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18-0803_DAVID H. LEE & ASSOCIATES_Professional Services Agreement CITY OF SAN JUAN CAPISTRANO PROFESSIONAL SERVICES AGREEMENT This Agreement is made and entered into as of August 3, 2018 by and between the City of San Juan Capistrano, a municipal corporation organized and operating under the laws of the State of California with its principal place of business at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675("City"), and David H. Lee &Associates, Inc. a corporation with its principal place of business at 23011 Moulton Parkway, Suite D-12, Laguna Hills, CA 92653 (hereinafter referred to as"Consultant"). City and Consultant are sometimes individually referred to as "Party" and collectively as "Parties" in this Agreement. RECITALS A. City is a public agency of the State of California and is in need of professional services for the following project: Third Party Geotechnical Services of the San Juan Meadows (Tract 17280) and Distrito La Novia (Tract 17226) development project(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. Services. Consultant shall provide the City with the services described in the Scope of Services attached hereto as Exhibit"A." 2. Compensation. a. Subject to paragraph 2(b) below, the City shall pay for such services in accordance with the Schedule of Charges set forth in Exhibit"B." b. In no event shall the total amount paid for services rendered by Consultant under this Agreement exceed the sum of$10,000. This amount is to cover all printing and related costs, and the City will not pay any additional fees for printing expenses. Periodic payments shall be made within 30 days of receipt of an invoice which includes a detailed description of the work performed. Payments to Consultant for work performed will be made on a monthly billing basis. 3. 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 1 61147.02100\10974777.2 Updated April 2018 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. 4. Maintenance of Records. 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. 5. 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 ("Notice to Proceed"). Consultant shall complete the services required hereunder within 365 Working Days.The Notice to Proceed shall set forth the date of commencement of work. 6. 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 describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. 7. 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. 8. 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. 2 61147.02100\10974777.2 Updated April 2018 9. Assignment and Subconsultant Consultant shall not assign, sublet, or transfer this Agreement or any rights under or interest in this Agreement without the written consent of the City, which may be withheld for any reason. Any attempt to so assign or so transfer without such consent shall be void and without legal effect and shall constitute grounds for termination. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement. Nothing contained herein shall prevent Consultant from employing independent associates, and subconsultants as Consultant may deem appropriate to assist in the performance of services hereunder. 10. 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. 11. Insurance. Consultant shall not commence work for the City until it has provided evidence satisfactory to the City it has secured all insurance required under this section. In addition, Consultant shall not allow any subcontractor to commence work on any subcontract until it has secured all insurance required under this section. a. 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: (1) 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 3 61147.02100\10974777.2 Updated April 2018 against another; (3) products/completed operations liability; or (4) contain any other exclusion contrary to the Agreement. (v) The policy shall give City, its officials, officers, employees, agents and City designated volunteers additional insured status using ISO endorsement forms CG 2010 10 01 and 20 37 10 01, or endorsements providing the exact same coverage. (vi) The general liability program may utilize either deductibles or provide coverage excess of a self-insured retention, subject to written approval by the City, and provided that such deductibles shall not apply to the City as an additional insured. b. 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 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. c. Workers' Compensation/Employer's Liability (i) Consultant certifies that he/she is aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and he/she will comply with such provisions before commencing work under this Agreement. (ii) To the extent Consultant has employees at any time during the term of this Agreement, at all times during the 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 subconsultants to obtain and maintain,for the period required by this Agreement, workers' compensation coverage of the same type and limits as specified in this section. d. 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 4 61147.02100\10974777.2 Updated April 2018 a form and with insurance companies acceptable to the City and in an amount indicated herein. This insurance shall be endorsed to include contractual liability applicable to this Agreement and shall be written on a policy form coverage specifically designed to protect against acts, errors or omissions of the Consultant. "Covered Professional Services" as designated in the policy must specifically include work performed under this Agreement. The policy must"pay on behalf of"the insured and must include a provision establishing the insurer's duty to defend. e. Minimum Policy Limits Required (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. f. 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. g. 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 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 5 61147.02100\10974777.2 Updated April 2018 Liability Additional Insured Endorsement to the City at least ten (10) days prior to the effective date of cancellation or expiration. (ii) The Commercial General Liability Policy and Automobile Policy shall each contain a provision stating that Consultant's policy is primary insurance and that any insurance, self-insurance or other coverage maintained by the City or any named insureds shall not be called upon to contribute to any loss. (iii) The retroactive date (if any) of each policy is to be no later than the effective date of this Agreement. Consultant shall maintain such coverage continuously for a period of at least three years after the completion of the work under this Agreement. Consultant shall purchase a one (1) year extended reporting period A) if the retroactive date is advanced past the effective date of this Agreement; B) if the policy is cancelled or not renewed; or C) if the policy is replaced by another claims-made policy with a retroactive date subsequent to the effective date of this Agreement. (iv) All required insurance coverages, except for the professional liability coverage, shall contain or be endorsed to 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. h. Qualifying Insurers (i) All policies required shall be issued by acceptable insurance companies, as determined by the City, which satisfy the following minimum requirements: (1) Each such policy shall be from a company or companies with a current A.M. Best's rating of no less than A:VII and admitted to transact in the business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law. 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. 6 61147.02100\10974777.2 Updated April 2018 (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 any of its officials, officers, employees, agents or volunteers shall be personally responsible for any liability arising under or by virtue of this Agreement. j. Subconsultant Insurance Requirements. Consultant shall not allow any subcontractors or subconsultants to commence work on any subcontract until they have provided evidence satisfactory to the City that they have secured all insurance required under this section. Policies of commercial general liability insurance provided by such subcontractors or subconsultants shall be endorsed to name the City as an additional insured using ISO form CG 20 38 0413 or an endorsement providing the exact same coverage. If requested by Consultant, City may approve different scopes or minimum limits of insurance for particular subcontractors or subconsultants. 12. Indemnification. a. To the fullest extent permitted by law, Consultant shall defend(with counsel of City's choosing), indemnify and hold the City, its officials, officers, employees, volunteers, and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, in any manner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct of Consultant, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Consultant's services, the Project or this Agreement, including without limitation the payment of all damages, expert witness fees and attorney's fees and other related costs and expenses. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Consultant, the City, its officials, officers, employees, agents, or volunteers. b. If Consultant's obligation to defend, indemnify, and/or hold harmless arises out of Consultant's performance of"design professional" services (as that term is defined under Civil Code section 2782.8), then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Consultant's indemnification obligation shall be limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant, and, upon Consultant obtaining a final adjudication by a court of competent jurisdiction, Consultant's liability for such claim, including the cost to defend, shall not exceed the Consultant's proportionate percentage of fault. 13. California Labor Code Requirements. a. Consultant is aware of the requirements of California Labor Code Sections 1720 et seq. and 1770 et seq., which require the payment of prevailing wage rates and the performance of other requirements on certain "public works" and "maintenance" projects 7 61147.02100\10974777.2 Updated April 2018 ("Prevailing Wage Laws"). If the services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its 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 subconsultants to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor(Labor Code Sections 1813 and 1815)and debarment of contractors and subcontractors (Labor Code Section 1777.1). The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4. b. If the services are being performed as part of an applicable "public works" or "maintenance" project, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Consultant and all subconsultants performing such services must be registered with the Department of Industrial Relations. Consultant shall maintain registration for the duration of the Project and require the same of any subconsultants, as applicable. This Project may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Consultant's sole responsibility to comply with all applicable registration and labor compliance requirements. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1. c. This Agreement 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. Any stop orders issued by the Department of Industrial Relations against Consultant or any subcontractor that affect Consultant's performance of services, including any delay, shall be Consultant's sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Consultant caused delay and shall not be compensable by the City. Consultant shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Consultant or any subcontractor. 14. Verification of Employment Eligibility. By executing this Agreement, Consultant verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subconsultants and sub-subconsultants to comply with the same. 15. 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 Orange, State of California. 8 61147.02100\10974777.2 Updated April 2018 16. Termination or Abandonment a. City has the right to terminate or abandon any portion or all of the work under this Agreement by giving ten(10)calendar days written notice to Consultant. In such event, City shall be immediately given title and possession to all original field notes, drawings and specifications, written reports and other documents produced or developed for that portion of the work completed and/or being abandoned. City shall pay Consultant the reasonable value of services rendered for any portion of the work completed prior to termination. If said termination occurs prior to completion of any task for the Project for which a payment request has not been received, the charge for services performed during such task shall be the reasonable value of such services, based on an amount mutually agreed to by City and Consultant of the portion of such task completed but not paid prior to said termination. City shall not be liable for any costs other than the charges or portions thereof which are specified herein. Consultant shall not be entitled to payment for unperformed services, and shall not be entitled to damages or compensation for termination of work. b. Consultant may terminate its obligation to provide further 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. 17. 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. 19. Organization Consultant shall assign David E. Lee, PE, as Project Manager. The Project Manager shall not be removed from the Project or reassigned without the prior written consent of the City. 20. Limitation of Agreement. This Agreement is limited to and includes only the work included in the Project described above. 21. 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: CITY: CONSULTANT: City of San Juan Capistrano David H. Lee &Associates, Inc. 32400 Paseo Adelanto 23011 Moulton Parkway, Suite D-12 San Juan Capistrano, CA 92675 Laguna Hills, CA 92653 Attn: Joe Parco, City Engineer Attn: David H. Lee 9 61147.02100\10974777.2 Updated April 2018 and shall be effective upon receipt thereof. 22. 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. 23. Equal Opportunity Employment. Consultant represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. 24. Entire Agreement This Agreement, with its exhibits, 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 Agreement may not be modified or altered except in writing signed by both Parties hereto. This is an integrated Agreement. 25. Severability The unenforceability, invalidity or illegality of any provision(s) of this Agreement shall not render the provisions unenforceable, invalid or illegal. 26. 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. 27. Non-Waiver None of the provisions of this Agreement shall be considered waived by either party, - unless such waiver is specifically specified in writing. 28. Time of Essence Time is of the essence for each and every provision of this Agreement. 10 61147.02100\10974777.2 Updated April 2018 29. 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. 30. Prohibited Interests Consultant maintains and warrants that it has not 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 director, 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. [SIGNATURES ON FOLLOWING PAGE] 11 61147.02100\10974777.2 Updated April 2018 SIGNATURE PAGE FOR PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF SAN JUAN CAPISTRANO AND DAVID H. LEE &ASSOCIATES, INC. IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above. CITY OF SAN JUAN CAPISTRANO DAVID H. LEE &ASSOCIATES, INC. • By: 1 By: ....P..�� •nja r ' leg: / City -nager Its: ‘ ‘kES‘bs1�^C Printed Name: . .W,VA'Q . Lee ATTEST: By: �. /ku! C erk APPROVED AS TO FORM: By: City Attorney 12 61147.02100\10974777.2 Updated April 2018 SIGNATURE PAGE FOR PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF SAN JUAN CAPISTRANO AND DAVID H. LEE&ASSOCIATES,INC. IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above. CITY OF SAN JUAN CAPISTRANO DAVID H. LEE &ASSOCIATES, INC. By: By: Benjamin Siegel City Manager, Its: ghtgrs tiNswr Printed Name: ' 61'.„‘MI ATTEST: By: City Clerk APPROVED AS TO FORM: By: Ill1111111111W ' ty Attorney 12 61147.02100\10974777.2 Updated April 2018 EXHIBIT A Scope of Services 13 61147.02100\10974777.2 Updated April 2018 • • ccoNSWANTStRYJUS'QUAUFICATION STATEMENT PROPOSAL FOR GEOTECHNICAL R2ViEW'SERVICE g' :S4b.mitteiLttot, THE,CITY OF SAN JUAN,CAP.IST*A.NO: AttW, Dr Hossein Ajideh,PhD,PE,QSD AkicW1mito San Juan Capistrano,CA 92675 Submitted by 23W 1 bAY.VIY:H:1..Xp*ASSQQTAT.:ES;. Mopiic*PricW,0,;,g,tfite:DAI LagphaJHill§..;„Calpp*i 9253 • Runc"..pfiriv:pq,,,figoo, Peop,onil:P2018;4 g • . . ' - ' 4W *Oi'1i i'L. • DAVIDk 'LE".E'-giAS80'1ATES. Illii • „...-1 _._ . . . ' `.. 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Aire! p....L.=,,,-.:,, - , .,. .trgie; ';',..fts„,t,••• A.,„*/ • ': , Ar . . . . •' .- 41.,,, , , ,,,2,,,,vae, tk,,,z,,,, .!., i. . ..4.: - .' 'iilsc.o. .rf9.-.06';,':,t).A)iia.---..iii;Le. (.1,-.-,-&)As•soic'.'!*,,tes:i..1.ne..E :gt)H1.::-_A,? ,,1:i., _,'..p,i.-?....v.id_e_cli.' - - ' I --'.engineering,. -,..geolbty--tid.soil.,,iesting sti-vicIps',rdr:;,a brc?.40. . ..e;.Kkitts„,---,..001. -A.w.:,,-,•'',-,,,,,,_:.- '. ;ge9c911'14:.._.., .-.. ..., ---..--.,- .-.,•::-:...-...,.,.,--,' .,... ...-.. .: - . .•- ... • •- 1.... ;',*''-04---'' - z-ii,,':it47,::r.,4‘,', ' !,§11eptru..rn.,,:,:o„-I.,iejlorito,thr, .0.11gh,..outsouth.ern. LealifotniEi. O.orfirnybas,built:a 1 dA:..v.•;41°:;C::'..). 5.4:, 4 -%),,.*, 1 te;! :,. , .,',3'44.'''.'1Y,ei"..4,t..r ,,,,*' .'4,1,414.4V ':„.4,:wft,±'.4 ",... 4;1, ..s.,,,ICuitjr,,;,:$,AAS ti'e;Y .:1,11;;Iqfw.:,,i*,:,;-,ri.41,,,,,,:va' Cit..ii:V.,.'"fl.:!,,Nre,-; ;,,,,,,„:41, y,:,,m - .,i.e.i,,,:,-.41/4:-.,„ r r,,,,,,,,,' i•I'4,ce-Wv, -:.',.;.11 -0.-:-.;-.40. 1 : '.1.,,,,,L•1' e‘ 1...-;.T. , 41.,;1.;- ',-.•'.'i• 4 i'::,M''.--14:,,,z,'et.. :.-. ,1,;;A:.•,:.z.7ft'`, : • ..;.•:,:<?I',,:tw-,,,.'.: 1. ,.,,,' , .=.•T'40•!1.(,,, ',\i..t.- .,..-L--z.- 1,''‘'..,1•'','"...;....,:.....--.4i.,2; .,.,.. • • STATEMENT OF QUALIFICATIONS DIILA GEOTECIINICAI.SERVICES July 24,2015 reputation for design excellence,and our professionals remain committed to offering the highest quality services available in the geotechnical industry. Our professionals have played a central role in the geotechnical design and construction of numerous commercial/residential development and infrastructure projects and have provided expert geotechnical services for hundreds of litigation and insurance claims arising from structural damages caused by geotechnical and geologic hazards.Our client base includes private developers, property managers, engineering firms, insurancecompanies, law firms, and local government agencies, We currently perform peer reviews for the State of California Board for Professional Engineers and Land Surveyors and have performed third party reviews for the City of San Juan Capistrano in the past. Our staff includes professionals with over 150 years of relevant experience and are comprised of civil engineers specializing in geotechnical engineering, geol"ogists who specialize in the application of the geologic sciences to engineering problems, and field/laboratory technicians. Members of our staff have professional licenses in the fields of civil engineering,geotechnical engineering,and engineering geology in the State of California. DHLA is currently recognized as an Approved Testing Laboratory by the City of Los Angeles Department of Building and Safety. As you review the credentials ot'our firm, including relevant project experience, the technical competencies of our staff,and the unique way we plan,manage,-and execute our assignments, we hope you will keep the following differentiating factors in mind: • • Established Service Provider(a combined 150 years of excellence in geotechnical consulting services) • Commitment to Quality(senior-level review of all work products and firm belief in"doing the job right the first time") • Service-Minded Culture(our staff is personally dedicated to supporting our client's needs) ' • Optimal Size(our team is small enough to be nimble,offering the City of San Juan Capistrano highly personalized,responsive service,yet large enough to handle multi- million dollar assignments,if necessary) In closing,we hope the enclosed SO contains useful information and better acquaints you with our firm's capabilities, an •ovgago of service as a review consultant to the City of San Juan Capistrant L. < thorization to Proceed is included in Appendix A. Please don't .44 La I e r143'i . if you have any questions or require• additional information. /,- Gr NO.GE510 rn Respectfully submitted, c. EXP..1k1\zt, - •--•— -. — - David H. Lee, P.E., G.E. CAa° Principal Geotechnical Engineer - 2- STATEMENT OF QUALIFICATIONS DVLA GEOTECHNICAL SERVICES July 24,2018 B. TABLE OF CONTENTS Section Page A. LETTER OF TRANSMITTAL 1 B. TABLE OF CONTENTS 3 C. SUMMARY TABLE 4 D. PREVIOUS RELATED WORK 6 E. SCOPE OF WORK 13 F. FEE PROPOSAL 13 G. FEE SCHEDULE 14 H. REFERENCES 14 I. CERTIFICATE OF INSURANCE 15 APPENDICES Appendix A -- Authorization to Proceed Appendix B _- Key Personnel Resumes Appendix C -- Current Fee Schedule Appendix D -- Certificate of Insurance -3 - STATEMENT OF QUALIFICATIONS DIILA GEOTECHNICAL SERVICES July 24,2018 C. SUMMARY TABLE A Summary Table is enclosed for your convenience. For reference,our contact information is summarized below: DHLA Overview Firm Name: David H.Lee&Associates,Inc. Address: 23011 Moulton Parkway,Suite D-12 Laguna Mills,California 92653 Phone/Fax; (949)461-5690(phone) (949)461-7901 (fax) Web Site: http:ilwww.dh l a.eom Contact: Mr.David H.Lee,Principal Geotechnical Engineer Email: davidhlatdhla.com DHLA Personnel Qualifications Based on our understanding of the project scope of work,we will likely assign the following key personnel to provide services for the review of the San Juan Meadows project. Biographical sketches for our key personnel are provided below. More detailed resumes for key personnel have been included in Appendix A to this proposal SOQ. .. Key Personnel Principal Geotechnical Engineer—David H. Lee.PE. GE BS Civil Engineering,California State University—Long Beach BMed Music Education,University of Southern California CA Licensed Professional Engineer CA Licensed Geotechnical Engineer AZ Registered Civil Engineer Mr. Lee is the primary management contact with the City and the person responsible for day-to- day work for all geotechnical services rendered under this proposal. His resume is included in Appendix A. Mr. Lee is the founder and Principal Geotechnical Engineer of DHLA and has over 50 years of experience in the field of Geotechnical Engineering. His extensive geotechnical design and construction experience includes the new development of low- and high-rise buildings, foundations, retaining structures, and public works infrastructure projects including roadways, pipelines, and harbor improvements. He has performed numerous landslide evaluations and structural assessments of damages due to earthquake, groundwater, and construction defect hazards,serving various clients including insurance companies,law firms, property managers, and public agencies. He has over 39 years of forensic experience and has been deposed as an expert witness between 300 and 400 times,testifying as an expert in court over two dozen times. He has authored technical articles pertaining to construction.of floor slabs and landslide -4- STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL SERVICES July 24,2018 stabilization and has served as an officer with local civil engineering professional organizations. Mr.Lee is an avid sailor who has great respect for the ocean and the coastal environment. Senior Engineering Geologist—Cohn Cunningham,PG, CEG BA Geological Sciences,Chapman University CA Professional Geologist CA Certified Engineering Geologist AZ Registered Geologist Mr. Cunningham has over 40 years of engineering geology experience in the geotechnical consulting industry. His project experience includes new development of residential, commercial,and infrastructure sites,for which he has performed site investigations of geologic hazards,geologic mapping and down hole logging of subsurface conditions,and monitoring of geologic conditions during earthwork construction. He has conducted numerous evaluations of major landslides, groundwater migration, and earthquake-related damages in the Southern California region,serving various clients including developers,irisyrance companies,law fines, property managers,and public agencies. His geologic background also includes petroleum and energy experience, such as offshore and land-based exploration and production drilling operations in the Santa Barbara Channel and San Joaquin Valley of California, geothermal drilling exploration in California's Coachella Valley, geologic and geophysical assessment of petroleum prospects, and management of exploration data. This wealth of experience has enabled Mr.Cunningham to serve as a third-party geotechnical reviewer for the City of San Juan Capistrano in the past, Mr. Cunningham is a boating enthusiast who appreciates the ocean and the coastal environment. • Project Engineer—David E.Lee,PE BA Economics,University of California,Irvine CA Licensed Professional Engineer Mr. Lee has extensive experience as a field engineering and laboratory manager for various gcotechnical engineering projects, and in the evaluation, analysis and report preparation for a variety of private and commercial projects. His duties have included boring and trench logging and sampling, installation and monitoring of slope inclinometers, groundwater wells, pore pressure transducers, data reduction and engineering interpretation, laboratory testing, on-site construction observation and field density testing for large-scale mass excavations, retaining structures including tieback anchor and soil nail installations, tilt-up building construction, reservoirs,roadways,and heavy pipeline and utility installation projects. He is currently certified as a radiation safety officer for use of nuclear gauge testing equipment. Project Engineering Geologist-Andrew R.Stone,PG, CEG Mr. Stone's experience spans over 35 years of engineering geology and project management, covering a wide variety of geotechnical and engineering geology projects, He has worked for and with industrial, residential and commercial developers, master community planners, -5 - STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL SERVICES July 24,20I S designers and governmental agencies. Mr. Stone has extensive experience in all aspects of engineering geology including golf courses,water resource projects,residential and commercial development, public works projects and municipality consultation. Mr. Stone's work as a consulting engineering geologist has included subsurface investigations, fault studies, coastal bluff restoration projects and past third-party review work for the Cities of Laguna Niguel and San Clemente-Talega. Other TechnicalProfessional/Administrative Staff Administrative Manager—Sandra Hull Ms. Hull is DHLA's administrative manager and is responsible for payroll documentation, invoice receipt, approval and processing, monitoring of timesheets and expense reports, and preparation of the geotechnical portions ofproject invoices. D. PREVIOUS RELATED WORK • Geotechnical Capabilities DHLA,through our extensive geotechnical consulting experience,is familiar with geotechnical services through the design and construction phases of these projects. From Initial Reports to "As Built" reports, every geotechnical review is performed under the responsible charge of a State of California registered geotechnical engineer and/or certified engineering geologist experienced in the task. A representation of our geotechnical and geologic capabilities is presented below: • Shallow and Deep Foundation Construction Monitoring and Certification • Site Earthwork Construction Monitoring and Certification • Field Testing of Earthwork, Foundation Elements, Soil Nails, and Tieback Anchors • Drilling, Trenching, Borehole Sounding, Logging, and Sampling of Soil and Rock • Geotechnical Laboratory Testing of Soil and Rock • Geotechnical Analyses of Field and Laboratory Data • Seismic Ground Motion Studies, including Historic and Probabilistic Seismicity, Site Specific Ground Response Spectra, Seismic Hazard Studies, and Liquefaction Analysis • Geotechnical and Geologic Reports • Construction Technical Specifications, including CAD Plans • Provision for Traffic Control During Subsurface Investigations • Geologic Field Mapping of Slopes, Landslides,and Grading Excavations • Geotechnical/Geologic Support in Response to Site Emergencies • Constructability Technical Review of Plans and Specifications • Detailed Geologic Field Mapping of Exploratory Fault Trenches • Down-hole Geologic Logging of Exploratory Borings and Trenches by a Certified Engineering Geologist -b- STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL SERVICES July 24,2018 • Site Instrumentation and Monitoring (e.g., Slope Inclinometers, Groundwater Wells, Pore Pressure Transducers and Piezometers, Crack Monitors, Vapor Emission Tests) • Feasibility Studies for New Developments • Engineering and Geologic Research • Groundwater Studies • Landslide and Mass Movement Investigations • Stability Analyses for Cut and Fill Slopes • Slope Mitigation Design for Unstable Conditions (e. g., Re-grading, Buttress Stabilization,Soil Nails,Tieback Anchors, and other Retaining Structures) • Floor and Foundation Level Surveys • Geotechnical Analysis of Expansive and Collapsible Soils, Bearing Capacity, Settlement, Soil Corrosivity, Lateral Earth Pressures and Lateral Bearing Capacity • • Geotechnical Design of Shallow and Deep Foundations, as well as Underpinning Repairs • Geotechnical Design of Pavements • Geotechnical Design of Earthwork and Mitigation of Problems with Grading and Fill Compaction • Geotechnical Design of Ground Improvement Protocols, including Grouting, Stone Columns, and other Soil Densification • Structural Damage Assessments due to Earthquake, Settlement, Moisture Intrusion, and Other Geologic and Geotechnical Hazards • Forensic Engineering and Expert Witness Services Our technical resources and representative project descriptions are presented herein below. Technical Resources Field Equipment& Instrumentation DHLA is well equipped to handle a variety of functions in the field. Our sampling equipment can collect relatively undisturbed soil samples in a variety of subsurface conditions, from sensitive,very soft and saturated soils,to very hard soil or soft bedrock. Specialized field locating tools allow for accurate documentation and mapping of site geologic conditions. For observing subsurface conditions, our personnel use only OSHA-approved equipment to safely enter boreholes and excavations. DHLA possesses state-of-the-art instrumentation for the monitoring of groundwater and earth movement,including slope inclinometer and tiltmeter systems that are computer-interfaced for rapid data collection in the field,and data processing and analysis in the office. Our water level devices can establish foundation deflections to within a tenth of an inch for foundation distress evaluations. Nuclear gauge instrumentation for field compaction testing is maintained in accordance with State and Federal regulations, under the supervision of a licensed radiation safety officer. Strong emphasis is placed on maintaining the best equipment and instruments to ensure the most efficient and accurate data collection possible. Soil Laboratory -7- STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL SERVICES July 24,2018 DHLA takes pride in our soil laboratory,which is outfitted with state-of-the-art equipment and managed by highly trained,qualified technicians.Our laboratory has,in fact,been contracted by other consulting engineering firms and engineering contractors. Much of our testing equipment is automated to include test control and data acquisition by computers. Our laboratory conforms strictly to ASTM, AASHTO, and CalTrans standards, and receives annual quality assurance calibration. Our in-house and outsourced geotechnical laboratories are currently certified as approved soil testing agencies with the City of Los Angeles. A partial list of the soil and rock testing capabilities we can provide includes: • Moisture&Density • Expansion Index • Specific Gravity • Swell Tests • Grain Size Distribution • Consolidation Tests • Phi Grain Size • Direct&Residual Shear • Atterberg Limits • Triaxial.Tests(outsourced) • Maximum Density Tests • R-Value Tests(outsourced) • Sand Equivalent • Chemical Tests(outsourced) Geotechnical and Geologic Library DHLA maintains an extensive collection of technical books and periodicals, conference proceedings,manuals,building codes,geologic maps,and aerial photos. Our geotechnical and geologic library is kept up-to-date with recent publications to complement the materials collected by our professionals over the past several decades. Research on the Internet also provides an electronic communication link to a multitude of resources beyond our own library.Our personnel are encouraged to study the materials in our library, and to continue to grow in their technical knowledge through extended learning programs. Professional Organizations DHLA is an active member of several professional organizations, including California Geotechnical Engineers Association(CGEA), Our professionals are individual members of the American Society of Civil Engineers(ASCE), National Society of Professional Engineers (NSPE), Association of Drilled Shaft Contractors (ADSC),Association of Engineering Geologists(AEG),Geological Society of America(GSA) and the American Society of Testing Materials(ASTM). -8 - STATEMENT OF QUALIFICATIONS DHLA OEOTECHNICAL SERVICES July 24,2018 Project Experience DHLA has provided geotechnical services for various projects within nine southern California counties (Los Angeles, Orange, Riverside, San Bernardino, San Diego, Imperial, San Luis Obispo, Santa Barbara, and Ventura), as well as a variety of projects in central and northern Califbmia for insurance companies and law firms.Our firm offers a wide range of geotechnical services for both new development projects and for existing sites and structures affected by geotechnical problems. Third-Party Geotechnical Review DHLA has provided third-party geotechnical and geological review services for numerous development projects. These services have been provided to private developers as,well as public agencies. Our firm was previously retained by the City of San Juan Capistrano to perform third-party geotechnical review of soils and geology reports submitted to that agency for construction approval and permitting,including third-party reviews over a six- year period for the San Juan Meadows project . These reviews verified report compliance with grading and building code requirements, and with the standards of practice for the geologic and geotechnical engineering aspects of new residential and commercial projects. Mr. Lee also performs Peer Reviews for the California Board of Professional Engineers and Land Surveyors. New Building Developments DHLA has conducted geotechnical design and construction services for various new development projects,including residential buildings,commercial/retail and industrial structures, fire station facilities,multi-level parking structures,retaining walls,and other appurtenances,Our project experience also includes infrastructure projects such as roadway improvements,bridges, flood control, pipelines, harbor studies, and shipyard improvements. We are experienced in evaluating many types of geologic seismic hazards, including special studies zones,historical and probabilistic seismicity,liquefaction,and landslides.Our services include,but are not limited to, geotechnical and geologic investigations,laboratory testing, seismic studies,slope stability analysis, shallow and deep foundation design, geotechnical reports, plan review, construction observation/testing and foundation excavation inspection, and quality control during construction.Typically,our due diligence as the responsible geotechnical/geologic firm on a new project includes a thorough evaluation of applicable geologic hazards,site-specific engineering design in accordance with applicable state and local codes, review of the project plans/specifications to verify conformance with the geotechnical design, and final grading certification. -9- LA.- dabitdiMeAtAiiiVICE8'' • July.24,201 " •:•;' '•••• V. • .%f; •" •:'•••7 ••'.46, ; • '5;;•) • )•!.•111041 brAir T;i7 *tr • ;;: • • • 7 • .?7" :••r!.; ..777,;34:::';;;I,:.:2'.,17:;''.;• • 1)/41: •.•i"i I!: 7•4"),; • 444 -41f1 ;L:'!t. Arg: !. PHLA:,44',00*41-h4Iff0i**gcproi#.1:4igt0000hrite'a.041ii400-$.pr100411-cle,S.'*1., lopq failures Opr*ryi9,es,)wc.,,bcpn:pqyfdpel'.',cp-vpri as•:mmit:8s,through a 'stati&i'd,peopodhbiddititipiti*.sfot-iikiij04c6li0**1044**1***ItipA insurance claim.i4c1j1.14q§; law firms, and public kiggp010,,-M4py:pritOc-,pmjec(s.jiavo invpived. site iii.SpeOtiok0.610t;i0:in41)04g,:,§ul*rf&iefrivOtigptipAllpOtiliblet00ipg (including down loIe logging by a Certified Engineering Geologist),instrumentation mstallition and monitoring, slope- geotechnical design of cost-effective construction construction monitoring,and field testing Case Example Via Cerro Rebal Landslide Stabilization DuLAi5,i..rd§00i,i11.Y.::OfOtici,Of P*400.Vic***060Ziiiric0:113,it116:00,0;#094,,Offt:,WiP,,:.ii*C landslide in a residential community in the City ot$gq;Atantarfstram,'C-,:lalitotilia,,UtiWii0s.the Via Cerro Rebal Landslide Stabilization In late 1997 to early 1998, landslide 040-11441.**6Olie4yy El Niño rainstorms 171*144414)P79..g.cPrriP.4:.gaisitP!0,04'was trilti4iV6.61feve.d to be confined within the palc Subsequent extilostiOii,:drittii*d114tiap and monitoring of Oopc.:iri01**(0):00r)wdisclosed that the stiii.e,.was:TipOiig,-an0.Ahreatened 'seVet&resideflO,s,•downslope: StithilitatidIfy$e§'inilttat&f.'lhaliht,iditityl:*ti(41 method of remediation was 4-1100,„ DHLA provided the geotechnical .d'es.fp,Arld,'-cohsfruction,motlitoiingfdr g,tfebgtk:atithot gra:aradeliectif vstett:-Wiffr.tiVet 860 [ugh-capacity (300- the landslide, and remedial gadmg to restore the slope face Mr David H Lee co-authored a technical article on thOfYikOtittiOei*I.La401ida Stablli7ation project for an ADSC publication This project also WoP"1110,':20022,0,03: :00t$fmaig:,:pivkci:..10rtotk*aeritibli: Awmnd horn the California .000t40%041: 40-ers-A,98.opioori(c -.„): Further, Mi D II Lee, Mi Cunningham and rgqi.41.4119r ,0t4.;Pct:10.i,_9:4Pg13Pt PP IiiiSlaTcialiitio!:tha PiiinOThill:01P-. 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Case:gxainjAc: Pou'asusreStreet:Lands]idO Stabilization . .... ... . . . : . . .. 15HLA-also,i,provided.the4esigr-workfor:theistabihz..' ati'On.of.amabtiVelandslide:in.ail00.,:ifoot- high':-a-ut. slope on:it,,r egidoilO'dl.etilde',§aei,iff the.'':Ciiiy'r;of Anaheim, California, known as the.. .. ,.. .. ,. „ , , . . „. _ Regii.sus.;,Strget Landslider Stab ililatiCit.`12nring the rainy season:,.of o78,71910:,.a huge,‘.. iopp.- .80iitad.i ilizislido':::hild:,:itioliiiie:dorki,...tla-mage4two homes Subsequent forensic ,.rOefald.:seier:41!tiosSible c4uses-.,forte-... ._ ,...we,114paply,(a):,adversely ort oriented continuous slitt:,..mirfae.egpresentlborioatit a;shallow,,.orritla*&: 11.Juitttoss,... )itevdtbiSsktolitidwgotle9018 11...•., , ., ••.. , - ...... caused by heavy rainfall -464-':-,07-*orb•060,li9..10.00& oigktiptir-_,(c) the .-cif.fills without.0ocitititd sitbdrainpgec„and (d) inadequate,d' signo.f.ji.h.e:stopA. In DHL 1999,„ , .-.. . .... ... ,. . .---, ..-.. , • ' '' ' retained"to.'O'Valitatd. the landslide -pitiiiiiitioy.':stability analysis what: 444 been established some years earlier,namely,that lowering the groundwater t41).1C!.tbr9Pgli..A PAtlINIP.11- :d6watotifigpfotfiiiif..Witinld only' ttiargirittily,:iri-o-r.. .i§01j*§t4tio-1640-6-fitif4461:.".dafei.i.iff).d-':141it . .. . agpflio.method would.60::T.OVirgcl;10',:$iiibiliZOfthe.,hindSlide.',D111.AliroVided:ttiOgeoteehnical iid8igit:.nfid 6onsttnation Tiibiiitoting for al'itiebaek.:ahhoe.-.,atid:-geade-:.;bedirivoy8toit.,•Avith'•• 127 ., . • ..pemi4.1*tlieb.ack.thiell'Ors-104404.:1O.19014iic1:.'15,9-400 s•,.4p..4„:r.:*,48.,oli gr4Aiii,g,•0•::te_gr,t9r_eWe.s.t9.pp. ...face.. s. . • ---' , • •' • • • . "'%.' - '.-''.s''.'. ' 101Felit24 '. 'II.,' 6,... ....,,,,7(....-;'.'-s''.2,V 7''...7...:- -- ' - .;:.;;;;V,I;(1....see•-.„,..,,,,,,,'",-.;Ai,* ...re; . .' ,..."! 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' ' ..'• ,..._ .Assessmerits'rilfStructurr;bamalletauseti:liv'Oeofeehrileal Problems ..- •. •..„.. .._ .... ... . . _ . ..... . • „... 141.ge.::ppriiop•P(17.1A:4A5',ePPs.Pltingfpr4p:tieg:fs'PPPPP.gl.P4 wi.th:pro.O.ding:eNppit gO0C.Pc11.111041 -..engineeririg:servi.Ces infhe,ovaluation of structural damages for insurance and litigation:pl4inis.- . . thattiaye-.prippn. .),. ocpp6 cif.grp.nniii:;mpygment (i.e.. landslt p ,.mnd. .0.),,V.-- and .debris flows) ... :flo&llogi!SettletheiitifibiOir4iii§...grOCifidWdterOgro$00,•an4.'dOntittetibn,&ft.,§;.;.WC1j4volits'n ,:pr,gyi,d,.0::insAlltnnce,,....a..s..scisieritsi;..0e.!.r6ppif-Oesigps-for StruotureS,dzini4gd.,iluting,-,soVeratrgajo.r- . *a, . .- . • , T,A.ItN.F.i!t•pP. Qv,kLif,lovrlo,1 ‘, , .LjMLA tigolfECI:ik:',xi,g :It'Vietg. •Im04.:2,Q1g, , . . .*.t.xii6y-eijoiiiii:*,-0:0t.:40 southern Qp.0-iii4;.-410.4clipgiligsi6-1-4:M?Ore.,Lartclers,Bjg.0ear; 11.orthri*,;Artd,'SanSinteon artheinatea.bOrktVibt8 itaVe'bten provided,On.nn:enjergtpty 64,0611 basis,.and according ',toy-4: less Mimi; structural Ciamage,assessment, prp..jpe40,pJ0,0ty.pd;.4toinspeotion;.tib8offaddiiiftstiOtifen-,:instrtitnehtntibn:intallatiOn-and monitoring research,i),Ort4iii14.0 -.*tO,AtolO6,:n..10 rainfall records, seismic.,, ground motion studies geQtechnical design of cost-cffective construction mitigation, construction monitoring.. . likl\&icttegtiW2tir'prbfe.'sibittil.$. Oftencollaborate with structural:cniii*,Tslp,:Prekici.e.,0-rn*:, cci_ 10G .d4014gp:.eyaltiqgOn.pctrtp.gir.design for onr:clients;:Wherf inipterritntedytypital:repairs.. .„. , have 'included: 7tontatt: .grouting, tdiiii)netibh.: ...grouting,; -•nlethitnit4 .jacking, :fOurtclation underpinning; soil ppjf$, tjebatianehor,'uttnis,;regrndjngi subsorthbonnd'.'surfact-drb.infige.: improvements,etc.,to niitigMe.greolOgjd'and geotechnical hazards. .. . . ,dase.Exatnnte:.,.We'selbh-& -M Sons. SE-W1111,1Ztpt-ir: .MA.,prOideit:rt.'gtottchnital. and:geologic evaluation into did..cause t'it'filure'..'ili a.ift.W13./.. . ... ... ., . thfigth.itted,.104bOt high Mechanically.S*ii IlittlIE!'0,ih;N$1%.w411'.*an not oino4ilodp,41...jghlp,. dw,thp::city-ofsa411.tanCapi*4.noiCalif6tnia..V110--;:dki8tillg,'„Waii.WEf8-•bOrAtilieted-at 1116160 of'n natural:,'$1OP.e that''cle*iii:100 aliji,#6iiikttlY% 715 .fett.:,*(0:;:th:oNfetrOlink Tailroad ‘below.. An ...appyg4mOtely $0460.-.§pctforkfQ.fte.=w41111.aod,near:the..eonlpietiOn•,Of the wall's construction. due:to settlement Withiti a ,poorly;:-.compacted Eh; :.'n1i04,:consequent- irrigation line break., Subsequent forensic'inyOtigattorts rpypaled.several copstractign4elatea'iiprobldnis in,need:Of tiiiiiriatiOn without which,Thd.reitthiing**hart of Ott Wall was deemed unstable.Additionally, he oliOnt,pr*Ite01cysppOrqmprit:4iewal.jcpaii..With-, ,.11PwitiiPort:till pad futttheraown: tope. • ifititstinpOrted.liy.a'new Reinforced tdrtfil*,!'Wni.L.DEILA:pr0i00 tbe.:gotitoojtical. p4.106. . cOnistfuetiOn..hiOnittring,,for, .$tvtral .,phases•;of construction, including compaction.:wonting. whhitt:tht:tzki$.1ing.wallhatkfill,,I22:tiebndk.anchbrslOad&dftiil-.41.to 91 kips, 121'.ttinpardly ',§eil*NY4P:60060$0,il'.rlii4.'t.011)1?(*Yn*P400,4,5,11W-fili:lta..qPnlent.. t--•::',;:..!..::IFFFS"-114Ei:',;•','1,,'"i': .li. ..i:::.,,...- - L. ,.....4:-:•:. :,-,?i,V. 44 .T,......._.... ,,:•-stvilo -...:.,,,.,:.t,, ,,o.,--.., „.,, _....: ., H,•."...-..,,,,,,.. • 1,,,,.;,..„:.:;•, ,..,-,,,. ,,,,.....„:„„, , , ,,. .;,.. •: ,. . ,..„.,:.,..,,, ,..:.,,,,,,s:,...-, ,-...„..,,..0--/ 4,':'-:- .f"*...; 4- :',:r 7:: -.*•;-:.:i.'ZsilY,P )'i M74 '''',;*'1!e,t.,:;-;: -"%i'-,, ,a . 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'$.041it45,:f.01104ig.tho:Magnitndt.6.5 $411,,,$.inle.p..n_Enrthqu4ice.jorfOgeniber:22., 2003 Many of tite',propertits,,Wert:red,-and yellow-tagged,did they sustained heavy damage Out •soriikes: - .. . . • 4'..rAtgivit,twc.oFA).01,,tiFic:ATioto - . ...P.1.11.• , eiteil-N,Ierws,•. 0yfe.t • :',1.0y• -•;•..,I,),I,$:-., , . . • -" • ' - „ ,,, f,, - ry..„ :•,,.1!;!T•,:,,,i' , ,•:, .74.. .F1:• ;,r7-7;. •:-;- .,-7,..771.' 4':-.g.,...,:a7Xsf;i-',,,,,,t 15iYeAcTre, 19 1% 1,,,,i0Z,ILA"..w,,ielaj.„ ,, ,., ,,• :: •:4.;,. ,1:•,,,,.-,„,..,,,--,,i,_.; , ,,;:„,,,•,-•,:,1 : 0.:•,,iN:•,-...,.,,,,;-„, •,-;, ,.;,,%•.,..,• ,,, %•.-.3f4p,.Ag1,•;r-!ey Nei^' :s '' 14,7?.. ,t ;',',.-.-,:-:,.,• ,-. :: :;i- .i.4. .rifq7"Ar . ..iv,.1,. .1.5. 4t74tY f:' ,:.: ?rt - e '? .. ';'”.''.: .:::''.';--:.:.`.`:::,t 4,,,..1"W'f,, . '',:::.45::,4 -4'It f:,,I, .clpi... , 4+, ,'-"AV.' 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''ilii : •41,11PLIP'(!..110:(1.11k1.)..e•,-i99.P,541.0P..4 as 44).0'..4"10-.=.0?ccq.'p(1 ,41-ppilii(A •4 not, 4: 14: I'0 ',04r: • • STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL.SERVICES July 24,2018 charges will be billed on a time and expense basis in accordance with our current Fee Schedule (copy attached) according to the not-to-exceed dollar value noted above. Payment of invoices is due upon receipt and it is our policy to suspend all work if invoices are not paid within 30 days of receipt. This proposal and cost estimate are valid for 90 days from the date of issuance and may require revision if accepted after the 90-day period. An Authorization to Proceed is included in Appendix A for a signature. We request a complete,signed copy of this SOQ be returned to us for our file. G FEE SCHEDULE A copy of our current Fee Schedule is included as Appendix B to this Statement of Qualifications. H. REFERENCES DHLA's professionals are dedicated to the frOjccts they are involved in and take a personal interest in the needs of our clients. Because of our commitment to quality and reliability, much of our workload consists of repeat projects from satisfied clients. A partial list of these clients is presented below: Property Management Firms: Insurance Companies: Accel Property Management Allied Insurance BHE Property Management Allstate Insurance Hidden Mountain HOA Arnica Muttial Insurance Total Property Management Automobile Club(AAA)Insurance Pet Resorts Management Group Chubb Group Of Insurance Companies Professional Community Management Cigna Property&Casualty Company Santa Catalina Island Company Elliott&Associates Insurance Services SeaBreeze Property Management Farmers Insurance Villageway Management Fire Insurance Exchange Websco Brokerage Management Fireman's Fund Insurance Golden Eagle Insurance Industrial Claims Service Builders and Contractors: ITT Hartford August Construction Liberty Mutual Insurance J.S. Morgan Construction Omega Claim Service Jan Van Dijs Construction Pioneer Claims Services Mag Construction Corp. Prudential Insurance Parr Contracting R.J.Polacek Company Shellmaker Southern California Insurance Adjusters Sukut Construction St. Paul Fire&Marine insurance State Farm Fire&Casualty Company • Public Agencies: Zurich American Insurance Group State of California Board of Professional Engineers and Land Surveyors City of Laguna Niguel,California City of San Juan Capistrano,California • 14 STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL.SERVICES July 24,2018 City of Stanton,California Engineering Firms: • El Toro Water District Evans, Colbaulh&Associates Orange County Environmental Douglas E Moran Management Agency • Erstad Engineering Orange County Fire Authority Goffman,McCormick&Urban South Coast Water District Hansen-Hokama, Structural Engineers Mackintosh&Mackintosh Structural Law Offices: Engineers Berger,Kahn,Shafton,Moss,Figler, Robert McCarthy Consulting Simon&Gladstone Stoney-Miller Consultants Cummings&Kemp Hugo Wm.Anderson Long and Delis Lewis,Brisbois&Bisgaard&Smith Rockwood&Noziska Shernoff,Scott&Metzger Wesley L. Davis • Throughout our experience as a Southern-California-based geotechnical service provider, we have interacted with a wide range of local and State govemmentat agencies.The local and State geotechnical agencies whose regulations and requirements we most commonly encounter, and who most frequently review and approve our work products are listed below: • Local Building &Safety Departments for Various Cities in Orange, Los Angeles, San Diego,Riverside,San Bernardino,and Ventura Counties • California Department of Water Resources(DWR) • California Division of State Architects(DSA) • .California Office of Statewide Health Planning&Development(OSHPD) • California Geological Survey(COS) We at David H.Lee and Associates believe that we have the knowledge and experience to serve the City of San Juan Capistrano as the geotechnical reviewer on the San Juan Meadows project, as evinced by our prior review work for the City over a period of six years on the Meadows project and our understanding of the present scope of the development. We look forward to this opportunity to serve. .- L CERTIFICATE OF INSURANCE A current Certificate of Insurance for our Commercial General Liability,Automobile Liability, Umbrella Lab and Professional Liability is included as Appendix C. • -15- STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL SERVICES July 24,2018 • Appendix A Authorization to Proceed , • cirr"."0 F.ZA N J 04-N..CAp(pIll'Ar.sio DI-ILA,.. pkbp-Jos:61_p2Q.1$.';.10., ATTIql.:DR; 1716SSE10'"A;110E.11";4,P110!,..PE;„PSD •-;A• 4Y•24..,--20"1.:83:- . _ • - ,• •'•--,• '...,•:7't'--•e.; •' " " fpfl:;-',4-;,-_--•''','•• '',.•'; :::',.7:771,:-.Fivii,'f..:7•" :::;771 ::2. --.7i'7;•,,,,,,,/.,..i.- ,, 4, , / , ,' ff•::`,4iltfirit410;i41/4.0::::,10;,!',/•','4:#7,4,•.,:ititrV , ;,,. . • . . , /,''''' '');'''''' . . . . . ___ _ r • . ://,'IffilrfellAl/filL LYS/Jiff:MAE ''ir-1.3.....02:. . .. ... . .. _ , . .. . .,. . fitigiNEENAS EffiLINY 23011 ,ivicitittortiPerikiO4,Siiite.411,1:,Laoti :''',.Hill§..,.talifothi4 926.5a. Phone: 0.4.91461- 5.690, , !,Fai&,:(94.9)-46142501 EillAiLdhlii@O.K10;porri:! !).0-tool'etW.W8tv:;ci,h10,'..cipirti., Proposal to Geotechnical -lik-pAilevv, of th0;.,1,0-C ..,. Geotechnical Report:Geotechnical 40-Scale Pugh :Grading Olon:,:i301000,,, 140:000:Oft: fiosieot i 04.Project, 74701.017g$0,. San .:760:41.-cawsteorioi ;rolitoettioti,:dated July 1.2, 20:18 .. ..(PrOjiet NO. :i11804.0il, --- ,-„ - AVITIORIZATION'T0f:..151tOttErk .. IN: - - ' " ' - , . ,sof4A-ru-RE Name: PLEASE PRIt#' ;Itepres'erianOt:. - HP!:EASE-PRINT ... ... .-. . ,. .Address:' . . .. . :j2i;EE1?1:2iNT ,PhOnt'N.UrribOtS::.: 'OFFIC FAX • :Dae.., STATEMENT OF QUALIFICATIONS DHEA GEOTECHNICAL SERVICES July 24,2018 • Appendix B Key Personnel Resumes • DAVID H. LEE,E, PE, GE TITLE Principal C ieotcchntc;tl I:ngineer PROFESSIONAL LICENSES • Registered OW Engineer,State of California License No. i_030608 R.egistcred Geotechnical Engineer,State of California license No. (.JF 510 Registered Civil Engineer,State of Arizona License No. 44273 EDUCATION • California State llniversttti, 1.ong Beach Bachelor of Seictu:ce in (:ivi; Engineering, 1980 University of Southern California Bachelor of Music 1)c;I;ree, 1961 PROFESSIONAL EXPERIENCE DAVID H.LEE&ASSOCIATES,INC.GEOTECHNICAL ENGINEERING • Laguna Hills,California President/Principal Geotechnical Engineer • November 1996 to Present Duties: Principal geotechnical engineer responsible for establishing a new geotechnical engineering firm, overall office management providing full geotechnical design, laboratory testing and field inspection services. Direct supervision and guidance of technical staff regarding interpretation,of plans and specifications, quality control of laboratory testing, engineering analyses, inspection and testing services, and preparation of reports for submittal to clients and governmental agencies, and acting as the Geotechnical Engineer' of Record, The laboratory facilities under Mr.Lee's supervision arc certified by the City of Los Angeles,and are operated in compliance with ASTM, AASHTO and CalTrans protocols, traceable to • MST standards. Project experience for new construction includes pipelines, residential, commercial, industrial, and multi-level facilities. Considerable and extensive' experience in landslide stabilization, including the use of soil nails and high-capacity tieback anchors. Extensive experience as geotechnical expert in evaluating insurance damage claims for residential, commercial, and industrial structures, including evaluations. of damage reported to have been caused by equipment vibration. Experienced in testifying at deposition and in ttial for construction defect litigation,serving both plaintiff and defense. • • LEJMAN&LEE,INCORPORATED GEOTECHNICAL ENGINEERS Laguna Hills, California • Presidenr/Project Manager* August,1985 to October,1996 - t\t3L'SINESAREYt.1MES\CIPADHL,CV_7PAGE_VERf70N.dar Page 1 D A VID LL a LEE, PE,9 G E ppties: Managing partner responsible for establishing a new geotechnical engineering firm, designing and building automated laboratory testing equipment including a triaxial compression testing system, developing quality assurance protocols, client base and managing office, laboratory and field staff. Extensive experience in the design and operation of monitoring systems, both manual and remote, involving inclinometers, pore pressure transducers, settlement sensors and plates. Design and preparation of site investigation reports for residential and commercial development, including extensive evaluation of geologic and soil problems, and providing grading recommendations. Project manager and soil engineer on: commercial and residential geotechnical investigations for new construction; pavement design for commercial and residential new construction; dredging study for Dana Point Harbor; storm drain new construction; shipyard renovation and design of large Travel-Lift pier structure. Numerous forensic studies for damage to residential, commercial and industrial structures for insurance companies and law firms. COFFMAN AND MCCORMICK,INCORPORATED Laguna Hills,California Soil Engineer/Project Manager* October 1983 to 1985 Dutiest Project engineer involved with all aspects of field exploration, laboratory testing, analyses and report preparation on heavy residential and industrial grading projects throughout Orange County. Responsibility fQc maintaining, calibrating, up- grading laboratory equipment. Trained and supervised field and laboratory personnel; prepared proposals and cost estimates; maintained client contact. Considerable experience in slope stability analysis, design of roadways, utility lines including large diameter culverts and storm drains. Project Soil Engineer on large, multi-million yard commercial/residential developments. Extensive pavement design work for flexible and rigid pavements,including review of local governmental agency design pavement sections on large arterial streets. Extensive geotechnical work in residential damage investigations. Considerable experience in interfacing with owners,governmental agencies and contractors. • D.A.EVANS,INCORPORATED Laguna Hills, California Project Engineer/Project Manager* March 1979 to October, 1983 Duties; Project engineer responsible for the design, procurement, fabrication, and calibration of testing equipment for new laboratory; establishing testing procedures for electronic/pneumatic static Triaxial compression equipment; extensive computer analysis with slope stability programs. Supervision of laboratory and field personnel. Installation and monitoring of extensive instrumentation systems including slope inclinometers, tiltmetcrs, borehole extensometers, surface strain gauges, and wireline extensometers. Project Manager for geotechnical studies for large planning areas, pipelines and libraries including formulating detailed recommendations for mass grading, buttresses, foundations, conventional and post-tensioned slabs on ground, soil corrosivity and concrete quality. a:\susINESSRESUMECVADNLCV_7'AGE vEac:ON.dx Page 2 D A Y id' H. LEE9 PE q GE IRVINE SOILS ENGINEERING AND TESTING LABORATORIES Irvine, California Field Engineer* September 1978 to March, 1979 Duties: Supervising field engineer responsible for training,quality control on heavy mass grading projects. Performed site investigations,stability analyses, for residential developments and commercial and industrial facilities, and prepared reports with detailed recommendations for the design of slopes,foundations and slabs on ground. Responsibilities included fabrication and calibration of new laboratory equipment, training and supervising field personnel;preparation of proposals and cost estimates. • FIJORO INCORPORATED Long Beach, California Staff Engineer* 1974 to 1978 Duties: Staff engineer responsible for field exploration and laboratory testing on a Central California siting investigation for a nuclear power plant; implementation of the QA/QC program for that siting investigation. Offshore siting investigation for a single anchor leg mooring system. Performed field exploration, assigned laboratory testing, evaluated the field and laboratory data and prepared geotechnical evaluation reports for industrial sites. In Iran, training Iranian engineers, geologists and technicians in QA/QC field and laboratory techniques relevant to nuclear power siting investigations. —. R.T.FRANKIAN&ASSOCIATES Burbank, California Field Supervisor` 1967 to 1974 Duties; Supervising technician responsible for field inspection and testing; performing field exploration for medium to high-rise commercial and industrial facilities, preparing reports under the supervision of senior engineers. Project experience included a diversity of field investigative and inspection techniques. • --• OEOJABS,INCORPORATED Van Nuys, California Field Engineer* 1966 to 1967 ,y Duties: Engineering technician performing laboratory testing, field observation and testing, preparing grading reports under the supervision of a senior engineer. Responsible for several major grading projects. • PACIFIC SOILS ENGINEERING Lawndale,California Field Engineer* 1962 to 1966 Duties: Engineering technician on four major projects totaling over 5,500,000 cubic yards of compacted 611. Performed field observation and testing on numerous multi- million-yard grading projects. Extensive experience in laboratory testing. P:\ui umrirslurstrmi.s1Cv�,1nt1L.Gv_�_PACF,_t�ttslmd,r Page 3 DAVID ID EL LEE, PE, GE REPRESENTATIVE LAND DEVELOPMENT EXPERIENCE o Commercial/Retail, Industrial, and Residential Developments, various in Los Angeles,Orange, and Ventura Counties,California. o Staff and project engineer responsible for design and construction phases of commercial, light industrial and residential flatland and hillside development, including several mixed-use, multi-story buildings and infill/redevelopment properties. Tasks included drilling and logging exploration points, assigning laboratory testing, analysis of field and laboratory data, report preparation and interfacing with clients and design teams. o Various Public K-12 School Buildings,Long Beach, California. o Staff engineer responsible for design and construction phases of new public school facilities in Long Beach, under supervision of a registered geotechnical engineer. o Irvine Industrial Complex East,Irvine,California. o Staff engineer responsible for design and construction phases of graded pads for the support of commercial and light industrial structures, including foundation and pavement design. o Senior Citizen Apartments,Huntington Beach, California. o Project engineer responsible for the geotechnical design aspects for a series of multi-story wood frame and concrete at-grade structures;interfacing with client and design team. o Northwood Area Residential Development,Imine,California. o Project engineer responsible for design of mass, rough and precise grading, feeder and interior street pavements, foundations and utilities; interfacing with clients,design teams,governmental agencies and contractors. ci Woodbridge Planned Community,Irvine,California. o Project engineer on two large multi-family residential developments. Areas of responsibility included rough and precise grading, geotechnical design of foundations, slabs on grade and utilities. o Spectrum Center,Irvine,California. o Project Engineer on more than 10 large tilt-up industrial sites, including design responsibility for rough and precise grading, foundations, slabs on grade and utility lines, interfacing with clients; design teams, governmental agencies and contractors. o Mission Viejo Planning Areas 13 and 70,Mission Viejo, California. o Project engineer during design and development phases. Project involved geotechnical concerns regarding slope stability, ground water, hillside mass grading for large commercial and residential developments. • City of Rancho Santa Margarita,California. o Project engineer for initial mass grading for the Rancho Santa Margarita development, including responsibility for geotechnical design of backbone utility systems, arterial, feeder and residential streets and foundations; extensive interfacing with client and design civil engineers regarding multi- million yard grading design. ',Anl+MTsnr .s(nui►1C1/4\!)111. C:1/_7_PAG1:_1/HASfnN.Jne Page 4 DA yip H.a LEE, E, GE ❑ Olen Pointe Business Park,Multi-Level Parking Structure,Brea,California. o Geotechnical engineer for the geotechnical investigation and construction of a multi-level parking structure. ci Pet Resorts Management Group,Laguna Niguel,California. o Geotechnical engineer for the design of the precise grading, foundation and slab on grade,utility lines for a large tilt-up concrete structure. a Hummer Facility,San Juan Capistrano,California. o -Geotechnical engineer for the design of a single-story commercial building. REPRESENTATIVE PUBLIC WORKS EXPERIENCE ci Third-Party Geotechnical Reviewer,City of San Juan Capistrano,California. o Conducting geotechnical reviews for residential, commercial and public works projects within the City of San Juan Capistrano to verify compliance of consultant reports with the grading and building codes, and standards of practice for the geotechnical aspects of commercial, public works and residential projects. o Large Diameter Reinforced Concrete Storm Drain,Mission Viejo,California. o Project engineer responsible for laying out field exploration, assigning laboratory testing, performing analyses and preparation of report detailing the construction of a 63-inch-diameter reinforced concrete pipe storm drain. a City of Rancho Santa Margarita,California. o Project engineer during original mass grading, responsible for the geotechnical design of main backbone sewer, storm drain and water systems. Extensive contact with design civil engineers on these and pavement systems. ❑ Waste Heat Recovery System,Los Angeles Department of Water and Power. o Staff engineer involved in analyzing field and laboratory data obtained as part of this evaluation,and preparation of a preliminary soil investigation report. ci Dana Point Harbor Dredging Study,Orange County,California o Responsible engineer in charge of performing a dredging study in Dana Point Harbor. Tasks included mobilizing geophysicists to perform bottom and shallow subbottom profiling, grab sampling of bottom surface sediments, Willing test borings with a barge-mounted rotary-wash rig, supervising laboratory testing and analysis,final report preparation. REPRESENTATIVE FORENSIC& INSURANCE CLAIMS EXPERIENCE a PGA West Residential Multi-Family Development,Paula Desert,California. o Geotechnical expert responsible for the evaluation of damages involving a 1273-unit residential development, which also included 5 man-made lakes and 51 swimming pools. Supervised all field exploration, laboratory testing and analysis. Testimony given in deposition and Court hearings relevant to the alleged construction defects. a Hidden Mountain Residential Development,San Juan Capistrano,California. o Extensive forensic investigations of numerous slope failures. Responsible for developing geotechnical repairs including the use of high-strength geogrids in conjunction with extensive internal drainage systems. r\8(:SlNES',f\RE;f'UME,S\CV'4UF/LCG_7J'ACE_VE1tSIONdoe l'aue 5 DAVID Ho LEE, PE, GE o Cold Storage Facilities in Orange County and Santa Paula,California. o Responsible geotechnical engineer for evaluations to damaged cold storage facilities resulting from frost-heave; provided geotechnical parameters for mitigation of frozen soil conditions. o Settlement of an 8-Unit Apartment Structure,Montebello,California. o Responsible engineer for evaluating extensively damaged apartment building, including the determination of the causes and design of underpinning repairs. o Differential Settlement of 10-Unit Condominium Structure,Santa Ana,California. o Evaluation of damage to a multi-unit condominium structure due to differential settlement. Supervision of field exploration, laboratory testing and analysis and final report preparation. • MSE Wall Repair,Weseloh Chevrolet, San Juan Capistrano, California. o Oversight of geotechnical evaluation and construction repair of a failed Mechanically Stabilized Earth (MSE) wall supporting the parking lot area of two large automobile dealerships. Post-litigation geotechnical design of the wall stabilization program, which included compaction grouting and 122 permanent tieback anchors (up to 91-kips), and geotechnical design for the future construction of a new retaining wall, which included temporary construction cuts stabilized with temporary and permanent soil nails. The construction repair was implemented under Mr.Lee's direct supervision. o Via Cerro Rebal Landslide Stabilization Using High-Capacity Tieback Anchors, San Juan Capistrano, California. o Geotechnical expert charged with evaluating the cause of re-activation of a large landslide in San Juan Capistrano, California. Directed all field exploration, laboratory testing and stability analyses; interfacing with client representatives, legal counsel and governmental agencies. The remediation design included the installation of over 860 high-capacity (300 and 365-kip) permanent tieback anchors, and remedial grading. The design also encompassed a comprehensive monitoring program which was implemented under Mr. Lee's direct supervision. Duties also included presentations and testimony at mediation conferences. o Pegasus Street Landslide Remediation,Anaheim Hills,California. o Post-litigation geotechnical design for stabilization of an active landslide. Supervised the research, field exploration, laboratory testing and intensive stability analyses required to formulate a remediation system to arrest the landslide movement. The construction repair included 127 tieback anchors (up to 150 kips) and remedial grading,and was implemented under Mr. Lee's direct supervision. o Insurance Damage Investigations Throughout Southern and Central California. o Over 20 years of experience in evaluating damage claims in residential, commercial and industrial structures. Determination of damages resulting from earth movement, landslides, slope instability, blasting and equipment- induced ground vibrations. Damage assessment for claims following major seismic events in central and southern California,including the Sierra Madre, Landers, Big Bear, Northridge, and San Simeon Earthquakes. Geotechnical design of repairs to mitigate damages due to existing geotechnical hazards. J§\HUSINES\RESUMES'\N'r\DHLL_CY'_7_P,IGE_VERS10N.dar Page 6 DAVID He LEE, PE, GE LECTURES,TECHNICAL ARTICLES ❑ Co-Author, Discussion in the ASCE Practice Periodical on Structure Design and Construction Regarding Moisture Penetration Through Floor Slabs on Ground o ADSC, Co-Author of Via Cert Reba! Landslide Stabiliiution Utilizing High-Capacity Tieback Anchors ADI)ITIONAI.TECHNICAL TRAINING Orange County Bar Association Construction Defect Seminar Ground Modification Seminar Earthquake Engineering Research Institute, Short Course on the Evaluation and Mitigation of Liquefaction Hazards ASCE,Gcosynthetics Seminar ASCE,Seminar on the Engineer as an Expert Witness International Association of Foundation Drilling,Anchored Earth Retention Seminar ADSC,Design Guidelines Seminar for Down Drag on Uncoated and Bitumen-Coated Piles University of Texas,Austin,Advanced Slope Stability Short Course Utilizing GSTABL7 CGEA,Design of Structural Fills for Long-Term Stability FEWA,Testifying Skills Workshop University of Missouri,Rolla,Short Course on Geotechnical InItrumentation University of Missouri, Rolla, Short Course on Groundwater Analysis and Design of Dewatering Systems PROFESSIONAL AFFILIATIONS American Society of Civil Engineers,Orange County Branch Past President ASCE Disaster Preparedness Committee ASCE Los Angeles Branch, Forensic Engineering Technical Group National Society of Professional Engineers American Society of Testing Materials International Conference of Building Officials Association of Drilled Shaft Contractors PAut S1Nhr,\R7 SLtMrs\Cv'ADHLCV_7 PAGE_VERSION.dar 'p Page 7 Curriculum Vitae Colin E. Cunningham ENGINEERING GEOLOGIST •- 4527 SUNRISE RIDGE OCEANSIDE,CALIFORNIA 92056 (949)795.4077 COLIN@PACIFICGEOSERVICES.COM Professional Summary Colin E.Cunningham is a licensed engineering geologist with 40 years of professional experience and a background based primarily in geotechnical engineering. Colin has technical experience withevaluation and construction monitoring of a variety of development projects, including residential, commercial and industrial sites, as well as infrastructure projects such as roadways,bridges and underground utilities. He has a strong background emphasis on investigation of geologic hazards, including assessment of several high-profile landslides in southern California, as well as site- specific fault and seismic evaluations, and damage assessments following numerous major seismic events. His significant skills include project management, coordination and training of personnel and establishment of office accounting and management systems coordinating project, exploration and laboratory data for reporting purposes. Colin's knowledge and experience has contributed to the successful completion of numerous challenging earthwork. construction projects and the remediation of many geologic hazards throughout southern California. Licenses PROFESSIONAL GEOLOGIST,STATE OF CALIFORNIA,LICENSE NUMBER 6803 CERTIFIED ENGINEERING GEOLOGIST,STATE OF CALIFORNIA,LICENSE NUMBER EG 2140 REGISTERED GEOLOGIST,STATE OF ARIZONA,CERTIFICATE NUMBER 44206 Professional Experience PACIFIC GEOLOGICAL SERVICES,OCEANSIDE,CAUFORNIA Owner&Principal Engineering Geologis4 July 2017—Present Prindpal Partner In a professional consultancy practice specializing In providing engineering geology services. Responsible for marketing and business development, client relations, project management, research, geologic applications,and preparation of reports and documents. • HETHERINGTON ENGINEERING,INC.,CARLSBAD,CALIFORNIA Senior Engineering Geologist,September 2016—July 2017 Engineering geologic tasks in support of geotechnical services. Management of all aspects of projects,including site assessments,exploration and observation&testing services for construction sites. PACIFIC GEOLOGICAL SERVICES,LAGUNA HILLS AND NATIONAL CITY,CALIFORNIA Owner&Principal Engineering Geologist;January 2013—August 2016 Principal Partner in a professional consultancy practice specializing in providing engineering geology services. Responsible for marketing and business development, client relations, project management, research, geologic applications,and preparation of reports and documents. APPLIED GEOKINETICS,IRVINE,CALIFORNIA •• Senior Project Geologist,September 2009-January 2013 Engineering geologic tasks In support of geotechnical services. Management of all aspects of projects, including i supervision of technical personnel Involved with site assessments, exploration and observation &testing services for construction sites. Review of site conditions relative to preparation of construction defects and presentation at expert meetings for developments in litigation throughout California. ----P"Weil CV of Cohn E.Cunningham • Curriculum Vitae Colin E. Cunningham ENGINEERING GEOLOGIST 4527 SUNRISE RIDGE OCEANSIDE,CALIFORNIA 92056 (949)795-4077 COLiN@PACIFICGEOSERVICES.COM Professional Summary Cohn E. Cunningham is a licensed engineering geologist with 40 years of professional experience and a background based primarily In geotechnical engineering. Colin has technical experience with evaluation and construction monitoring of a variety of development projects, including residential, commercial and industrial sites, as well as infrastructure projects such as roadways, bridges and underground utilities. He has a strong background emphasis on investigation of geologic hazards, Including assessment of several high-profile landslides in southern California,as well as site-specific fault and seismic evaluations, and damage assessments following* numerous major seismic events. His significant skills Include project management, coordination and training of personnel and establishment of office accounting and management systems coordinating project, exploration and laboratory data for reporting purposes. Colin's knowledge and experience has contributed to the successful completion of numerous challenging earthwork construction projects and the remediation of many geologic hazards throughout southern California. Licenses PROFESSIONAL GEOLOGIST,STATE OF CALIFORNIA,LICENSE NUMBER 6803 CERTIFIED ENGINEERING GEOLOGIST,STATE OF CALIFORNIA,LICENSE NUMBER EG 2140 REGISTERED GEOLOGIST,STATE OF ARIZONA,CERTIFICATE NUMBER 44206 Professional Experience HELENSCHMIDT GEOTECHNICAL,INC.,CARLSBAD,CALIFORNIA Senior Engineering Geologist,Apni 2018-Present Engineering geologic responsibilities In support of engineering personnel for a full-service geotechnical firm. Wide range of duties Include site assessment, geologic mapping, subsurface exploration and sampling, instrumentation, analysis and report preparation. Business operations include client relations, marketing, project coordination and preparation of proposals. ., PACIFIC GEOLOGICAL SERVICES,OCEANSIDE,CALIFORNIA Owner&Principal Engineering Geologist,July 2017-April 2018 Principal Partner in a professional consultancy practice specializing in providing engineering geology services. Responsible for marketing and business development, client relations, project management, research, geologic • applications,and preparation of reports and documents. HETHERINGTCN ENGINEERING, INC.,CARLSBAD,CALIFORNIA • Senior Engineering Geologist,September 2016-July 2017 Engineering geologic tasks in support of geotechnical services. Management of all aspects of projects, including site assessments,exploration and observation&testing services for construction sites. PACIFIC GEOLOGICAL SERVICES,LAGUNA HILLS AND NATIONAL CITY,CALIFORNIA Owner&Principal Engineering Geologist,January 2013-August 2016 Principal Partner in a professional consultancy practice specializing in providing engineering geology services. • Responsible for marketing and business development, dient relations, project management, research, geologic • applications,and preparation of reports and documents. y ; • -170iicTIT CV of Colin E.Cunningham ; CV of Colin E.Cunningham (cont'd) APPLIED GEOKINETICS,IRVINE,CALIFORNIA Senior Project Geologist,September 2009-January 2013 Engineering geologic tasks in support of geotechnical services. Management of all aspects of projects, including supervision of technical personnel Involved with site assessments, exploration'end observation&testing services for construction sites. Review of site conditions relative to preparation of construction defects and presentation at expert meetings for developments in litigation throughout California. I i DAVID H.LEE&ASSOCIATES,INC.GEOTECHNICAL ENGINEERING,IRVINE,CALIFORNIA Senior Engineering Geologist,July 1998-August 2009 Oversight of all geologic aspects of geotechnical services. Responsibilities included management of geologic and technical personnel in performance of site assessment and subsurface exploration for forensic investigations and new construction projects as well as monitoring of geologic conditions during construction. LE3MAN GEOTECHNICAL GROUP INCORPORATED,LAGUNA HILLS,CALIFORNIA Vice President,November 1996-June 1998 Responsible for engineering geologic aspects of various projects, Including geotechnical Investigations for both new development and repair of earth movement on developed sites In conjunction with litigation and insurance claim cases. LEJMAN&LEE,INCORPORATED GEOTECHNICAL ENGINEERS,LAGUNA HILLS,CALIFORNIA Technical Manager/Geologls4 May.1986-November 1996 Responsible for coordination and management of a team of professional geologists, engineers and engineering technicians in conjunction with project management of various geotechnical projects in southern California. Projects included forensic investigations relating to litigation and insurance cases, preliminary geologic investigations and geologic monitoring during grading and construction. D.A.EVANS,INCORPORATED,LAGUNA HILLS,CALIFORNIA Project Geologist,June 1980-April 1986 Conducted preliminary geologic investigations for various development projects. Performed geologic monitoring during grading of residential, commercial and infrastructure sites. Extensive Involvement with geotechnical investigations for litigation and Insurance cases relating to damage resulting from earth movement, including major landslides in southern California. CHALLENGER MINERALS,INCORPORATED—A SUBSIDIARY OF GLOBAL MARINE, INC.,LOS ANGELES,CALIFORNIA Senior Geologic/Geophysical Draftsman,September 1979-June 1980 Responsible for compilation and drafting of geologic maps and cross-sections pertaining to evaluation of proposed and ongoing mineral, oil and gas prospects. Performed drafting needs of operations and land departments For lease and well permit maps. Managed and organized data relating to geology and geophysics of oil and gas prospects of interest. Performed geologic and geophysical work under the supervision of geologic and geophysical personnel. GOFFMAN AND MCCORMICK,INCORPORATED,LAGUNA HILLS,CALIFORNIA Soil Engineering Technician,April 1978-September 1979 Responsible for on-site observation and field-testing for various grading and construction projects. Collected samples of soli and rock construction materials and performed laboratory testing in conjunction with construction observation duties. Various duties relating to the geology of proposed and ongoing residential and commercial development projects. IRVINE SOILS ENGINEERING AND TESTING LABORATORIES,IRVINE,CALIFORNIA Soil Engineering Technician/Staff Geologist,December 1977-April 1978 On-site observation and field-testing for various grading and construction projects. Performed various geologic duties relating to site investigations and grading control. SOIL,GEOLOGY AND TESTING CONSULTANTS,INCORPORATED,IRVINE,CALIFORNIA Page 2 1 CV of Colin E.Cunningham CV of Colin E.Cunningham (cont'd) Soil Engineering Techniclan/Staireeofogist, November 1976-December 1977 • On-site observation and testing of various grading and construction projects, laboratory testing of soil and rock construction materials and geologic control and mapping concurrent with engineering technician duties on assigned• grading projects. • BORST AND GIDDENS OILWELL LOGGING SERVICE,INC.,VENTURA,CALIFORNIA ' Darrell Lagging Engineer,March 1976-November 1976 • Performed well-site geology duties including analysis of drill cuttings, petro-vapors and oil shows during onshore and • offshore exploration and production drilling operations. Responsible for mohitoring various physical and chemical aspects of drilling operations including rate of penetration and drilling fluid parameters. Duties also included reporting drilling operations to oil company geologists and engineers in the form of drafted logs and written or verbal reports. Experience includes geothermal wells within the Salton Trough area of southern California. ENVIRONMENTAL CHEMICAL SPECIALTIES,INCORPORATED,ANAHEIM,CALIFORNIA Producilon Chemist,February 1976-March 1976 Production and testing of diagnostic organic and inorganic medical reagents. I Representative Land Development Experience MISSION VIEJO PLANNING AREAS 13/70,MISSION VIEJO,CALIFORNIA Geologic mapping and oversight of all remedial grading operations for large condominium and commercial/retail. complex. Included mapping and subsurface profiling of a fault complex that required age dating due to displacement ( of Quaternary-age terrace deposits. ALISO VIEJO PLANNING AREA 13,AUSO VIEJO,CALIFORNIA,ALISO VIEJO COMPANY • Geologic mapping and supervision of remedial grading for a large condomin7l,m and apartment complex. Grading • required configuration of areas that required blasting and removal of hard limestone bedrock belonging to the • • Monterey Formation. Included investigation of a major sewage lift station and pipeline system for tie-in to the Aliso • • Water Management Agency. ALISO VIEJO PLANNING AREA 12,ALISO VIEJO,CALIFORNIA,ALISO VIEJO COMPANY Geologic mapping, subsurface exploration and sampling of complexly folded Monterey Formation bedrock to determine stability and buttress design for grading of a large single and multiple family residential development. INVESTIGATION OF LIMESTONE DEPOSITS AS A SOURCE OF DECORATIVE ROCK, Al.I50 VIEJO, CALIFORNIA, ALISO VIEJO COMPANY Extensive rock coring and determination of bedding thicknesses to establish an estimated volume of decorative quality Monterey Formation limestone for potential quarrying. MISSION VIEJO PLANNING AREA 19,MISSION VIEJO,CALIFORNIA,MISSION VIEJO COMPANY Provided geologic mapping and subsurface exploration for Investigation of a complexly faulted and folded portion of a large single and multiple-family housing development, Representative Public Works Experience JI THIRD-PARTY GEOLOGIC REVIEWER,CITY OF SAN JUAN CAPISTRANO,CALIFORNIA Conducting geologic reviews for residential, commerdal and public works projects within the City of San Juan Capistrano to verify compliance of consultant reports with the grading and building codes, and standards of practice for the geotechnical aspects of commercial,public works and residential projects. • • . - I page 3 CV of Colin E.Cunningham i CV of Colin E. Cunningham (cont'd) GEOLOGIC INVESTIGATION OF MULTIPLE BRIDGE SITES, MISSION VIEJO & ALISO'VIE30, CALIFORNIA, MISSION VIEIO COMPANY/ALISO VIEJO COMPANY Surface geologic mapping and subsurface exploration/sampling for major transportation bridges within the Mission Viejo and Aliso Viejo areas. Involved investigation of bedrock stability for abutments and deep alluvial sediments for pile design. Included major and minor arterial streets and freeway corridors under auspices of transportation authority. Subsurface exploration Involved bucket-auger, hollow-stem flight auger and rotary wash drilling, along with cone penetrometer testing(CPT)in alluvial sediments. BIG ROCK MESA LANDSLIDE INVESTIGATION,BIG ROCK MESA GEOLOGIC HAZARD ASSESSMENT DISTRICT, MALIBU,CALIFORNIA Performed duties of site geologist during investigation and dewatering of the•infamous Big Rock Mesa Landslide In Malibu,California. The Investigative phase confirmed that recharge of groundwater from septic systems was a major contributor to the instability of the mesa and a dewatering program was rehabilitated and expanded. Tasks included reworking of existing dewatering wells, Installation and monitoring of instrumentation to monitor both landslide movement and groundwater levels,geologic mapping of surface features and subsurface exploration concurrent with the installation of the Instrumentation and wells. Representative landslide &earthquake experience i VIA CERRO REBAL LANDSLIDE STABILIZATION,SAN JUAN CAPISTRANO,CALIFORNIA Geologic mapping, subsurface exploration, sampling and instrumentation of a seven-acre landslide that became active several years after completion of grading due to the El Nino storms of 1997-1998, threatening numerous homes. Exploration Included deep rock coring and geophysical logging of boreholes. Instrumentation consisted of slope inclinometers, pore pressure transducers and open standpipe observation wells. Stabilization of the landslide was accomplished by Installing over 860 permanent high-capacity tieback anchors. PEGASUS STREET LANDSLIDE STABILIZATION,ANAHEIM HILLS,CALIFORNIA Investigation of a 11/2-acre landslide that had been active for over three decades In steep hillside terrain above several homes. Temporary stabilization over the years was provided by dewatering wells, which maintained the landslide at a marginal factor of safety. The investigation included the compilation and analysis of work by previous geotechnical consultants and additional subsurface exploration and sampling to refine the geologic structure controlling the landslide. Permanent stability was achieved by installing 127 tieback anchors. MSE WALL REPAIR,WESELOH CHEVROLET,SAN JUAN CAPISTRANO,CALIFORNIA Oversight of all geologic mapping and subsurface exploration during investigation of a failed Mechanically Stabilized Earth (MSE)wall supporting the parking lot area of two large automobile dealerships. Determination of stability and an appropriate repair was critical due to the presence below the wall of railroad tracks used by Amtrak and Metrollnk passenger trains. The post-litigation geotechnical design consisted of a permanent tieback anchor system and compaction grouting program. '• 1 CROWN COVE LANDSLIDE INVESTIGATION,LAGUNA NIGUEL,CALIFORNIA Geologic mapping and subsurface exploration during the litigation phase of a large landslide activated by El Nino storms In 1997-1998,which failed and destroyed several single-family residences and condominium buildings. Also performed oversight of Installation and monitoring of instrumentation for determining depth and rate of movement prior to failure or the landslide. The landslide was eventually stabilized by a combination of removals, tieback anchors and regrading. SAN SIMEON EARTHQUAKE DAMAGE ASSESSMENTS, MULTIPLE SITES FOR ALLIED INSURANCE, CALIFORNIA'S CENTRAL COAST REGION y Performed damage assessments, in tandem with a geotechnical engineer,of over 70 structures affected by the San Simeon Earthquake of December 22, 2003. Structures assessed induded multiple and single-family housing, mobile homes, commerdal/retall structures, farms/ranches and wineries, with damage ranging from negligible to total destruction. Coordinated with structural engineers In providing assessment reports on more severely damaged structures. LOWER RAMBLA PACIFICO ROADWAY RESTORATION,MALIBU,CALIFORNIA Geologic oversight of grading operations, monitoring and mapping of unprecedented restoration of a roadway destroyed by the Las Flores Landslide In the early 1980's. Destruction of the roadway impacted response time for emergency services to residential properties located uphill of the mega-landslide. Intensive stability analyses Indicated that grading of the roadway was feasible using unique methods of remedlatlon and grading, Including low Page 4 CV of Colin E,CLnningham _ CV of Cohn E. Cunningham (cont'd) density hillside fills incorporating high-density polyurethane foam blocks, large-diameter concrete shear pins, mechanically stabilized earth walls and drainage systems designed to accommodate the conditions exposed during grading. Remediation required reanalysis of stability several times to satisfy°legal and political obstacles during the grading. Successful grading and geologic cantrol resulted in realignment and restoration of a private access roadway funded by locally affected residents. LANDSLIDE INVESTIGATION AND REPAIR, UPPER RAMBLA STREET LANDSLIDE, SANTA MONICA MOUNTAINS, LOS ANGELES COUNTY,CALIFORNIA Investigation of a large slope failure involving primary and secondary landslide masses. Failures destroyed 300 feet of Rambla Pacifico Road immediately south of Los Angeles County Fire Camp No. 8 severely impacting emergency services and disrupting traffic access to numerous residences from Pacific Coast Highway and Malibu. Continued movement also posed a threat to stability of properties Iocated uphill from Rambla Pacificco Road, Performed oversight of successful landslide remediation, including Installation of large-diameter shear pins,safe removal of the landslide masses and restoration of the slope and roadway. I CONSULTING SERVICES RELATING TO THE DEWATERING OF A LARGE DEVELOPED LANDSLIDE, THE COAST RESIDENTIAL DEVELOPMENT,SAN CLEMENTE,ORANGE COUNTY,CALIFORNIA Providing ongoing engineering geologic consulting services to Evans,Colbaugh&Associates,Inc.,far the monitoring of dewatering efforts necessary to maintain stability for a large landslide complex underlying a major portion of a residential development. Services Include entering, plotting and interpretation of pumping and monitoring data, consultation with the geotechnical engineer In charge and attendance at homeowner's association board meetings and meetings with the property management company. Services also include Investigation of other Issues within or affecting the development,Including the Laing-Forster Ranch Landslide complex. Education CHAPMAN UNIVERSITY,ORANGE,CALIFORNIA(California State Reserve Scholarship) B.A./Geology,May 1975 WEST HILLS COLLEGE,COALINGA,CALIFORNIA(MPG Scholarship) A.A./Geology,May 1973 l i Professional affiliations ASSOCIATION OF ENGINEERING GEOLOGISTS GEOLOGICAL SOCIETY OF AMERICA AMERICAN INSTITUTE OF PROFESSIONAL GEOLOGISTS SOUTH COAST GEOLOGICAL SOCIETY i Publication Using Tieback Anchors to Stabilize an Active Landslide In San Juan Capistrano, California,by David H.Lee, P.E., GE, Colin E. Cunningham, PG, CEG,Karen E. Geraci, P.E.,and D. Elliott Lee, P.E. Prepared for Earth Retention 2010 in Bellevue,Washington,Aug 1-4, 2010,organized by the Earth Retaining Structures Committee of the Geo-Institute of the American Society of Civil Engineers. • Page 5 f CV of Colin E.Cunningham D A r JLD ELLIOTT T Jl. IE, PE TITLE Project Engineer PROFESSIONAL LICENSE Registered Profes,nitl.lf Engineer. State of C ali ornld License No, CE 7n00 EDUCATION California•St:1tt. University at Long Beach, California • Coursework in Civil Engineering, 2004.2008 • University of California at Irvine, California Bachelor of Arts in Economics, 1990 PROFESSIONAL EXPERIENCE DAVID H.LEE&ASSOCIATES,INC.GEOTECTTNICAT.ENGINEERING Laguna Hills,California Project Engineer/Laboratory Manager January 2010 to Present Duties; Project engineer involved with all aspects of field exploration, laboratory tests, performing analyses, design of shallow and deep foundations and report preparation. Increasing responsibilities in managing the company. Projects • include insurance damage investigations for residential, commercial and industrial structures, and slope stability analyses for landslide remediation. Responsible for calibrating and maintaining laboratory and field testing equipment. Preparing cost estimates and proposals. Considerable experience interacting with clients, governmental agencies and contractors. Senior Engineering Technidan/Laboratory Manager ` September 1996 to January 2010 Thai= Field engineering technician and laboratory manager for various geotechnical engineering projects. Landslide remediation and slope reconstruction projects involve such construction techniques as tieback anchors, soil nails and low- mobility compaction grouting. Light pipeline construction projects consist of storm drain, sanitary sewer, domestic water, fire lines, area drain, and retaining wall drain systems. Construction-related duties have also included onsite quality assurance for multi-million cubic yard mass excavation, heavy pipeline (up to 120-inch diameter storm drain) and tilt-up construction projects. For geotechnical investigations,duties include geotechnical logging of small and large diameter bucket auger, hollow-stem auger, and rotary wash borings, and exploratory trenches. Collection of soil samples using Standard Penetrometer, drive, open thin wall tube, CME continuous, Pitcher P;\BUS INEST\ith.'SLIAf f\C V'r\!)fi1 V 01.a Page 1 DAVID ELLIOTT' LEE 9 1L iL� Tube and limited experience with piston type samplers and continuous NWG size core barrels. Installation of slope inclinometers and pore pressure transducers with cement-lime and cement-bentonite annular backfill. Overseeing and performing QA/QC on all laboratory testing of samples collected during subsurface exploration and construction projects. Collection of raw data from field instrumentation, and computer processing of data into a formal report format. Radiation safety officer for nuclear gauge testing equipment. Other tasks include client interface, proposal preparation,and report writing. • —• LE:JMAN&LEE,INC.GEOTECEiNICAL ENGINEERING Laguna Hills,California Engineering Technician• January 1995 to November 1996 PA=: Onsite quality assurance of slope reconstructions. Logging of small and large diameter bucket auger, hollow-stem auger, rotary wash borings and exploratory trenches, Collection of soil samples using Standard Penetrometer,drive, open thin wall tube, CME continuous, Pitcher Tube samplers. Writing compaction reports and computer processing of raw data. Laboratory soil testing performed on samples collected during subsurface exploration in compliance with current ASTM Standards. • GEOTECHNICAL PROFF.SSIONAI S INCORPORATED Cerritos,California Engineering Technician • July 1993 to January 1995 Duties; Quality assurance on new commercial construction and remodeling of existing facilities. Earthwork quality control on public works projects consisting of several above-ground reservoirs and one large below-ground domestic water reservoir. Drilling and sampling of bucket auger boreholes and limited time logging holes by rotary wash and cone penetrometer rigs. Performed laboratory testing in support of construction and field operations, compute;processing of field data and report writing. • • APEX ENVIRONMENTAL DRILLING,INCORPORATED Huntington Beach,California Operations Manager • September 1992 to July 1993 Thiggal Purchasing and acquisition of raw materials necessary for drilling operations. Management and scheduling of APEX personnel and equipment. Preparation of drilling proposals as well as bid preparation for large state environmental drilling contracts, Performed equipment maintenance. P BUSINEsARESUMEACIP,\DELcV 04.aa Page z DA • ID ELLIOTT' LEE, PE GOM MAN,MCCORMICK&URBAN,INCORPORATED Laguna Hills,California Engineering Technician • September 1984 to September 1 )92 Daggs Provided quality assurance for large public earthwork projects consisting of roadways, large diameter storm drains and sewers, large diameter overland domestic water lines and feed lines for reservoirs and multi-million cubic yard residential grading projects. Projects included several large above ground reservoirs, pump and sewer lift stations. Seismic crewmember working with explosives, geophones, cabling and seismograph required for a determination of rippability on projects in New Mexico, Utah, California and Arizona. Laboratory testing in support of large construction projects and preliminary investigations. TEX-CAL DRILLING Laguna Hills,California Milker Assistant• August 1981 to September 1984 Duties: Responsible for providing assistance with rotary wash, hollow-stem- auger and bucket auger-drilling operations. Managed the mud tank by removing drill cuttings, monitored the drill fluid consistency and mixed the drill fluid. Mobilization of and demobilization of equipment and materials to borehole locations. Collection of California Drive with liner, Open Thin Wall Tube, Standard Penetrometer and bulk in-situ samples. I'ABt SINP.s.ARESLiMFA\cIPAAELCV_04.&t Pao 3 lD REW STONE, PG, CEG f � TITLE ( �i��inerrin, i ic•olt)L ..t PROFESSIONAL REGISTRATION Professional ueologist, Srate of California License Nv. 5166 &rtified Engineering Cieologist, State of California license No. f G 1648 EDUCATION California Slate University, los Angeles, (:alitiornia 13.S. in l irolugy with Emphasis in Engineering Geology, 1982 California State University, Los Angeles, California (I'ost•Ur,aduate Studio) PROFESSIONAL EXPERIENCE DAVID H.LEE&ASSOCIATES,INC.GEOTECHNICAL ENGINEERING Laguna Hills,California Consulting Engineering Geologist ' January 2005 to Present Duties: Oversight of all geologic aspects of geotechnjcal services. Responsibilities include management of geologic arid technical personnel in performance of site assessment and subsurface exploration for forensic investigations and new construction projects as well as monitoring of geologic conditions during construction. . COFIMAN,MCCORMICK&URBAN,INCORPORATED Rancho Santa Margarita, California Director of Geological Services • 1983 to 2005 Duties' Responsible for engineering geologic aspects of various projects, including project management, supervision of both office and field staff and extensive "hands•on" field work. IRVINE SOILS ENVINEERWO,INCORPORATED Irvine, California Soils Technician • 1983 Dudes* Responsible for observation and testing of various geotechnical projects in southern California. Projects included preliminary geologic investigations and geologic monitoring during grading and construction. Pala 1 ANDRE STONE9 PG, CEG REPRESENTATIVE LAND DEVELOPMENT EXPERIENCE o Ladera Planned Community,Mission Viejo, California o DMB Ladera LLC: Geologic investigations and construction monitoring for 8,000 unit master planned development involving major hillside grading operations. Total grading quantities in excess of 75 million cubic yards. Property underlain by varied and complex geologic structure and large-scale landslides. o Rancho Niguel,Buie Development Company,Laguna Niguel, California o Geologic investigations and construction monitoring for hillside grading of master planned community. Pre-construction identification and in-grading remediation of large-scale ancient landslides were key to budgeting for a successful project. o Coto de Caza, Coto de Caza,Ltd., Coto de Caza, California o Geologic investigations and construction monitoring for master planned community. Development occupies a large alluvial valley bottom underlain by collapsible alluvial soils. ci Rancho Santa Margarita,Santa Margarita Co., Rancho Santa Margarita, California o Geologic investigations and construction monitoring for master planned community. Geologic services covering wide variety of community infrastructure including resdrvoirs, lakes, roadways, pipelines, commercial, and residential development. o Talega Planned Community,Talega Associates LLC, San Clemente,California o Geologic investigations and construction monitoring for master planned community. Project included several challenging geological and geotechnical constraints including environmentally sensitive habitat, slue line streams and existing transmission towers situated in weak rock amongst several ancient landslide complexes, complicated by the affects of the Cristianitos Fault Zone underlying the property. o Crystal Cove Planned Community,Irvine Company,Newport Beach, California o Geologic investigations in weak, landslide-prone hillside terrain for planned high-end custom home project overlooking Crystal Cove State Park on the Pacific Coast. Inter-action with California Coastal Commission staff was key to winning approval for development and construction. ci Custom Home Developments o Geologic investigations and construction monitoring for several high-end custom home sites throughout southern California including Pelican Hills, Shady Canyon, Coto de Caza, Emerald Bay, Laguna Beach and South Peak. Projects along the coast required interaction with the California Coastal Commission for development and construction approval. Page 2 ANDREW STONE, PG, CEG REPRESENTATIVE TRANSPORTATION EXPERIENCE' o Avenida Vista Hermosa/Avenida La Pata, Talega Associates, LLC and City of San Clemente o Major roadways supplying access to the Talega master planned community in the City of San Clemente. Alignment studies, geologic investigations, and construction monitoring through complex hillside and landslide terrain. Existing transmission towers adjacent to roadway cuts presented on-going challenges during design and construction. o Antonio Parkway, County of Orange and RSM Management Company o Major highway through Rancho Santa Margarita, Las Flores and Ladera community development areas. Alignment feasibility studies, geologic investigations, and construction monitoring within complex hillside geology, including numerous large ancient landslides. o Oso Parkway, County of Orange and Coto de Caza, Ltd.'. o Major highway connecting Mission Viejo and Coto de Caza. Alignment feasibility studies, geologic investigations, and construction monitoring through complex hillside geology. o Foothill Transport Corridor,Transportation.Corridor Agency o Alignment feasibility studies from San Clemente to Rancho Santa Margarita through highly varied geologic structure and numerous large ancient landslides. o Metrolink, C.A.Rasmussen o Design/Build with contractor for geologically unstable railway slopes through developed Aegean Heights area of Mission Viejo. REPRESENTATIVE BRIDGE EXPERIENCE o Antonio Parkway San Juan Creek,County of Orange,Ca-lifomia o Subsurface investigation and geotechnical construction monitoring for ' driven-pile supported 800-foot span bridge crossing San Juan Creek in San Juan Capistrano. o Antonio Parkway Tijeras Creek, Santa Margarita Company, California o Subsurface abutment foundation study for bridge crossing Tijeras Creek in Rancho Santa Margarita. o Antonio Parkway Wildlife Crossing, County of Orange, California o Subsurface investigations and construction monitoring for CIDH-pile supported bridge crossing natural wildlife crossing in Rancho Santa Margarita. Page 3 ANDREW STONE, PG, CEG • Crown Valley Parkway Trabuco Creek,DMB Ladera LLC,California o Feasibility analysis and subsurface investigation of bridge connecting the City of Mission Viejo and Ladera Master Planned Community across Trabuco Creek. o Oso Parkway Pedestrian Crossing,Vintage Communities o Subsurface investigation and geotechnical design for pedestrian bridge within Las Flores Planned Community. REPRESENTATIVE WATER RESOURCE EXPERIENCE o Muddy Canyon Darn o Sighting and foundation investigation for the proposed Muddy Canyon Dam adjacent Crystal Cove State Park. Cooperative effort with D.S.O.D. geotechnical staff was instrumental in gaining project approval. o Santa Margarita Water District o Several sighting studies, geologic investigations and construction monitoring for SMWD tank sites, dams, lift stations and pipeline projects throughout the south Orange County area. o Moulton Niguel Water District o Sighting studies and foundation design for the MNWD headquarters facility at their aeration facilities in Laguna Hills. o Orange County Water District o Pipeline alignment studies and the improvement project to the Anaheim filtration ponds. o South Coast Water District o Sighting and alignment studies for SCWD facilities within and adjacent to the Laguna Beach area. REPRESENTATIVE COMMERCIAL/ INDUSTRIAL EXPERIENCE o University Research Park, Irvine Industrial Company o Geologic investigations and construction monitoring for high-rise research park adjacent to the University of California at Irvine. o Rancho Santa Margarita Business Park,Santa Margarita Company o Geologic investigations and construction monitoring for business and light industrial park located on the Plano Trabuco portion of the Rancho Santa Margarita Master Planned Community. rate 4 ANDREW STONE, PGy CEG i t ✓ City of Orange Mall Redevelopment,Mills Corporation o Subsurface investigation for complete reconstruction of the existing City of Orange Mall. Studies included and evaluation of existing foundations, underground delivery tunnel, and impact on existing 22-story high-rise office building adjacent to the project. REPRESENTATIVE TIEBACK ANCHOR &CAISSON PROJECT EXPERIENCE u SurfCam Building Slope Stabilization o Observed production drilling and installation of tieback anchors, verifying minimum target depths; recorded and plotted data generated during proof, performance and extended creep testing for each anchor tendon; prepared formal report summarizing drilling, installation and test results of the anchor stressing. o Malibu Beach House o On-going project for multi-million dollar waterfront home on the beach in Malibu, California. Geologic observation and verification of conditions encountered during drilling for over ninety caissons supporting both the home and driveway retaining walls. REPRESENTATIVE GOLF COURSE EXPERIENCE . o Tijeras Creek Golf Course o Eighteen-Hole high-end golf course in Rancho Santa Margarita. Major portion of the course is situated immediately adjacent to the active stream course creating numerous challenges pertaining to flooding and debris flows from adjacent natural hillsides. ✓ Talege Golf Community,San Clemente, California o Several phases of the planned community graded and constructed adjacent to natural hillside necessitating debris flow risk assessment and devising mitigating measures including debris and catchment basins and channels. U Big Canyon Country Club- Newport Beach o Continued consultation for slope stability problems for premier golf course and country club constructed in the 1960s. REPRESENTATIVE TIEBACK THIRD PARTY REVIEW EXPERIENCE o City of Laguna Niguel o Planning evaluation, legal consultation, hazards analysis, and report review. Paws ANDREW STONE, PG, CEG Talega—San Clemente o party review of geotechnical consultants relating to complex geological and geotechnical issues pertaining to the master planned community. • Page 6 STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL SERVICES July 24,2018 Appendix C Current Fee Schedule .. . . . .. • • - - -.--:7'7,771‘..7.'•,..",-.;-:17, „i".;',,:'...::•'•: ,i'''--..'`-i•-•.:-.'••:,''''-'-•-•;•i • - • ''. --:-.777-77.T.J.711;:?'',- -iC.;'.,:•::.,',...:'::.::',.::::4: ;',':,,,,, _______‘;:! '.:;',.,..;,-:.'.i:.'2v-L:-,-,4.--,"•--'''''',.,,.., •„ 1 LEE:St A 490 C_. ,E!'oLot4IY.: AV.ti,"-0 ir. . - - m, ..; EAGINgpt.p :E.,:: . L 6.1GINOE1 .4:4‘T '' 1. -,-''''•-•-•' ' • ,,..,40. 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Engineering ,. ,,. .,...,....... . . r eeeirtg Technician 7. .. - - ; :105:X).0-_ ... • • - r'-'-:'-.: :0;•';'-'4.?:.7 -'-iiit:..447:-':',V;.`. •-: En9Ln..„.•,,..48406if '.:,80A0• . ' . ' - • -... - -;.90'.00 .-1,vl - Teanyikr.,:.... ,_-fing.i.:2. - - -- "1— . --.. :i". 5,i0i"). N/r PEf,, ''fsC ",..:.t.'1<t-.. . Libbiti-.Ky•'re ... !714 ' ' ''''..-4A' ' ' lifustratirg. . - - -- I.- - '". :----. ...:, milt' art the_ ,. a, ii.0 :ir.k,-,..,,..-. 4,, ,-,1. ,Technical - -r - Ebatis',•as'v s • . A..' '.'4 I -:tieiie6r. .. . .. ,ii.odtb.--d-:00,0:-:.3'er-les . .. .• . . . . . ., _ •::-:fdr'ittv-V!ki.•:..t-,:.':''' ';',,,,...1.,L'' .,....ii, :' . 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' testifying i action'. . st .-... • .: ,-.. -a, •, . ,_. •• ,r.geologist -.„-.. ..., u ariv,--teg. ... arbitration conferences' • 'engineer -.' -- '-i-. results •:.. ,i ,:..the professional ippon.t-Ig• :•---- ...-" be billed c•:-,$Q.":•;,:4f;:,:r•ir,,./..:"7::5‘.7'..4-:';'$„.fte,A.11' Payment 'P'iistiajl',,419t, be contingent-- • . l',,,..4et:',.'1•;''-,*'•4tit*MA7-';ON.'.11. iirot.p,1",4!Y•i2.','P9•-• i''r.:.'::.'-••:'1.!kL.v'''.:"-1'?.''•.,:',:..:''.:' :4;.:,„'',i''.;'•':,I'',4,i,'-,'::'1...'.::-.,';:-.;'.'.;:'.4'iI:-:'T.•.?',,,:;.i::'::.;'-,v..:.,',.':,,X.:•,'':1,--;.'t;,.,,”.',:.;'•,!-‘,:').-7':F,''*f:-.,:'„€:,'I:'',•,;,:,-,.,:;5.',:',.,,:..:-,-;?1.:;'J,1,...,,:...,7,,•;,v:'‘:,.,'4,,.-'.*,-.,!,.-'„4-'.,:,,,...'.'?'r,,,'.?.::-"-..-..-';f--.2.7,:.,,,1A;,,:';Z-':<..:,:',;f'-.,-,•'.;=•.*4:1:i.;'1,Z'.,.':,:4;„;,.:i,,44.'.N1,,;','-)-,,-'..;,,.-,'.,;:...4,.,g.F:---'''.:‘r,,,-„,;44-.:2;f.:':.4z.1-,i;,1s1':4'4j,:,.fw,4,.,','yf..;40::.-:.-r,.W-,,.,1/.,.•,.„.',-,:„.,:.,,',,,,v'0,,T74‘0.,•.'41,,:z*,.-.;7I,aF.,3•?i[!.4,::;AP,.,$-!:'::•;.;:'':,-:4','-:;:4,a.•:?.;:.:.:;'Z:.i,•'...';,:.f4..:4•':-,r.,,",V..',,i-'.,f.":,.t,,::.'^`::i4,,:k,,.,;:.'.:.i;..S,y*,:..41'!:.;:,.,r!n,;f:.:,'e,*,7'.,:',,r:.0‘.:.;-"1'.,7,i6:'•:.:;i:.,:,'•;,.:77t4v-.i.7,Y.':.h',1.'1Ts4:;i-,,°!g.,.,7:,,:;::t,r,4,'t>t:5iq•:.,•,4,•'::44•,,,,.1•1,T,g':4,-i,41.°:F,m';,,t,t.0,,iv--,,f:„'14:4c-,3.4fl-'ik.",f:',,:.-.i'.:4,1.,,,4',.:''.;,e:V'•>s..;7$,.-,:-,-,-1;;..7_,'-,2.-,.''4:!,,•,s.'„',,,;p.•2t..,'.'xi?',;..,i:.,:(":.;:•,..,:'4;”-,.--4,.',.:!.,::,:,:-,,:,7-,•'.;4,1'',..•);,1-,,.-3.,.:.7::ii,1'...i.,L,,I;I.''-:'-:'-';';.•', arbitration.-(,.•'':..r,.,,-.',...-,-..-,.:.:•.--.-;.-',-...:-.•.-- .„-.-.-.,,:i.:r-•..--.:•-•.•• ,..- .,-.-:.. -•..§..;..., r---;''settlement, ; .00 . EXPENSES All direct expenses (.,•. '."o,p,!e7:-.--;..,,:,.--‘•.!?-••,l•..”',.:, i-.;.,p-.,-, ..-•..•-.:•i-:-0.-..'' g•:,.'..''g•t,•.I.'k,.•, .'., o, .;.',.-.-. ..:-._.-.-.-•.,.-. .,. --e-,,,.. n.•.,.-.:,-c•t.-, -'-r.-.'-O,.., •,n.•:-.:'.4.i.,„.:.)...:.. ,.....i:,--..-i-.•aerial„ ..-.-,-.-....:.:..-,:--,'.-,._'.:.•.,.--:„.--•-,-..1.•'.•,”,. .,.--,--.h.•,t-:,•-..,1- t•. t,,.-' .,,..'-•.--',..,-.•'.•....•.•travel fNjktPPCA0erritpinsurance consultants outside-Printing -tc) will be ,! .4„ ; . • :1 charged 6(66rcost iP'handling160i Our invoices include criinary-ancPP§i°naraccounting . 0d; administrative , vi44 ,Texpenses associated titt:t0(Re:g1d600it;9ns of payment. yp,944toman1Y,...;- .,•. , ,.,...- '•-, provide,olqbfIgIO!„17966;wii64 itemized : tatMeni of services Inthe 4 ,event it becomes necessaryto provide: P,ditidli! i09 . !. cf,pt,'rwibeSi 1• ' ; tot0LIe6'mateonts..tatillingiYet6,, am:0rirestrafi etnit9p,W..1:9644! 00,19r . f. . ' „ j '' MbsetOrVIYPsDM140110, ur,f66.$Qhedule. 09P1 , 1....- . . FEE SCHEDULE FOR PROFESSIONAL SERVICES EFFECTIVE: SEPTEMBER 1, 2017 • • EXPENSES(continued) Mileage will be charged at $0.69 per mile for transportation (a) to and from project sites, (b) to meetings and (c)during vehicle use on project sites. Travel time Is charged portal-to-portal from our Laguna Hills office. Water manometers and Osterberg samplers will be charged at the'rate of$50.00 per day. Nuclear density testing gauges will be charged at the rate of$80.00 per day. Tiltmeter and inclinometer readout Instrumentation will be charged at the rate of$130.00 per day. The use of a pneumatic pressure indicator for reading pore pressure transducers is billed at$55.00 per day. OTHER CHARGES The minimum fee for professional services is $500.00. The fee for field services will be a two hour minimum. All projects require a minimum 50% retainer based on the total cost estimate prior to work commencing, unless otherwise specified or arranged in advance of the commencement of work. The balance is due and payable on completion of the work,unless other arrangements are made. Project soil samples stored for mare than 30 days by David H. Lee&Associates, Inc.,will be billed on a per project basis. OTHER CONDITIONS Proposals are valid for 90 days from the date thereon, and a retainer Is required, unless otherwise arranged. David H. Lee&Associates, Inc,, reserves the right not to proceed with consulting services until such time as a signed proposal or contract and retainer are received and/or any past due balance of the fee is paid. Invoices are due and payable upon presentation, and will be deemed accepted unless written objections are received within 30 days of the Invoice date, A late charge of 1.5% (annual percentage rate of 18%)will be added to accounts not paid within 30 days. Reports and other work prepared by David H. Lee & Associates, Inc., remain our property until all fees for such reports and other work have been paid. The client agrees that all reports and other work furnished to the client, or his or her agents, not paid for In a timely or otherwise agreed manner will be returned upon demand, and wilt not be used for licensing; permits, design and/or construction. We reserve the right to suspend or terminate all work if agreed payments of monthly invoices are not made: It is also the policy of David H. Lee&Associates, Inc., to•pay up-front vendor costs within 30- days of the services performed and to bill those costs against the retainer monies received. Page 2 ' STATEMENT OF QUALIFICATIONS DHLA GEOTECHNICAL SERVICES July 24,2018 • Appendix D Certificate of Insurance. 14COR�e . CERTIFICATE OF LIABILITY INSURANCE CA E(M o1 8 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 poilcy{les)must have ADDITIONAL INSURED provisions or bo 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 CONTACT r NENE:...__. - Dealey Renton and Associates PHONE 7FAX Lic.#0020739 .INC.no.Eati:..,.14 427.6810 .W48 C,Noi:714427.68 ,•, , P.O.Box 10550 AD nese:.rlee©dealeyrenton,com Santa Ana CA 92711-0550 • .I1 SURERi81AFFORDINDCOVERAGE_ .tWCO.,•. • INSURER A:Travelers Property Casuatty Co of Amer! . •. 25674___ _ INSURED DAVIDIILEE INSURER a:Travelers indemnity Co.of Connecticut 25682 David H. Lee&Associates, inc. _... .........__ 23011 Moulton Pkwy Suite 012 INSURER c:Admlrai Insurance Company 24856 • Laguna Hills CA 928853 INSURERD: . . .- - • • INSURER E: • , ENSURER F: COVERAGES CERTIFICATE NUMBER:1650907382 REVISION NUMBER: 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 'ADILt.SUER • - POLICY EFF - POLICY EXP ' LEN TYPE OF INSURANCE ,,N¢p wvn POLICY NUMBER JWLMIDINYYYYJ IIUSVDDIYYY`Q UMITS A X COMMERCIAL GENERAL LIABILITY 8800H280781 IO12N70t7 '012811018 EACH OCCURRENCE 31,0CA,000 �11 •3AMAGETO'RENTED . CLA:MS-MADE r "' !CCCL,R -?REMISES,LEeme.+mur°. ,S1.�. .____ . • • ,WED Ex!'(Arty ono Peean: •$10.000_ _ I PERSONAL 8 ADV INJURY S 1.000 000 .. :GENL AGGREGATE LIMIT APPLIES PER: ,. .GENAL ERAGGREGATE. ,32.000,000 , ... •, • pOUCY C!jE n LDC PRODUCTS-COMPIOPAGG i 32,000,000.,. . •.• . OTHER s 0 AUTOMOOILELUAsIure 0A5528L347 10/2012017 .0»81201H .COMBINED SINGLE LIMIT x1.000.000 .IEd accident' ANY AUTO BODILY INJURY(Par porton) •3 OWNED ' SCHEDULED EOUILY INJURY(Po•amOenD•I AUTOS ONLY . •AUTOS H RED AON-O NED :PROPERTY DAMAGE 5 X ,AUTOS ONLY X..AU-OS ONLY „(Par BCddontJ.- 5 A X UMBRELLA UAB X OCCUR CUP7411Y89A 10125/2017 10/211/2016 'EACH OCCURRENCE ,32.000.000 I EXCESSLIAS CLAIMS-MADE I I AGGREGATE ,$2,000,000 • t .. I DED • 'RETENTIONS s • WORLletrgCoMPENSATON 18TATU7E.I ;•OM* AND EMP LOVERS'LIABILITY YIN ANYPROPRtETCRrPARTNER/E7IECUTIVE C NrA •E.L.EACHRCCIDENT ,s _- OIFICEiLMEMBEREXCLUCEDE t� E L.CISEASE•EA EMP.OYEE $ (Mandateryhi NN1 ... ^yyes,dPTISAcede' EL DISEAASE•POLICY LIMIT 3 .ESCRIPTICN OF OPERAT OHS baton C Proleeaiortal £000002729504 1.1112017 111112010 .51.000.000 par dam LIablGty I$1,000,000 anal agar. .Mans Made DESCRIPTION OP OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,AddlUoml Romans Sehodulo,may Do attached It more epaee to required) Evidence of coverages In force. C, • CERTIFICATE HOLDER CANCELLATION 3D Days notice of cancellation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. FOR PROPOSAL USE ONLY AU ORr7EDREPRESENT4TIVE ` - @1988.2615ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD EXHIBIT B Schedule of Charges/Payments Consultant will invoice City on a monthly cycle. Consultant will include with each invoice a detained progress report that indicates the amount of budget spent on each task. Consultant will inform City regarding any out-of-scope work being performed by Consultant. This is a time-and- materials contract. 14 61147.02100\10974777.2 Updated April 2018