review final reports and invoices prior to submittal itCity of San Bernardino— Proposal to Provide Professional sus for As Needed, On -Call Geotedinical investigation 10 and Construction Material Testing Services for Various Improvement Program (CIP) Pn*x*s • implement Terracon innovations and efficiencies • Maintain Terracon safety standards at all times Inspections Manager. Mc Brandon Rose is an ICC and AWS certified inspector with 11 years of experience conducting and managing special inspections for public works projects throughout the Inland Empire. He will: • Manage the dispatch and conduct of the field inspections • Conduct site safety meetings on a regular basis • Conduct regular site visits • Maintain open communication with your project staff • Implement Terracon innovations and efficiencies, including Construction Materials Engineering Laboratory Management System (CMELMS7m) • Review inspection reports and test results as soon as they are transmitted from the field • Maintain Terracon safety standards at all times Field Services Manager: Mr. James Daigity has 30 years of experience and is responsible for assignment and supervision of field technicians. He has also performed laboratory soils tests and asphalt tests and conducted preliminary soils and foundation investigations. He is also responsible for assimilating and monitoring field data for technical reports and proposals, preconstruction meetings and job progress meetings, as well as monitoring job progress from a soils engineering standpoint. He will: • Assimilating and monitoring field data for technical reports • Assignment and supervision of field technicians • Attendance at all required meetings • Maintaining Terracon safety standards at all times Laboratory Manager: Mr. Tan Remmel manages the Colton laboratory. He has 13 years of experience conducting laboratory testing and managing laboratory staff. He oversees laboratory quality control, maintenance of personnel records and documenting qualifications, personnel competency reviews, and laboratory and held -testing equipment calibrations. Tom will: • Maintain laboratory certifications anti calibration of equipment • Supervise the laboratory testing programs • 'verifying the accuracy of all test procedures • Review all laboratory test results as soon as they are completed • implement CMELMSTm • Maintain Terracon safety standards at all times. Lead Technician: Mr. Jeff Dalgity has 16 years of experience performing soils and materials testing and inspection services. He is ACI, ICC, and Caltrans certified and has served in the capacity of Field Supervisor, supervising field technicians responsible for grading observation, conformance testing of utility lines backfills, curb and gutter, sidewalk, roadway and parking lot grades. As a supervisor, Jeff attended pre -construction meetings and weekly job progress meetings, reviewed paper work and as -built drawing for final reports. Lead Inspector: Mr. Mike Mackey has 17 years of experience providing field and laboratory materials testing services. He has extensive experience coordinating and supervising materials testing services for large-scale grading projects. His duties include field grading observation and compaction testing, concrete tests, and various soils tests. He is responsible for organizing and compiling all daily inspection reports and testing data, along with coordinating with the project engineer to assist with preparation of final reports. it city of san Bernardino— Proposal to Provide Processional S ues for As Needed, On -Cap GeotechnicaE irrvestigabon and Construction Material Testing services for various Improvement Program (OP) Projects 11 -"0 FZ!CdI{i„3 b Staff Matrix STAff PROJECT ROLE YEARS Of EXPERIENCE 17 LICFNSESYCERTIFICATIONS PE, California No. 77336 Shafiq Popaizai Project MarnagertMaln Point of Contact PE, California No. 77326 ACI Concrete Technician Grade I Ryan ding QA1QC 15 ICC Reinforced Concrete / ICC Structural . Masonry J ICC Structural Steel & Bolting / Nuclear Densis Certified Fred Yi Geotechnical Engineer 35 f -Gauge PhD, PE, California No. 71059 GE Cardornia No. 2867 Jay Martin Engineering Geologist 34 PG, California No. 4,8117- _CEG, California No. 1529 T Inspector No. 5271852 Special inspector f 1 ICC Reinforced Concrete Special inspector / ICC Prestressed Concrete Special inspector I ICC Structural Masonry Special Inspector f 10C .Structural Steel & Welding Inspector f Brandon Rose i inspections Manager 11 S u ll Welding Special ICC Spray -Applied Fireproof $gyral i Inspector t ACl-Flefd Testing Technician ! t Grade I f AVMS & CWI 11110811, OSHPD j Class C I NITC ASSE 6020 Mod Gas / Fyfe Fiber Reinforced Polymer Certification. James Dalgity, ; Field Services Manager 30 Caltrans: 125,231 Tom 12emmel Laboratory Manager 13 ACI Field Grade 1 f ACI Strength Testing, ACI Aggregate 1, ACI Lab Level 1 S Lab Level 2 f ACI Masonry Lab I Caltrans 504, _ 518, 523, 533, 539, 540, 557 Nuciew Density Gauge Certified / Caltrans Jeff Dalgity Lead Technician 16 125,2311 ICC Solis Special Inspector / ACI Concrete Field Testing Technician -Grade i Nuclear Density Gauge Certified t Cahrans Michael Mackey Lead Inspector 17 125, 2311 ICC Soils Special inspector / ACI Concrete Field Testing Technician - Grade I Ali Tabatabaei Senior Engineer 5 PhD, PE, Ca6fomia, No. 85385 PE, Texas, No. 89297 Fred 8uhamdan � Principal Engineer 16PE, California No. 077455 PNIP, No. 1517173 PE, California No. 071662 - GE, California No. 2963 Raj Pirathiviraj Senior Geotechnical Engineer r 13 Joshua Morgan CWH Engineer 12 PE, Califomia No. CM32 John McKeown T Senior Geologist 19 PG, CaOfornia No. 7753 CEG, Califomia No. 2396 F Nuclear Densis Gauge 1 Kube Roucher Field Gehl ° ist � i Tyler Grayson � Field Geologist 1 40 -Hour HAZWOPER, Nuclear Density Gauge I 1 Matt Swica _ Field Engineer . .>1 _ _ Ryan Hankes Field Engineer 4 40 -Hour HAZWOPER, Nuclear Density Gauge 1 RSO, Com Space F-Abigall McCranie I Staff Geologist r? GIT, California, No. 732, 40-HAZWOPER, 40 - Hour HAZWOPER, Radiation Safety Officer Trevor Lillis Staff Geologist 4 Portable Densdy/oisture Gauge, Hazardous Materials D.O.T. Nuclear Gauge, Poriatile } Nuclear Density/Moisture Gauge Use and t , ACI LaboraforyTechnic�aan Kenneth Heitkamp t Staff Gist _ .2 _ 404Hour HAZWOPER _ Daniel Bo3gs _. SW Geis# 1 Octavio Flores Staff 222!201 1 itCity of san Bernardino - Proposal to Provide Professional Sendces for As Needed, Can -Cali Geotechnical Irnrestigation 12 and Construction Material Testing Services for Various Improvement Program (CIP) Projects STAFF PROJECT ROLE Of LICENSES/CERTIFICATIONS EXPEWNCE Nucor Density Gauge Certified / Caltrans 125, j Field Tech ician/ Michael Hall Nrapecor 14 2311 ICC Sails Special Inspector J ACA Concrete i Fold Testing Technician - Grade I Michael Cobb Field Technician 18 - Nudear Density Gauge Cid Nuclear Density Gauge Certified / Caltrans 125, — -- ! — p Field Technician/ 216, 231 f ICC Soils Spedal Inspector No. Adrian Veiazco i Inspector i 20 8152858 / ACt Concrete Field Testing Technician' - Grad I / AG Concrete Strength Testing Technic Chris Vaughn Fold Technician 12 Nuclear Density Gauge Certified / ACI Field Testing = Grade I / Caltrans 125, 231 375 Howie Franklin Materials Testing Technician Is i Nudear Density Gauge Certified / ACI Concrete I Field Testing Technician - Grad I J HA2 PER ACI Concrete FMl Testing Technician Levet 1 Jesus Guevara lnspec dFmW Technician 3 [CC Reinforced Concrete Special Inspector /Los Ang2ym M Deput5r Soils Inspector Salvador Ordoriez Field Technician 1 Nuclear Density Gauge Certified Nuclear Density Gauge Certified / ACI Concrete Sharon Grace -Jones inspecor/Fietd Technician 12 i Field Testing Technician Level 1 / ICC Reinforced Concrete Special Inspector f ICC Reinforced Masonry Special Inspector Anthony Guevara Field (Tedinic sari 1 _ Nuclear Density Gauge Certilled James George inspector 4 ACI Concrete Field Testing, Technician Grade I / ICC Spray Applied Fre ICC Spray-appfed Fire Proofing / ACI Concrete Field Testing, Technician Grad I / ICC Certified William Taman Inspector) 9 Reinforced Concrete J Licensed B Genera[ Field Technician Contractor / ICC Certified Structural Welding J ICC Cerbtied Structural Steel and BoWrg / Nuclear Density Gauge Certified Nuclear Density Gauge Certified J City of Los Mohammed Mirza Field Technician 19 Angeles Deputy Sols.kmpedor/ ICC Soils Special Inspector / ACI Concrete Field Testing Technician -Grade I Mostafa Sa#aei w=ield Technician/ 13 Nuclear Density Gauge Certified / ACI Concrete . Field Tes' Technician - Grade I ACI Concrete Field Testing Technician Level 1 / Tetori Albert Ramirez Field Technician 3 ICC Reinforced Concrete Special Inspector J Nuclear Density Gauge Certified Matt Roland Haid Technician 3 Nuclear Density Gauge Certified J ACI Conte Field Testing _Technician - Grade I Steve Skow Field Technician - 16 10 10 Nuclear Density Gauge Certified I ACI Concrete Fieid.Testing TeGhuc�n-Grade I Luis Pelayo ki�cnd Field Technician ACI Concrete Field Testing Technician Level 1 i ICC Reinraraed Concrete Special Inspector f ICC Mases Special Inspector Eft, Cada No. 121322,40 -Hour - HAZWOPER, Nuclear Density Gauge Safety Jason Choi Laboratory Technician 12 Training, 30/10 -Hour OSHA Safety Certified, Confuted Space Training Certified, ACI Field Technician Levet 1, ACI Laboratory Technician Level I Cab -JM 301, 304,308, 309, 366, 370, 382 / ACI Kevin Maier Lead Lab Technician 19 Strength Testing J ACI Aggregate 1 / ACI Aggregate 2 JACi Lab brei 1 ACI Strength Testing /Caltrans 216.217 %Nuclear Mobin Noway Lab Technician i 3 I , {. 2 Density Gauget -- Kyle Came LaboratoryTectrn ician '� - Ben Jimenez Labom[0Technician ) _ _ L David Homan i Laboratory _ Technician ` r City of San Bernardino - Proposal to ftuA& Pmfes t ,-"vims fw As Needed, on -Cal{ Geo� wvesowm 13 and Construction Maternal Testing Services for Various hniproveme nt Program (CIP) Projects Organization Chart `a a.til"iJs" Our team structure i -q illustrated in the organization chart below_ Geotechnical Fred Yl, PhD. PJP Jay Martin, PG, Fred Suharndan. PRaj Pirathiv8raj, P, Joshua Morgan. PE Ali Tabatabaei. PE John McKeown, PG, CEG Kirby Roucher Tyler Grayson Matt Swica Ryan Hankes Abigail McCranie Trevor Lillis Kenneth Heitkamp Daniel Boggs Octavio Flores Shaun Popolza; Ryan King, PEProje-0 Manage: QAlQC Brandon nose trspect:ans Managar James aalgity Field Services Manager Field Services Jeff Dalgity Michael Mackey Michael Hail Michael Cobb f Adrian Velazra Chris Vaughn Hoene Franklin Tony Guevara Matt Rowland Steve Skov Luis Pelayo Rudy Arellano J Im George Jose Toscano Ryan Milum Fabi Velasco Charlie Zoe}Iner Jose Rodriquez Tom Rommel Laboratory Manager Laboratory S H Jason Choi, E1T Kevin Maier Mobin Noorzay Kyle Came Ben Jimenez .ir City of San Bernardino — Proposal to Provide Professional Services for As Needed On -Call Geotechnical kwestigagon 14 and Constriction Material Testing Services forVari" Improvement Program (CIP) projects Shafiq Popalzai, PE PROJECTIYMAGER PROFESSIONAL EXPERIENCE Mr. Shafiq Popalzai, PE, has 17 years of experience providing program quality assurance/quality control (QA/QC), and liaison with federal, state, and local regulatory agencies. He provides technical support to laboratory and field testing and insertion staff; and review all laboratory test reports and all field special inspection and testing daily retorts. He is the Materials Department Manager in the Colton office. His responsibilities include coordinating personnel and equipment resources to ensure client satisfaction. Mr. Popalzai is closely involved with clients and projects in order to form strong alliances and long- lasting working relationships. PROJECT EXPERIENCE Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for various projects. His experience includes: EDUCATION INS in Geotedncal Engineering, Cal Poly Pomona - 2017 BS in Civil Engineering, Kabul University, Afghanistan -1998 REGISTRATIONS Registered Q W1 Engineer: RCE 77336 - California • Wilshire -Hobart Mixed Use Development, Los Angeles, CA • Temple Avenue Train Diversion ACE Project, Los Angeles, CA • DGS — School for The Deaf, Riverside, CA • Kaiser — South Bay Medical Center Parking Structure, Harbor City, CA • Kaiser — Annex Building, Harbor City, CA • Kaiser — Los Angeles Medical Center Ph. 2 Hospital Rebuild, Los Angeles, CA • St. Jude Medical Center — Central Utility Plant, Fullerton, CA • St. Jude Medical Center — PPR Northwest Tower, Fullerton, CA • Los Angeles Co Harbor - UCLA Medical Center, SB 1953 Seismic Retrofit Program, Torrance, CA • City of Santa Monica — City Hall Retrofit, Santa Monica, CA Several DSA projects with Beverly Hills Unified School District, El Monte Unified School Dist0d, Los Angeles Unified School District, Santa Ana Untied School District, and several projects with UCLA • LAUSD — High School No. 8, Maywood, CA LATC Intermodal Yard Modernization, Los Angeles, CA • Los Angeles Co Harbor - UCLA Medical Center, SB 1953 Seismic Retrofit Program, Torrance, CA itcdyofsanBomardino-pmposatopmvweRukssiwWSerW=*wAsNeadecLOn-CalGeoWmicalinvesugam is and Construction Material Testing services for Various Improvement Program (CIP) Projects Fred Yi, PhD, PE, GE GEOTECHNICAL ENGINEER PROFESSIONAL EXPERIENCE Dr. Fred Yi is a senior geotechnical engineer in Terracon's Cotton, California office. He has 35 years' experience providing professional engineering solutions during his career. His expertise in complex problems encountered in geotechnical engineering and geotechnical earthquake engineering has saved our clients time and money on their most challenging projects. Dr. Yi will be responsible for planning and supervising field Investigation and laboratory testing as needed, perform geotechnical calculations and provide most appropriate recommendations for all projects involved. Dr. Yi will also supervise young engineers and provide all technical supports. Dr. Yi is the right person because he is an expert in finding solutions for any geotechnical problems that may arise. Dr. Yi serves in various capacities in geologic and geotechnical project execution including evaluation of liquefaction potential and seismic settlement, static and seismic slope stability analysis, seepage analysis, and providing recommendations for shallow and deep foundations, tieback and shoring design, soil nails and other slope stabilization. PROJECT EXPERIENCE. • SBX Bus Lanes, San Bernardino, California • East County Detention Center, Indio, California • East County Detention Center Parking Structure, Indio, California • Van Horn Juvenile Detention Facility, Riverside, California • ETS Expansion of the Riverside County Mental Health Treatment Facility, Riverside, California • Eight -Story District Attorney Office Building, Riverside, California • Burlington Northern Santa Fe (BNSF) LA Tripp Track Project, Los Angeles County, California 0 '.'- 0 EDUCATION B.S. in Chnl Engineering, Tsinghua Beijing, China —1983 M.S. in Civil Engineering, China Instiftite of water Conservancy arks Hydroelectric Power Research, Being, China —1986 Ph.D. in Civil Engineering. University of Tokyo, Tokyo. Japan - 1991 REGASTRATIoNS Rostered Ciel Engineer. RCE 71059 - Carrfomia Registered Geotechnical Engineer GE 2967, Caftmia AFFIUA7 ONS ASCE, ISSMGE, EERI, IACGE, ICTPA PRESENTATI ONSIB u$L tsHED ARTICLES Published 9 papers in international conferences since 2010 Co-au8sor of Seismic Design of SubstruciLW (in Japanese) ADDfT OVAL TRAINING Sol Driarrics and Foundation Engineering, Univ. of Missmi-Rola, 1992 • Potrero Boulevard Interchange of State Route 60, Beaumont, California • Santa Gertrudis Creek Widening Project • Desat%r Transmission Pipeline Project, Riverside County, California • Relocation of 78 Inch Wafer Line, San Manuel Indian Reservation, Highland, California • BNSF Transload Facility, San Bernardino, California • 3rd Main Line Bridges, Cajon Creek CrossinglCajon Boulevard, San Bernardino County, California 1 Cary of San Bernardino - Proposbl to Provide Professional Services for As Needed, On -Cal Geotechnical Investigation 16 and Construction Material Testing Services for Various improvement Program (CIP) PMJects Jay Martin, PG, CEG ENGINEEMCP GEOLOGIST PROFESSIONAL EXPERIENCE Mr. Martin has 34 years of experience evaluating and mitigating geologic concerns and hazards across the state of California. He has provided project and senior4evel engineering geologic oversight for design and constriction of roadways, bridges, railroads, intermodal yards and large residential, hospitals, schools, dams, and commercial development projects. Mr. Martin has extensive experience in the evaluation and mitigation of seismic hazards and has conducted numerous fault trenching projects across all major faults in southern California. He has provided geologic, soils and mineral resources input to numerous environmental impact reports and environmental assessments. Mr. Martin's areas of expertise also include disaster evaluation and mitigation, as well as groundwater resource exploration, evaluation and development, PROJECT EXP= --Pt" T,C EDUCATION M.S.. Geology, by of Caliiomia; Riverside —1985 B.S.. Geoto", qty of Carrkomia, Riverside —1982 REGISTRATMS Profewbrial Geologist: PG 4887 — Cardomia 1990 Certified Engirwering Geologist: CEG 1529 — CaRldmia 1990 • SBX Bus Lanes, San Bernardino, California /tFFti tAT14NS • Chino Hills Road Alignments, Chino Hills, California inland Geological Society • Cedar Glen Tank Site, Cedar Glen, Califomia (co-Fomder and. Past Officer) Forebay Facility Reconstruction Project, San Antonio Geological society of America Heights, Upland, California i Florine Lift Station Replacement Project, Jurupa Valley, Seismological Society of America California Earthquake Engineering Research Potrero Boulevard Interchange, Beaumont, California Institute • Florine Lift Station Replacement Project, Jurupa Valley, Geoiiazanis intemafional California • Water Tank Replacement Project, Beverly Hills, California a Sunnyslope Water Tank, Jurupa Community Services District, Jurupa, California • Storm Damage, Redlands, California • Colton Crossing Grade Separation, Cotton, California • Passons Boulevard Grade Separation, Pico Rivera, Carifornia • BNSF Commuter Rail, Yorba Linda, California • 3rd Main Line Bridges, Cajon Creek Crossing / Cajon Boulevard, San Bernardino County, California irCity of San Berriardino — Proposal to Provide Pwbni taal services for As Needed,. On -Call Geolectirtical Investigation 17 and Constnxfion Material Testing Services for Various Improvement Program (CIP) Prgects r:l+tt.'nIirIi:vItrl.ii F 8itiIiiir?3 tR :3i g Brandon Rose INSPECTIONS MANAGER PROFESSIONAL EXPERIENCE Mr. Rose has 16 years of experience in special inspections for construction projects. He is an International Code Council Certified Inspector in several disciplines and is a licensed Special Inspector in numerous cities. He holds several other certifications with the American Concrete InstiMe, Post - Tensioning Institute, and the American Welding Society. Mr. Rose is responsible for the management of the special inspection activities at Terracon. PROJECT EXPERIENCE • Yucaipa Boulevard Street improvements, Yucaipa, California City of Yucaipa Performing Arts Center, Yucaipa, California • Crisis Treatment Facility, San Bernardino, California • County of Riverside, EDA, Riverside County Regional Medical Center, Moreno Valley, California • Big Bear Alpine Zoo, Big Bear, California • Loma Linda University Medical Center, Campus Transformation Project. Loma Linda, California a Loma Linda University Medical Center, Seismic Upgrade - Buildings A and C. Loma Linda, California • LLUMC East Campus Hospital CT Scanner and MRl Replacement, Loma Linda, California • Loma Linda University, West Hall Parking Structure, Loma Linda, California EDUCATION Auburn Rgh School — Diploma Rock Valley College, Rockford, IL — Computer Networking Larson Inspection Training, Norco, CA — ICC Special Inspector Certifications CERTIFICATIONS Special Inspector ICC Prestressed Concrete Special Inspector ICC Structural Masonry Special Inspector ICC Slructural Steel & Welding Special Inspector ICC Structural Welding Special Inspector ICC Spray -Applied Fireproof Specia Inspector ACI — Field Testing Technic+an Grade I AWS I CM 11110811 OS! PD Class C NITC ASSE 6020 Med Gas Fyne Fiber Reinforced Polymer Ceri irtcation itCity of San Bernardino— Proposal to Provide Pro*mional Services forAs Needed, On -Call Geolectvdcal Investigation 1$ and Construction Material Testing Services for Various Improvement Program (CIP) Projects James Daigity FIELD SERVICES LUMAGER PROFESSIONAL EXPERIENCE Mr. Dalgity has 30 years of experience. He is the liaison between the field and office for assimilation of data for geotechnical reports. He is responsible for the dispatching of technicians to the various on-going projects, hiring of field technicians, managing the fleet and equipment, conducting safety meetings, and coordinating certification of field personnel. He is responsible for assignment and supervision of field technicians. He is also responsible for assimilating and monitoring field data for technical reports and proposals, preconstruction meetings and job progress meetings, as well as monitoring job progress from a soils engineering standpoint. PROJECT EXPERIENCE EDUCATION Kgh School Uiploma GEkfiRCAT Nuclear Density Gauge Radiation Safety officer • Yucaipa Boulevard Street improvements, Yucaipa, office safety coordinator California Caltrans -125, 231, 375 • City of Yucaipa Performing Arts Center, Yucaipa, Califomia • City of Rancho Mirage Observatory, Rancho Mirage, California • Adelanto Detention Center Expansion, Adelanto, California • Big Bear Alpine Zoo, Big Bear, California • Crisis Treatment Facility, San Bernardino, California • Ben Clark Fire Training Center, Department of Facilities Management, Riverside, California • Hesperia Police Department and San Bernardino County Government Center, Hesperia, California • Ranchero Road Undercrossing, Hesperia, Carlfomia • 1-215 Widening, Phase 2, San Bernardino, California • Ramon Road 11-10 Interchange Improvements, Riverside County, California • Columbia Avenue Overpass at BNSF Railroad, Riverside, California • State Route 911 State Route 57 Interchange, Orange, California • State Route 91/State Route 57 Interchange, Orange Courdy, California • State Street C University Parkway Grade Separation, San Bernardino, California • Interstate 1511rderstate 215, Devore 2, Riverside County, California itCity of San f3emardtno — Proposal to Provide Prokssional Services for As Needed, On -Cal! Geotechnical Investigation 19 and Construction Matetial Testing Services for Nanous !mprovamen? Program (CIP) Projects Tom Remmel LABORATORY ACEI PROFESSIONAL. EXPERIENCE Mr. Remmel is the Laboratory Manager in Terracon's Colton, California office. He is responsible for laboratory testing and training of personnel. He oversees laboratory quality control, maintenance of personnel records and documenting qualifications, personnel competency reviews, and laboratory and field-testing equipment calibrations. He maintains the lab accreditation and has a great understanding of the process for AASHTO, CCRL, Caltrans, Army Corps of Engineers, and DSA. He has an extensive worts history in managing private sector and public work projects within multiple jurisdictions. PROJECT EXPERIENCE EDUCATUM High School — Diploma CE"RCATIONS ACI Aggregate Base Testing Technicians ACI Field Testing Technician Grade 1 • Newport Beach Civic Center, Newport Beach, California TCCCnc Concrete Strength Testing • Southern California Edison, Throughout Southern California ACI Aggregate Testing Technician Level 1 • Glen Helen Parkway, Devore, California � Limonite Avenue Widening, Jurupa Valley, California ACI �� Testing • State Route 22 HOV Lane Design, Lane Expansion, Orange Technician Level County, California ACI Laboratory Testing • Interstate 215 Logistic Center, Moreno Valley, California Technician Level 2 • Perris Logistics Center, Perris, Califomia ACI Masonry Lab Testing • 520, 650, and 670 Newport Center Drive, Newport Bead, Technician California CaRrans 504,518,521 523, • Ecoplexus Solar Canopies, Ventura Youth Correctional 533, 539, 540, 557 Facility, Camarillo, California • Ecoplexus Solar Canopies, California Institute for Women, Chino, California itCtidy of San Bemardino — Proposal to Provide Proiessiaw Services for As Needed, on-callGeotachnical Investigation 20 and Construction Material Testing Services for Various Improvement Program (CIP) Projects Jeff Dalgity LEAD TECHMC1AN PROFESSIONAL EXPERIENCE Mr. Dalgity is a Materials Testing Technician in Terrac:on's Colton Caiifomia office. He has 16 years of experience and is responsible for performing field compaction testing, concrete tests and various soils tests. He also performs laboratory soils and materials testing. Jeff also has served in the capacity of F*W Supervisor, supervising field technicians responsible for grading observation, conformance testing of utility lines backfills, curb and gutter, sidewalk, roadway and parking lot grades. As a supervisor, Jeff attended pre -construction meetings and weekly job progress meetings, reviewed paper work and as -built drawing for final reports. PROJECT EXPERIENCE Cedar Glen Tank Site, Cedar Glen, California This 0.37 million gallon bolter steel tank site is on a steep hillside and used a retaining wall constructed of EnviroBlockS. Various undocumented fills present before grading. Mr. Dalgity included grading observation, backfill observation, concrete observation and conformance testing. High school Uptoma CERTIFICATIONS ICC Soils Special Inspector Cam 125 Method of Test for Sampling Ffighway Materials in the Roadway Structural Sections Caltrans 231 Method of Test for Relative Compaction of Treated and Unheated Soil and Aggregates ACI Concrete Field Testing Grade 1 Nuclear Gauge Certified Romoland MDP Line A Stages 4, 5 and 6, Briggs Basin, Line OSHA so -Flour Certification A-2 and Line A-3, Riverside County Flood Control wear testy Giiwe CertiSed Mr. Dalgity served as a Soils Inspector and Concrete Inspector. His duties included grading observation, backfill observation, concrete observation and conformance testing of the 22,000 linear feet of storm drain. Jeff performed inspections and casted concrete cylinders on all concrete placements. This consisted of reinforced concrete box (RCB) and trapezoidal channel. Additional duties included reviewing job plans and specifications prior to start of work with the contractors, inspecting materials for identification per approved job specifications, checking the elevation, grade, line and location of structures, locating other utilities ahead of the proposed work, coordinating work with contractors, conformance testing of work performed, sampling of materials, observation of work performed, daily reports of work progress, conformance testing reports, pertinent discussions and as built plans. All inspections were in compliance with the project specifications. This project is estimated at $ 23 million. Brineline Extension Project, Yucaipa Malley Water District, Yucaipa, California Terracon performed the Geotechnical Investigation for the Brine Line Extension Project Ionated in the Cities of Yucaipa, Redlands, Loma Linda, and San Bernardino, and the Counties of San Bernardino and Riverside, California. The project consisted of approximately 16 miles of new brine line, commencing at the YVVVD Wochhoiz Water Recycling Facility (WWRF) and terminating at the existing Santa Ana Regional Interceptor (SARI) pipeline in the City of San Bernardino. Due to the length of the brine line, coneems with seismic settlement, liquefaction, sidewall caving, oversized material, slope stability, shallow groundwater, pavement structural section design, replacement and cemented soils had to to addressed. Mr. Dalgity served as Materials Testing Technician. itCity of San Bernardino — Proposal to Provide Professional Services for As Needed, On -Call Geotechri i,Zw Investigation and Construction Material Testing Services for Various Improvement Program (CIP) Projecm 21 Michael Mackey LEAD INSPECTOR PROFESSIONAL EXPERIENCE Mr. Mackey is a Senior Materials Testing Technician in Terracon's Colton, California, office. He has 17 years of experience providing field and laboratory materials testing services. He has extensive experience coordinating and supervising materials testing services for large-scale grading projects. His duties include field grading observation and compaction testing, concrete tests, and various soils tests. Mr. Mackey is also experienced with various laboratory soils and asphalt tests. He is responsible for organizing and compiling all daily inspection reports and testing data, along with coordinating with the project engineer to assist with preparation of final reports. PROJECT EXPERIENCE Adelanto Detention Center Expansion, Adelanto, California The project included three new concrete and masonry multi- story buildings for inmate housing totaling 267,586 square feet, an inmate services building of 25,144 square feet, a sally port, parking lots, and renovations of preexisting inmate services buildings. This project total construction cost was $144 million. 1UcA'nom San Clemente Hgh School — Diploma Saddleback Commurft College Some Coursework Fligh School Diploma CERTIFICATIONS Nudear Density Gauge Certified Caltrans: 125,231 ICC Sols Special inspector ACI Concrete Field Testing Technician —Grade I San Bernardino County High Desert Government Center, Hesperia California As Materials Testing Technician, Mr. Mackey provided materials testing, grading observation, and compaction testing for this project. Terracon also performed the geolechnic:al investigation for this $19.8 Million. project. The project consisted of a two-story building, with 55,000 -square -feet. Other improvements to the site included a parking lot, underground utilities, sidewalks, landscaping, and enclosures for a transformer, above -ground fuel tanks, a generator, and trash receptacles. The project included both the City of Hesperia and the County of San Bernardino in a joint effort to accomplish the new building. Smith Creek Bank Stabilization, Banning, California Mr. Mackey performed grading observation, compaction testing, and materials testing for this recently completed project. Terracon also performed the geotechnical investigation for the reconstruction of Smith Creek Bank at the Lary D. Smith Correctional Facility in Banning for the County of Riverside. Other services included testing during the placement of filter fabric, riprap, aggregate base, grout and Portland Cement Concrete (PCC). Greenspot Road Widening, City of Highland, Highland, California Mr. Mackey served as Materials Testing Technician. He was responsible for Testing and Inspection Services for the City of Highland Greenspot Road Widening project. The project consisted of widening Greenspot Road from SR -210 to Boulder Avenue, widening of the existing on and off ramps at SR -210, and utility improvements. Terracon provided compaction testing and grading observation of the earthwork, placement and testing of Portland cement concrete (PCC) and hot mix asphalt (HMA) concrete pavement and testing of aggregate base (AB). itcity of San semardino — Proposal to Provide Professional services for As Needed, On-call Geotediriical Inves%ation 22 and Constnmum Material Testing Services for Various Improvement Program (CIP) Projects a a ilii1ra_ a a, mw'yzauwjja�� Our ability to be responsive, resourceful and reliable in the performance of the on-call for City of San Bemardinds Geotechnical Investigation and Construction Materials Testing services is based on a deep pool of local and national experience on similar projects. This expertise is demonstrated by the list of similar municipal projects Terracon has performed locally in the past 5 years, followed by examples in Southern Califomia projects. Please feel free to contact our clients_ They will attest to the quality, timeliness, and cost-effectiveness of our services. Listed below, we have included similar projects we have wonted on within the past five (5) years: Cities in San Bernardino County Project Name CRY of Yucaipa Oak -... Widening City of Rancho Mirage City of Colton City of Loma Linda,_ City of Grand Terrace Fifth Street Improvements Yucaipa Boulevard Street Improvements City of Yucaipa Performing Arts Center On -Cal Pavement Rehabilitation 18th Street and Yucaipa Boulevard Yucai State Park — Restroom Building City of Rancho Mirage Observatory Cormnunity Park Pavement Replacement Observato Public Library West C .Street Under ,ass Bridvle. . -Benton Street Storm Drain Pavement Rehabilitation Grand Terrace Dog Parc - Slurry Seal Project On the following pages we have included detailed project write-ups that demonstrate our ability to complete your supe of services. itCity of San Bernardino — Proposal to Provide Professional Services for As heeded, On -Cal Geoledykal kwasogadon 23 and Cp mbic ion Wane! Testing sus for Various h9rovement Program (CIP) Projects Environmental a Facilities it Geotechnical • Materials SBX BUS LANES SAN BOWAIWINO, CALIFORNIA The Omnitrans SBX is an express bus service in the Inland Empire. The initial alignment consists of a dedicated bus lane that averages more than 12 feet wide over approximately 6,300 linear feet, in both directions of E Street in San Bernardino, California. The originally -recommended pavement section was composed of 7 inches of hot mix asphalt (HMA) / 6 inches of aggregate base (AB) / Geogrid reinforcement / 6 inches of aggregate base (AB) / Geogrid reinforcement/ compacted subsoil. The City of San Bemardino required an alternate pavement section in order to save on costs. Terracon's Role Terrracon provided an alternate solution to the City by suggesting that R -value testing be performed on cement treated samples in order to develop a pavement semen. Three different cement contents (2, 4, and 6 percent) were tested for R -value and a thinner pavement section using cement treated subgrade soils was developed. CLENT: Ted Rigoni City of San Bernardino 30o North D Street, San Bernardino, CA (909)384-5198 Rigoni Te@sbcityorg DATE: June 2094 FEE: $8,948.00 HIGHLIGHTS: Outside -the -box thin" by using R -values on cement treated subgrade soils rather than costlier Unconfined Compressive Strength Testing The logistics of this project were crucial in the completion of the investigation report. An initial visual pavement survey was performed and locations where the most distress were observed were marked for coring. We also provided coring and sampling of subgrade materials. our constant communication with the client and project management procedures allowed us to provide the final section design immediately upon completion of the laboratory testing. The client was able to move forward in his procurement process for construction prior to finalization for the Geotechnical investigation report. Based on the reduced pavement section using cement treated subgrade soils, the client was able to realize substantial cost savings for the project in both materials and labor. ---------------- irCity of San Bernardino— Proposal to Provide Professional Services for As Pleaded, On -Calf Geate0nical tmesfigation 24 and Construction Material Testing Services for Various Improvement Program (CIP) Projects Performing Arts Center YUCAIPA, CALIFORNIA A new, approximately 161200 -square -foot multi-purpose performing arts center was developed in the Uptown Historic District in the heart of Uptown Yucaipa. The Performing Arts Center was built to provide a venue for all types of performing arts including community theater, concerts, dance, galas and major events. The structure consists of a 287 -seat audience chamber, support spaces such as dressing room, restrooms, green room, an outside stage/ rehearsal room, storage, offices, community offices, and a warming kitchen in a 2 -story wing to the north. The development includes on-site pavement of both asphalt concrete (AC) and Portland cement concrete (PCC), as well as associated infrastructure. Terracon provided the geotechnical investigation for the project as well as grading observation and compaction testing during constriction. A north -south trending Verizon utility line was encountered across the western portion of the building pad area. Per the recommendation of our geotechnical engineer of record, the line was encased in three -sack slurry in order to continue grading for the project. Otherwise the line would require rerouting which would have taken weeks to complete. Additionally, a 25 -foot -deep seepage pit was encountered in the north -central portion of the building pad area. This seepage pit was filled with two -sack slurry to within 5 feet of the pad finish grade to continue with grading rather than removing it and have to deal with a confined space to backfill. CLIBIT: Fermin Preciado, PE City of Yucaipa 34272 Yucaipa Boulevard Yucaipa, CA 92399 (909) 797-2489 fpreciadop_Yucaipa-org DATE; December, 2014 to Current Geotechnical Investigation: $9,720.00 Grading Observation and Compaction Testing: -$32,000 Materials Testing and inspection: Est. Cost -$192,000 HIGHLIGHTS, Responsive to the City on unforeseen subsurface conditions during grading Preparation of the geotechnical investigation report on time and within budget Continuation of geotechnical services from the investigation report to grading observation and compaction testing. The geotechnical engineer of record was available to the project team immediately upon encountering of the Verizon line and seepage pit and provided- responses rovidedresponses to RFIs within the same day to ensure that there would be no significant delays to the project. Our final compaction report for the building pad was issued within the sabres week as completion of grading operations. itCity of San Bernardino, — Pwposai to Provide Professional services for As Naeded, On -Cal GeoWmical Investigation 25 and Construction Material Testing Services for Various Irnpmvernent Program (CIP) Projects Yucaipa Boulevard Street Improvements YUCAIPA, CAUFORNIIA Terracon is currently providing materials and soils inspection and testing services for the City of Yucaipa. This contract is part of their street improvement projects for fiscal years 2016/17 to 2018/19 and includes varus street implements throughout the city on Yucaipa Boulevard. CUENT- Chuck Collett City of Yucaipa 34272 Yucaipa Boulevard Yucaipa, CA 92399 (909} 797-2489 ccallett@yucaipa.org oaTt: February 2018 to Ongoing The capital improvement project is part of an effort to widen Yucaipa Boulevard, from the freeway entrance all the way to FEE: 15th Street. We are currently in Phase I of the project which $10,276 includes street widening from 18th Street to the 10 Freeway. Our services include grading observation, compaction testing, Concrete inspection and associated laboratory testing. Improvement to the various streets have included: • 13"' Street • Oak Glen Road • 5'h Street • California Stmt • Avenue G • Avenue H • Tennessee Street • Ph Street HIGHLIC44TS: Responsive to the City on unforeseen subsurface conditions during grading itm of san aemardin, — Proposal to Provide Protessionai Servicers for As Needed, ori -Can Geotechnical Investigation 26 and Construction Material Testing Services forYadous Improvement Program (C1P) Projects IV- - -.-- 111*1 1 4 Rancho Mirage Observatory CUE_rrr: Mark Sarnbito, PE RANCHO NIRAI;E, CALIFORNIAMark of Rancho Mirage The city of Rancho Mirage constructed a new, approximate 22- 69825 Highway 'E 11., Ranchoge, CA foot -diameter observatory next to the existing Rancho Mirage Mirage, Public Library. The structure consists of a three-story masonry ma*s@ranchon*ageca.gov and metal frame structure supported by a deep foundation system. The observatory dome will be comprised of metal DATE: framing associated hardscape and underground utilities will also October 2016 — March 2048 be included. The observatory has a research-quardy telescope and its 22%, Etl FEC FAdditional Investigation: foot diameter dome will rotate in sync with the telescope. The $6,930.00 facility accommodates classrooms of students, and rotates in sync with the telescope, which was recommended by scientist Grading Observation and Dan McKenna at the California Institute of Technology Palomar Construction materials testing: Observatory. The dome also includes a 1,500- to 2,000 -square- $24,655.00 foot outside deck where people can bring their own telescopes to stargaze. HIGHLIGHTS: Terracon was retained to rform the grading observation and Experience and expertise of stair Pe 9 n9 raised red flag in tQuridation construction materials testing services for the project. Upon design of observatory review of the third -party geotechnical investigation report and project foundation plans, we realized that the report and Plan review and review of third foundation design were insufficient for the construction of this party investigation lead to unique structure. After discussion with Public Works Director additional investigation work Mark Sambito, our geotechnical engineers provided another proposal for additional investigation work consisting of Cone Penetration. Test (CPT) soundings at the project site. Based on these results we provided alternate additional recommendations for pile capacity that lead to deepening of the cast -in -drilled -hole (CIQH) pile foundation system. The experienced and expertise of our staff, and our communication with the client during plan review lead to changes of the foundation design. The observatory building has critical settlement tolerances that may have been exceeded during the life of the project had a comprehensive plan review not been performed: it Cay of san Bemardmo — Praposat Io Provide Professional Services for As Needed, on -Gall Gk�ical Investigation 27 and construction Material Testing Services for Vaious Improvement Program (GIP) Projects Et! oninZ # a Gc'ot.� t Terracon uses a planned and systematic approach to providing appropriate staffing on all projects. This process includes detailed staff assignments that are provided to team members in writing and include items such as the scope of work; site access, designated client representatives; site conditions; budget and timeline; safe work practices; designated laboratories that will be used; turnaround times for analytical results needed; and delivery protocols for samples sent to the laboratory and for results to be returned. For complicated projects, the PIC and the Project Manager will meet with field personnel to review all of the above. We have a standard procedure for pre -task planning for both technical requirements and safety protocols for each project. Depending on the complexity and duration of a project our Project Managers provide periodic check -ins including safety checks. Below is a table of key staffs percentage of availability. PercentageStaff Member Shdq Po i, PE - ProjedPAanager/Main Point of Contact 45% Ryan Kind, PE- QA/QC _ . - _ — _ _Fred r, PhD, PE, GE - Geotechnical Engineer _ _ 40% Jay Martin; PG, CEG= Engineering Geologist _------ 40% Brandon Rose- Inspections M nater 4(146 ----__--.� James Daigity Field services Manager -__ _.._.._..__._-..- _.------_..---"---- _-- --._ Tom Remmel - Laboratory Manager____— _ 60% -- Jeff Dallqity - Lead Field "Technician _ 65% Michael Mackey, - tend inspector 65 ircity of son Bemardino — proposal to Provide Processional Services for As Needed, Eon -Call CeobeGurical Imies6gion 28 and Construdwn Mateml Testing Servie:os for Various Improvement Program (CIP) proieets a � ` For this contract we will be including Martini Drilling Corp. for drilling services as our subcontractor. We have been and are consistently working with Martini for when drilling services arise. Our relationship with them has grown over 19 years of working with them. They are our "go too firm for drilling services. Martini Driilirg Corporation 15571 Chemical Lane Huntington Beach, Carfornia 92649 Contact: Darin Martini Phone: (714) 715-27151 Email: martinidrflling@yahoo.com 1A City of San Eemardino — Proposal to Provide Professional services for As Needed, On -Cali Geofech� investigation and Construction Material Testing Services for various Improvement Program (CIP) Pr*cts 29 �- Mailt:i; a 6. LOCAL PREFERENCE ELIGIBILITY Terracon's local office is located in the City of Colton with 45 employees. Our office is approximately 5 miles away ftm your Public Works Department Building. a: 1.14 gan.,-Rernar' 0' 11 Sh**E VALLEY 601,1.E it OEM "'S n4m Mwwn-��= W, an9n sutle C � l% Lome Undg Below is a copy of our City of San Bernardino business license. C 00,1WA now DA; t, VATS M" 1XX AM10 CJXJtk.% DAVf, 1. owww"MOR 0"4d IL Oabnw� 1tW*-%xkW I vtowa* C(*W, LTAN M Doc Ali &*M% SAM AL Atom" WAs a it city of son Bernardino —Proposal i, Provide ProfessionalServices for As Needed,On-Call Geowcwcal Investigation 30 and Construction Materlid Testing Services for Various Improvement Program (CIP) Projects 7. PROVIDED Y THE CITY Terraacon assumes that the City will provide: • All available published and unpublished reports, • Access to the project sites at no cost to us • No -cost permits where needed • All field services will be performed under safety Level ® personal protective procedures • We have assumed that fieldwork is performed in a single shift 5 -day per week schedule; • Inspection services will be billed portal to portal with a four-hour minimum charge applied to on-site hourly unit rates; • Staff time, laboratory testing and extra trips required for re -testing t rye -inspection will be marked on the monthly invoices and be considered out -of -scope items; • All work performed during weekends and holidays or in excess of 8 hours per day will be billed at 9.5 times the applicable hourly billing rates; • Terracon's rates are based on California prevailing wages. • Terracon's services specifically exclude job site safety responsibility, and our services do not relieve any contractor/subcontractor from complying with project specifications; and, • Invoices for the project will be submitted on a monthly basis. itCity of San Bernardino— Proposal to Pmvide Pmfessional Services for As Needed, On -Cad Geotechrircal Investigation and Construction Material Testing Services for Various Improvernent Program (CIP) Projects 31 8® COMMENTS OR SUGGESTIONS What is Incident and Injury -Free? Incident and Injury -Free (IIF) is about care and concern for people. It is our personal and organizational commitment at all levels of the company to everyone going home safe to their family every day. It is where safety is held as a core value as well as an operational priority. Working safely is an inseparable part of working correctly, just as much as other operational priorities, in particular qualify, budget and schedule. Incident and Injury -Free is our commitment to our people, who we value for who they are and what they do. Our Rtiies to Live By Our Rules to Live By are at the foundation of Terracon's IIF culture. These give employees clear, specific ways to stay safe on the job, covering essential aspects of safety including personal protective equipment (PPE), equipment and tools, working at heights and depths, motorized vehicle safety, and reporting of injuries. We regularly use and discuss our Rules to Live By, and associated practices, in our offices and on job sites to ensure that everyone is following these fundamental rules. Our focus on pre task planning also serves to reinforce this message every day. We can't just tell someone to "be safeA; we can, however, ask our employees to follow our Our Rules to Live By, do pre -task planning for each task every day, and follow the safe work practices they have been trained to follow to complete work at a task level. Our Rules to lave By have rade a measurable difference in keeping our employees safe and in helping us preserve the trust and business with our clients. itaw of San Bem num — Propwm to Provide Professional seances far As Needed. On -cal Geotechnical hnne on 32 and construction Material Testing Services for Various Improvement Program (GP) Profits Conducting our work safe!y Safety is one of Terracon's core values and our commitment to rneurs conducting our work in an "Incident and Injury -Free (IIF)" philosophy is one of the pillars tare only acceptable way.. of our culture. Successful execution and delivery includes the Incidents, injuries, and ocdden& need to work safely and keep our employees and the public safe a -ill not be vietived as: probleins to every day. Terracon is very much a safety -oriented company. niakego away, haat os We strive to build health and safety into all aspects of our eppw-tunities to strengthen business and into the thinking of our employees. The culture is incident and Injury -Free continued further in our everyday work culture, with all meetings - beginning with an IIF moment and safety discussion. beginning What is Incident and Injury -Free? Incident and Injury -Free (IIF) is about care and concern for people. It is our personal and organizational commitment at all levels of the company to everyone going home safe to their family every day. It is where safety is held as a core value as well as an operational priority. Working safely is an inseparable part of working correctly, just as much as other operational priorities, in particular qualify, budget and schedule. Incident and Injury -Free is our commitment to our people, who we value for who they are and what they do. Our Rtiies to Live By Our Rules to Live By are at the foundation of Terracon's IIF culture. These give employees clear, specific ways to stay safe on the job, covering essential aspects of safety including personal protective equipment (PPE), equipment and tools, working at heights and depths, motorized vehicle safety, and reporting of injuries. We regularly use and discuss our Rules to Live By, and associated practices, in our offices and on job sites to ensure that everyone is following these fundamental rules. Our focus on pre task planning also serves to reinforce this message every day. We can't just tell someone to "be safeA; we can, however, ask our employees to follow our Our Rules to Live By, do pre -task planning for each task every day, and follow the safe work practices they have been trained to follow to complete work at a task level. Our Rules to lave By have rade a measurable difference in keeping our employees safe and in helping us preserve the trust and business with our clients. itaw of San Bem num — Propwm to Provide Professional seances far As Needed. On -cal Geotechnical hnne on 32 and construction Material Testing Services for Various Improvement Program (GP) Profits Speaking Up for Safety At Terracon, our Incident and Injury -Free culture is focused on active participation in the rales, practices, and personal actions that support all employees going home safely every day. Employees are expected — and encouraged — to speak up whenever they see someone doing something that pis themselves or others at risk of injury, or feel that they are being asked to work in unsafe conditions or perform hazardous tasks. The responsibility of employees to speak up — and to not perform a task they have identified unsafe — is supported by Terracon's managers and leadership 100 percent. This applies whether an employee is confronting a co-worker, a supervisor, a contractor, or even the client. Safety is integral to our company, and employees can speak up for safety without fear of backlash or negative consequences. Site Safety Check4ns The majority of the work we do involves many employees being on various project sites each day. This is also where the overwhelming majority of our injuries occur. Managers engaging employees in safety discussions during site visits results in safer project sites and fewer injuries. This is also one of the key foundations to creating and sustaining an IIF workplace: when we engage each other, we show care and concern and build relationships that in turn help us accomplish our goal of being IIF. Pre Task Planning Terracon views pre -task planning as the most proactive activity that we can do to maintain an Incident and Injury Free workplace. It is required from the very beginning when preparing a proposal and starting projects, as well as when we assign work and execute tasks throughout the day. Employees at all levels have the responsibility for ensuring Pre -Task Planning is done effectively. We ask all our employees prior to doing a task, to take time to review how you will do the task safely, determine if the work conditions are what you expected to do the job safely, and repeat Pre -Task planning prior to starting any new task. City of San Beman ino — Proposal to Pmv de Professional Services for As Needed, On -Cal Geotec imimr Investigation 33 and Construction Material Testing Services for various Impmvement Program (CIP) Projects Our fee is included in a separate envelope as requested in the RFR Managem-nt f Work Pkn Terracon approaches each project with the four -phased methodology outlined below. Our professionals are experts working through all phases of work including initial survey and design, pre-bid phase, construction phase and project close-out. We work as a team, collaboratively with architects, construction mangers, general contractors, abatement firms, public agency representatives and others, Careful collaboration ensures we select the appropriate project approach that will comply and ultimately be well received by project stake holders and comply with all requirements of the program while allowing flexibility in adapting to changing needs, design alterations and priorities of a public agency. Additionally, we have a large staff of certified personnel in California which allows us to mee aggressive schedules and manage rnultiple projects concurrently. Each geotechnical project is entered into Terracon's project management system. Milestones are set up that are included on the GeoReport portal, so that all stakeholders can view them. The same is true for our Client Document Website All documents; data, field daily reports laboratory tests, and project reports are available to you at all times in perpetuity. Scnedulle It will be our Project Manager's responsibility to provide support to our field staff and to ensure all levels of communication and coopers#ion are maintained throughout the duration of the project and proper and accurate scheduling is achieved CMELMS"I allows Terracon to utilize ars innovative method of scheduling our staff utilizing the capabilities of Microsoft Office Outlook. The scheduling process will provide real-time scheduling of our staff through mobile -communication technologies that will provide electronic documentation of the work for our technicians and managers that can be accessed remotely by our project learn anywhere at any time. Blank dispatch report templates are produced for each day's services order in CMELMST"' for use by our field personnel. The dispatch reports can be emailed to our oersonnel or hardcopies printed and utilized depending on the requirements of the project The dispatch report vtill contain all pertinent information required for the tasked service, including the testing requirements and specifications, type of tests or inspections required, a standard field report template and the location, date and time of the requested service. The dispatch is then recorded and saved in CMELMS TM for tracking of report status. Our field staff for this project will be € sing smart phones and laptops capable of receiving e-mail and maintaining personal calendars. The schedule request will include the CMELMS dispatch report and will include the required and necessary information for the technician to attend and complete the task. iA city of san Bernardi=— Proposal to Provide Professional Services fix As Needed, On -Cal Geotedznical Investigation 34 and Construction Material Testing Services for Various Improvement Program (CiP) Projects a F 3'a![ s if .. Appendix lrerracon Brandon Rose ACI Concrete Field Testing Technician - Cra€ie I BRANDON AAOSE CArMCdflBFi 10 901074M oa; 027/2021 Verify at ChedcACLorg $randou Hose tmrify . xccSafe .orgl5Z715G2 Lamt:t Fi=t w uaat -fs ceder dais namae: City, State Wig- Dox-r"icatIm Type (a) - lrerracon Ros%Brendan A Brame d Rose Rancho CMMMM914r CA 91730 (eqfires 10/20/2M) {exphes 16/20 Sbuchmal S tBd & Weld' S'fseciai it ( s 10/90 010/25/2013) mor >Brendoff Juno Rose �4 YI�lF1/iY% VIL} tit K�'FL'lihttl} iyrt7l3 �.I. WAbm* CWMMW t y folaclMd .. ACI Concrete Field Testing Technician - Cra€ie I BRANDON AAOSE CArMCdflBFi 10 901074M oa; 027/2021 Verify at ChedcACLorg $randou Hose tmrify . xccSafe .orgl5Z715G2 Lamt:t Fi=t w uaat -fs ceder dais namae: City, State Wig- Dox-r"icatIm Type (a) - lrerracon Ros%Brendan A Brame d Rose Rancho CMMMM914r CA 91730 (eqfires 10/20/2M) {exphes 16/20 Sbuchmal S tBd & Weld' S'fseciai it ( s 10/90 010/25/2013) mor James Daigify St VCTRONIC oLAB0RA-,ojZ,'lr* wvtll tS, /A AMew ce"WESI "a ma over-wsrmy com"Mm M Txmtr IWOUTAOW UWoMTCv=. mc. mium COURSE roil Tm M OF Summit mlwc; mmmm, NO 29362 lrerracon WWSM lacvjaa In MM COMM MW a ML04: =a ma"Waw" *1 P- PMMtW" POP ftWZIkW VW.W *Zrdp m6ow""4f. Dxr t GOWMI safow pzv&wftmm- 2. umwa bwft-Jus" raft" f. Mae WFUCM&" mv4vcm N. NO 29362 lrerracon Envtro Tom Remmd 1.9 Tester Information Pet TOS lie =el 2-0 Tester Details S.0 Basic Information Fiesilimna - Trim sub= Atom 4.0 Associated Labs TOtat 1 item. Lab WM19W Nw* 1 futl/kdcfiraas i}ictritlA44$ Te<rawn Tom Ro mmd 1 or&% Su9ta C. Coven. Gam Y s s Q Test Metho&, e.o ivalifornia Test_(CT) Certiftcatians TOW 9 bwo. Test iketlrotlSDate R�gaponetoLawl V!nttn Scoln Coutts Cr &M A;f Conteo€ of Me 2x21 -11-i2 oipib t.$b 1 00 = F%Jmsrare fdBrwo (JTGPI t�ye sxm*v)ls? CT b1e: UnR VVeeigh± -€SCC 2021-11-12 Dow Lab 1 ar7rW4 (,TGP', Shonadiarryz CY 82'r. COMPMUIV' 201946-21 SIMM r - PCC &ism Yar4oa Ub i (N(t 00%,f0a CT =7 Furans! Str"# 2019-05.21 Serm Yen; -a€ Lab 1 9D co 49) PCC 1-11-12 C7 -539: SartP�9 F.ash Exert`-: tab 1 tlML .G:W% tJTGF-2 43ft t civw. trnw.x±�sp CT W--. MWdng CyC sdm 21-11-12 ') 84ftb Lab 1 f VO PCC.(arc ft&U,&vfvSr rcrsis3 CT SOM Air Centerd of P('— 2021-11-12 `#*t"eIrL- f gam' 8ha3Lwt Lab 1 k -Nu ^u#f!t - ACP) e.y F€ ^Fitt CiSW- S -PCC X21-11-12 Lab 1 t f.FTt;P4 CT 857 TQC Per- ji-! - F G 21-11-12 0`plib Lab 1 elk, ij=p;p..3ourpi :wmwaft] Irerracon Jeff Dalgfty Cert c a - ut if? Of jc,vmpfi�t w*n AfrAYkAiV -fwwwprezdde f -?X VO.-Wmm SqjIyti, ftgr Tmwvfw,-eu&" fidws. tie a u ro ir 13"1 Fill Rilif r nis �,S ',C# ceni& Owd hm demmastraw bwwe* andawro, by awmUf9flycomplef in* Abe ACI cowputfon reipdremews acrd h mak, revagrind as an AO Concrete Field Testing Technician - Grade I CerIM44. tW= ON12JU16 Expkw. I&MAZI , A UM E=MLW of Rownt- wwum J pjkr ACI Af, V'r, , F) r ofcerti rfw Irerracon h*a awdenal Safety 15ducation InAftaft (NO 199F DALGITY 30 -Hour OSHA Hazed RecoOffign iYainkg lbr the Cowtruction hWustry on- a3l"14 bm ** ur*mjmaw of cannnia Sm Dkq*twwqvwW Wety fikxaom hw1w* OW MsAwar(W 10 lrerran 7t 7 AAA U. to It VLEIrtif irate of MlElolltpl Jeff Dak[ity -104 - Yeady Refresher Course - Ponable Wurlear Gou". 03/1 018 aw AL �L,.,1�� i ►� #:a' � # i F ';4. A 7 .aka •:.9 h*a awdenal Safety 15ducation InAftaft (NO 199F DALGITY 30 -Hour OSHA Hazed RecoOffign iYainkg lbr the Cowtruction hWustry on- a3l"14 bm ** ur*mjmaw of cannnia Sm Dkq*twwqvwW Wety fikxaom hw1w* OW MsAwar(W 10 lrerran *WW V*%ft - =734i Search Sar Cethfied Prowls -ICC i records lbuncL CSFURed City under dft nam State CeFNICAOS left , , � ey Dalgity Yu caip 3 CA lferracon Soils Special wi. .8 a 'p!e! 3;S Page 3 -of 3 Mike Mackey Tesstnd Ezpkabm Deft CT W4 zv"Ta CT Sia i-" Cr 539 2423 -M -2t CT SM %4 CT 50 2M!3-9iYi Cil 556 ?-M CT 557 20nmU- f W * Fa I zAu ! n- ix Q3ni:jrATKm ORS IA DEPARTMENT OF TRANSPORTATION RCEFMTEto Mike Mackey vft is owWW to peftm vmMmrg- in LAb 1 boraM"ld Lalli Re. -Ed Lab 1 f8 hwd latwq Lab 1 lWmwdlftftmd Lab 1 L& I Lab i. Tmwm,1355 E. Com Ylft Q Cams IL � !A 12+4 (K) Date ismak 11412=8 Maim T !svaFd askmS as ow Tedff sart� ist Cid# As - Page v lrerracon 1 i - .i I is a F -a cil i *,.: --z a iNTERNATIONAL CODE COUNCIL MICIUEL S MACKEY lu Aft"w"wCv&C"a^%*"w1 m; aRaeal6 roar :+ S &jwW wj=ftT 65,* qrsep*20m XMIs Search for Cerffted Profm4owlz - ICC 1 records Tbt;nd. Certified under this name Michael Madcey 1rerracon CAY Stft Cerdlicates Yucaipa CA Soils Special inspector (exphes 0912012019) Page 3 of 3 - I 'eiiei),nicai v I rerracon AMERICAN CONCRETE INSMUTE V*&t* 1 MICHAEL S MACKEY hu by sure- i,%t(y cywoip tttMg do, Aa CorNi'miko, /s vu}e'asrPti ria and i3 hersy rrwg, rz:cxt ua zv) ACI C$acre ld ToWng T - Grade I Boa MfiftJ3 gzpkm WMas loadmw at b& Csimad at ouvfiw,�t7 d�tt tebr a�fC # SEARCH RESULTS Naim: Lackey Your sear6 returned I reconL Irerracon State of California Department of Transportation CALTRANS AC.C.REDMATM LABORATORY WSPECli4B, WORT Form TL -0113 Expiration Date: 2019-11=06 Inspected By, Seree Yenjai IA No.: 93 Phone: 916-247-1911 RSP #: 49 Hie: Material Category 500 Laboratory: Terracon Address: 1355 E. Cooley Drive: Suite C City: Colton State: CA Zip: 92324 Lab QC Mgr.: Tom Remmel E-mail: to.m.remrnei@terracon.com Telephone: 909-824-7311 Fax *.: 949-503-1136 A certified independent Assurance (IA) visited this laboratory on (Hate) Only the equipment to be used on Caltrans Construction protects andfor local c,llmnp,rejects 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. Testing personnel shad[ be Caltrans Qualified and possess a current Caltrans Certification Farm TL -0111 orAASHTO Proficiency Form TL 0115 pror to performing any sampling or testing. CT 105 Cf 106 CT 125 GEN CT 201 Cr 202 CT 204 CT 206 CT 207 CT 208 CT 2019 CT 211 Cr 216 _Y CT 217 CT 226 CT 227 Cr 229 CT 231 CT 234 CT 235 CT 301 CT 304 CT 308 CT 309 CT 366 Cr 370 CT 375 CT 382 CT 504 CT 518 Cr 521 CT 523 Cr 531 CT 533 Cr 539 CT 540 CT 543 Cr 556 Cr 557 A visual check was performed and documents provided as necessary for the failowing items: yps Facility Safety Manual W -S Laboratory Procedures Manual _Laboratory Quality Control Manual )CS ^Proper test equipment _Copies of current applicable test procedures Wa —Calibration and service documentation PageXQ 71 jo"te, -Calibration stickers affied to test equipment (dated within the 12 months) on this laboratory was Caltrans Qualified by: (Printed name of IA person) Signature of A erson) PWW ACORU0DATE CERTIFICATE OF LIABILITY INSURANCE (WNDD/YYYY) �,. 1/1/2018 12/15r2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton Companies ACT NAME: 444 W. 47th Street, Suite 900 PHONE - FAX Kansas City MO 64112-1906 /A1C.ExtS; E-MAIL lL IMC, No): (816)960-9000 ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A: LOXIn rtoriInsurance COm 19437 INSURED CHJ CONSULTANTS, INC. 1319510 ........... INSURER B: Travelers Property Casualty Co ofAmerica 25674 TERRACON CONSULTANTS, INC. INSURER C : The Travelers Indemnity Com 25658 INSURER D : 1355 EAST COOLEY DRIVE, SUITE C COLTON CA 92324-0231 ` INSURER E POLICY JEST LOC INSURER F: COVERAGES TERCO01 CERTIFICATE NUMBER: 14411688 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDIf�`UB- - POLICY POLICY NUMBER MMMDNYYV MMID131Y� LIMITS LTR B X COMMERCIAL GENERAL LIABILITY CLAIMS MADE X OCCUR Y N TC2J-GLSA-1118L293 1/1/2017 1/1/2018 EACH OCCURRENCE $ 1 000 000 GE TO RENTED PREMISES Ea occurrence $ 1000 000 MED EXP (Any one person) s25,000 X CONTRACTUAL LIAB X XCU COVERAGE PERSONAL & ADV INJURY $ 1 000 000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 POLICY JEST LOC PRODUCTS - COMPIOP AGG $ 2 000 000 $ OTHER: B AUTOMOBILE LIABILITY N N TC2J-CAP-131J3858 1/1/2017 1/1/2018 Ea acddentSINGLE LIMIT $ 2 000 000 BODILY INJURY (Per person) $ )CX3CX3= X ANY AUTO OWNED SCHEDULED ;AUTOS ONLY AUTOS BODILY INJURY (per accident) $ xxxxxxx DAMAGE $ Per agent _. HIRED NON-OWNEDPROPERTY AUTOS ONLY AUTOS ONLY $ xxxxxXX B X UMBRELLA LIABX OCCUR N N ZUP-91M46583 1/1/2017 1/1/2018 EACH OCCURRENCE $ 5.000.000 B EXCESS UAB CLAIMS -MADE (EXCLUDES PROF. LIAB.) AGGREGATE s 5,000,000 DED RETENTION $ $ XXXxxlx C C B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY !ANY PROPRIETOR/PARTNER/EXECUTIVE YIN IOFFICER/MEMBEREXCLUDED? N (Mandatory in NH) .N/A N TC2KUB131J374217 ((AOS) TRKUB13IJ3946I7 fAZ MA,WI) TC2KUB131J37421 (CA) 1/1/2017 1/1/2017 1/1/2017 1/1/2018 1/1/2018 1/1/2018 X SANTE E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe /rider DESCRIPTION OF OPERATIONS below EL DISEASE -POLICY LIMIT $ 1 000_000 A PROFESSIONAL N N 26030216 1/1/2017 1/1/2018 $2,000,000 EACH CLAIM & LIABILITY $4,000,000 IN THE ANNUAL AGGREGATE DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) THE CITY OF SAN BERNARDINO AND THEIR OFFICERS, EMPLOYEES, AND AGENTS ARE ADDITIONAL INSUREDS AS RESPECTS GENERAL LIABILITY, AS REQUIRED BY WRITTEN CONTRACT. CERTIFICATE HOLDER CANCELLATION See Attachment 14411688 CITY OF SAN BERNARDINO 300 NORTH D STREET SAN BERNARDINO CA 92418 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS AUTHORIZED REPRESENTATIrtF ©1988'015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: TC2J-GLSA-11181-293 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to SECTION II - WHO IS AN INSURED: Any person or organization that: a. You agree in a "written contract requiring insurance" to include as an additional insured on this Coverage Part; and b. Has not been added as an additional insured for the same project by attachment of an endorsement under this Coverage Part which includes such person or organization in the endorsement's schedule; is an insured, but: a. Only with respect to liability for "bodily injury", "property damage" or "personal injury'; and b. Only as described in Paragraph (1), (2) or (3) below, whichever applies: (1) If the "Written contract requiring insurance" specifically requires you to provide additional insured coverage to that person or organization by the use of: (a) The Additional Insured - Owners, Lessees or Contractors - (Form B) endorsement CG 20 10 11 85; or (b) Either or both of the following: the Additional Insured - Owners, Lessees or Contractors - Scheduled Person Or Organization endorsement CG 2010 10 01, or the Additional Insured - Owners, Lessees or Contractors - Completed Operations endorsement CG 20 37 10 01; the person or organization is an additional insured only if the injury or damage arises out of "your work" to which the "written contract requiring insurance" applies; (2) If the "written contract requiring insurance" specifically requires you to provide additional insured coverage to that person or organization by the use of: (a) The Additional Insured - Owners, Lessees or Contractors - Scheduled Person or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13, the Additional Insured - Owners, Lessees or Contractors - Completed Operations endorsement CG 20 37 07 04 or CG 20 37 04 13, or both of such endorsements with either of those edition dates; or (b) Either or both of the following: the Additional Insured - Owners, Lessees or Contractors - Scheduled Person Or Organization endorsement CG 20 10, or the Additional Insured Owners, Lessees or Contractors - Completed Operations endorsement CG 20 37, without an edition date of such endorsement specified; the person or organization is an additional insured only if the injury or damage is caused, in whole or in part, by acts or omissions of you or your subcontractor in the performance MiscellaueousAttacl meat: M481S24 Certificate ID: 14411688 of "your work" to which the "written contract requiring insurance" applies; or (3) If neither Paragraph (1) nor (2) above applies: (a) The person or organization is an additional insured only if, and to the extent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies; and (b) The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. 2. The insurance provided to the additional insured by this endorsement is limited as follows: a. If the Limits of Insurance of this Coverage Part shown in the Declarations exceed the minimum limits of liability required by the "written contract requiring insurance", the insurance provided to the additional insured will be limited to such minimum required limits of liability. For the purposes of determining whether this limitation applies, the minimum limits of liability required by the "written contract requiring insurance" will be considered to include the minimum limits of liability of any Umbrella or Excess liability coverage required for the additional insured by that "written contract requiring insurance". This endorsement will not increase the limits of insurance described in Section III - Limits Of Insurance. b. The insurance provided to the additional insured does not apply to "bodily injury", "property damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders or change orders, or the preparing, approving, or failing to prepare or approve, drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. c. The insurance provided to the additional insured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products -completed operations hazard" unless the "written contract requiring insurance" specifically requires you to provide such coverage for that additional insured during the policy period. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to the additional insured. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non-contributory basis, this insurance is primary to other insurance available to the additional insured under which that person or organization qualifies as a named insured, and we will not share with that other insurance. But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to the additional insured when that person or organization is an additional insured, or is any other insured that does not qualify as a named insured, under such other insurance. 4. As a condition of coverage provided to the additional insured by this endorsement: a. The additional insured must give us written notice as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, such notice should include: (1) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or Miscellaneous Attachment: M481524 Certificate ID: 14411688 offense. b. If a claim is made or "suit" is brought against the additional insured, the additional insured must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit", cooperate with us in the investigation or settlement of the claim or defense against the "suit", and otherwise comply with all policy conditions. d. The additional insured must tender the defense and indemnity of any claim or "suit" to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insurance provided to the additional insured by this endorsement is primary to other insurance available to the additional insured which covers that person or organization as a named insured as described in Paragraph 3. above. 5. The following is added to the DEFINITIONS Section: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional insured on this Coverage Part, provided that the "bodily injury" and "property damage" occurs, and the "personal injury" is caused by an offense committed, during the policy period and: a. After the signing and execution of the contract or agreement by you; and b. While that part of the contract or agreement is in effect. CG D6 04 0813 Miscellaneous Attachment: M482524 Certificate ID: 14411688 ACCOUNT NUMBER 956452 DATE PAID 07/201201 8 0"'ER, "I"I OR CORPORATfoN BUSINESS NANU-, ATrENTION MAILING ADDRESS BUS �BERi�TARDINO MrX ►TION CERTWC�TE « uwh ` das °� Z= rre A7 Tk Ruj"e; a �16e regr�� This a this s as tk6 j,"jon 1NE3S t Fayltxnc s rcVwsbk pard x�ttin 3rf"dy vnt r sued wattw, &-f " m111111 t � 1tlt �rirasc , ,l. 7rcr i B(IS CLASS. eCP'mnandatesbvwn. �cc co, GQNSLtC I �1N7' a sms nnnra, wh & y'j.; ter: t NOTES, (OU, rd BUSMESS LOCATION. 1355 E COOLEy BR S7E C David R, Gaboury TERRACON CONSUI,TAN-M, INC 20841 S R'410view Road KEEP"YOUR RECOM ACCT NU f Afn 95E (17120% EXPIRA77ON DATE SBI lit; 713112019 575 53.1 $60.( BALANCE ~� Brel.rl fi. A?�asn r $0.0( f Zvhtt F [�Ik�i_ ��R CITY ©i; SAN 13ERNARDINO Form W'9 Request for Taxpayer rein r-brm to the (f1sv.0clober2MO) Identification umber and Certification rester. Do not sieve ,eBsenics` ► ft bo www &V4Jov1FbrmWV for instructions ane the "sawn hdornution, Send to the (RS. �� A on you income Terracon ConwiUmts, Inc. 2 fteirese nomeAderogwded orft name, do not a LWOM appnopd010 bo for federal tax daaslrtcaUan of the person whose nome Is entered an Mne 1. Check crry one of She following seven boxes, ❑ n proptamr or El C Corporation ❑ s corporation ❑ Partnership D Tirustftstme dm&qnwnbw ULC ❑ United AdolillyaorngmW Fuer the mix deWkadon (C -C o MOkm a, s=s corporation, pI► fratm Chalk the appropriate box In the We above for the tax chwil cation of the sYnglamember owner. Do not tlrodc LLC IF the LLC is deserved ne it LLC that to disregarded from the owner unless the owner of the LLC Is a mAw LLC Met to not disregoded from the owner for US. federal tex purposes. Otherwise. a single-namber LLC the is dkra~ from the owner should check the appropriate bot for the tax classification of its owner. ❑ O"wr (see Ine6uc" ► street, and apL or sults nos See kahunas. PO Box 959673 City. state. orad ZP txxe SL Lots, MO 63195-9673 4 Fxempticns (codes appy onN to certain entlfbs, not in ov we Instructions on page 4 EMMA laYne 00(b Of wry► Exemption flan FATCA reporting Cote (if soy) dVOW b ■eMM nw*iraa6lb s. use tame and address E nter your Tai in the appropriate box. The TME provided must match the name given an line 1 to avoid scoldsocaft arru6ar backup withlxd ft. For kidividuaK this is generepy your social security number (SSM. However, for a resident apart. sole proprietor, or disregarded entity, see the instructions for part 1.. tater. For other– m _ C entities, it is yam employer identification number (EIM. K you do not have a number, see How to got a L 71111, later, or Nota If the account is in more than one name, see the Instructions for line 1. Also see Whnt Meme and I Rnplayer Idle rrmhber Member To Give the RaquesW for guidelines an whose number to enter. F—r-1 0©0a©an00c penaftim of perjury. I hsrti[y that - 1 - hat: 1. The number shown an this form is my correct taxpayer identification number (or 1 am waiting for a number to be issued to meg and 2.1 am not subject to backup wilth holding because: (a) I am exempt from backW withholding. or (b) I have not beers notified by the Mtemat Revenue Service QRS) that I am subject to backup wthaldmg as a result of a failure to report all intim or dlviderds, or (c) the IRS has notified me that 1 am no burger subject to balm vrithoifirig: and s. l am a U.S. a'lizen or other U.S. person (defined bdowx and The FATCA code(s) entered on this form (if any) indicabW that h am exempt from FATCA reporting a confect. CwV leation irabuctiom You must am out item 2 above if you have been ratified by the W theft you are ahrrenty subject to backup withholding because you have failed to report aff Interest and dividends an your tax retum. For real estate transactions, kem 2 does not apply. For morWgs irterest paid, aogtlsition or abarKlionmort of secured properly, caroelartion of debt, contributions to an wm*vk kW retirement artangemant oft and generally, payments other than Interest and dmfs, you we not required to sign the certification, but you roust provide your correct TIN. See the Instructions for Part II, War. Here u.S.parsonp. 9 r M r` Daft D. 01-02-2019 General instructions 0 j Section feferences are to the hforfud Ravenue Code urdess otherwise noted. Futum developments. For the Wee information about developments related to Farm W-9 and its instructions, such as legislation enacted after they were pubfisfhed. go to www.bs.gw/FarmW9. PUFPOSO of Fonn An indNidual or etrtity (Famn W-8 requested who is required to file an Information reborn v th the M rnust obtain your correct taxpayer identification member (TIM which may be yaw social security number (SSM. IhdivxkW taxpayer WertiCuation murnbsr U" adoption texpaW identification mmtw (AT", or employer tdentitication number (EIM. to report an an Formation return the amount paid to you, or otter arnaart reportable an an information return. Examples of information returns ihcktde. but are not Ilrifled to, the following. • Form 10994NT (merest owned or paid) • Form 1099-M (Olvidermis, irwkWing throw from stocks or mutual RWKW • Form 1099-MISC (various types of in ons. prizes, awards, or gross • Form 1089-B (atoulc or mutual thrid sales and cortain other transactions by brokers) • Form 10WS avoiceeds from read estate traceactiorts) ■ Form 1098-K (merchastt card and third party network Vansactions) • Forrrh 1098 (hoots mortgage interest). 1088-E (student ban irderest), 1098 -TOM" • Form 1099-C (canceled debQ • Form 1099-A mor or abandonment of secured property) Use Form W-9 only if you we a U.S. person (Ihckiding a residard alien). to provide your correct 71N. If you do not mtum Foran W-9 to the requester wM a TK you migN be subyect to backup wWwba)g. See What is backup witihtholdirng, late, COL Ne. 10231X Farm W-9 POV.10-2018) SCHEDULE OF PRICES ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES February 21, 2019 (To be submitted in a sealed envelope separate from proposal documents) The undersigned Proposer, if offered, hereby certifies that it will execute the attached Agreement for Services and accept an annual purchase order effective on the date the Agreement is approved by the Mayor and City Council and running through June 30, 2020 for Geotechnical Investigations and Construction Material Testing Services for Capital Improvement Projects on an as -needed basis with no guaranteed usage. The undersigned Proposer understands that, if exercised by the City, two optional one- year extensions, as provided in the agreement, shall be effective on or about July 1, 2020 and running through June 30, 2021, and July 1, 2021 and running through June 30, 2022, that actual option year pricing shall be negotiated with the Proposer prior to exercising of any given option year, however, the option .year extension shall not become effective until approval by the Director of Public Works. Please provide detailed Firm Fixed Prices in the spaces provided on Sheet 2 of this Schedule of Prices. Indicate any other incidental or additional Prices required for complying with the Technical Specification requirements in the space provided below. Are there any other additional or incidental prices, which will be required by your firm in order to meet the requirements of the Technical Specifications? No (Yes or No). If you answered "Yes", please provide details of said additional prices: This offer shall remain firm for 90 days from RFP closing date. Terms and conditions as set forth in this RFP apply to this submittal. Page 1 of 3 CITY OF SAN BERNARDINO Schedule of Prices for On -Call Geotechnical Investigations and Construction Material Testing February 21, 2019 Estimated Annual Unit Description Unit Price Total Price 500 ea Compaction Testing (1 - 4 per site Visit) including curves. $175 $87,500 500 ea Compaction Testing (5 - 20 per site visit) including curves. $119 $59,500 100 Compaction Testing (20+ per site visit) ea including curves. $91 $9,100 10 set Concrete Cylinders (includes collection, tests and report) $490 $4,900 10 ea Asphalt Extractions $210 $2,100 20 ea Asphalt Compaction $210 $4,200 20 ea Soil Gradation/Screen Analysis hr Grading Observation $175 $3,500 250 hr Engineering Geological Investigation & $203 $50,750 100 Consulting ea Soil Boring to 16 $231 $2,800 $23,100 20 $56,000 20 ea Pavement Bore (Asphalt) $210 $4,200 20 ea Concrete Core $210 $4,200 TOTAL ESTIMATED ANNUAL COST $309,050 Page 2 of 3 SCHEDULE OF PRICES (Continued) ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES FOR THE DEPARTMENT OF PUBLIC WORKS In signing this offer, Proposer warrants that all certifications and documents requested herein are attached and properly completed and signed. Authorized Signature: Print Signer's Name: Title: Date Signed: Company Name & Address: *W-- Carl s. rten Senior Principal / Office Manager 2/20/2019 Terracon Consultants, Inc. 1355 East Cooley Drive, Suite C Colton, California 92324 Phone: (949) 864-2080 Email: Cad.Parten@Terracon.com Page 3 of 3