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HomeMy WebLinkAboutMICHAEL BAKER INTERNATIONAL, INC-A-2020-075-02INSURAivU IjQ I ON FILE WORK MAY NQT PROCEED CLERK OF COUNCIL DATE. DATE: -'? L06t, � d' AGREEMENT TO PROVIDE ON -CALL WATER RESOURCES L/Mandd �Unu>ldt2 SERVICES A-2020-075-02 THIS AGREEMENT is made and entered into this 21 st day of April, 2020 by and between Michael ® Baker International, Inc. ("Contractor"), and the City of Santa Ana, a charter city and municipal o corporation organized and existing under the Constitution and Taws of the State of California ("City"). co RECITALS 4 A. On October 29, 2019, the City issued Request for Proposal No. 19-100, by which it sought qualified contractors to provide on -call water resources engineering services for the City's Public Works Agency. B. Contractor submitted a responsive proposal that was among those selected by the City. Contractor represents that it is able and willing to provide the services described in the scope of work that was included in RFP No: 19400.- C. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an as -needed basis, and at the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 19-I00 and that is attached as Exhibit A, and as further delineated in Contractor's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Contractor under this Agreement. Contractor shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit C. Contractor is one of two contractors selected to provide services on an as -needed basis under RFP No. 19-100. The total compensation for services provided by all contractors selected under RFP No. 19-100 shallnot exceed the shared.aggregate amount of $2.000,000 during the term of this agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Page I of 8 Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on April 21, 2023, unless terminated earlier in accordance with Section 17, below. The teen of this Agreement may be extended for one (1) additional term of two (2) years upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and t770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all Page 2 of 8 Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Contractor shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Contractor shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Contractor's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. C. Worker's Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Contractor agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. if Contractor is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. e. The following requirements apply to the insurance to be provided by Contractor pursuant to this section: (i) Contractor shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. Page 3 of 8 (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by contractor, without thirty (30) days prior written notice to the City. (iv) Contractor shall supply City with a fully executed additional insured endorsement. f. If Contractor fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Contractor's right to be paid for its time and materials expended prior to notification of termination. Contractor waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor or its subcontractors, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages,just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. Page 4 of 8 10. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 11. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information' shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor disclosed in a publicly available source; (c) is in rightful possession of the Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Contractor without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council Page 5 of 8 City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714-647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: Michael Baker International, Inc. Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Fax 949-472-8373 Attn: John Nagle, Vice President, Contract Manager A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without Page 6 of 8 the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other contractors retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Contractor shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Contractor affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. Page 7 of 8 20. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: • Council �( F APPROVED AS TO FORM SONIA R. CARVALHO City Attornev Jose Montoya Deputy City Attorney RECOMMENDED FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency CITY OF SANTA ANA Kr�sti— na Ridge City Manager CONTRACTOR John Moynier, CFM, CEP Vice President Page 8 of 8 EXHIBIT A Appendix ATTACHMENT SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR ON -CALL WATER RESOURCES ENGINEERING SERVICES RFP NO.: 19-100 Introduction / Backaround The City of Santa Ana intends to retain Civil Engineering Consultants on an as -needed or "on - call" basis. A Professional Services Agreement will be entered into with several of the qualified Civil Engineering consultant(s) to provide professional services for a variety of projects on an on - call basis. On an on -call, as -needed basis, the selected firm(s) will be asked to provide professional engineering services proposals on specific, project -by -project basis, based on an agreed -upon specific scope of services and fees. In general, work consists of general water resources engineering design projects. Funding sources for each project may vary for each project/task order assignment, the selected firms shall comply with the ftmding agency's requirements. The projects may include water and sewer pipeline design, facility capital and rehabilitation improvements, storm drain improvements; and other related projects as required. On occasion, environmental and planning support services may also be requested. Firms selected for projects may need to include geotechnical, electrical, mechanical, structural, and other specific project related services. The consultant shall be able to assist the City through this 'contract to provide. the necessary services. The consultant shall utilize in-house staff and/or sub -consultants to complete the assignments to meet the City standards. For specialized work for which the prime consultant shall require a sub -consultant, the prime consultant shall serve as an administrative liaison between the City and the sub -consultant and include these administrative costs in their proposed project management fees. Prime consultant mark-ups for sub -consultant work will not be allowed. All proposals, plans, drawings, specifications, estimates, grant applications, and/or studies will be subject to the final approval and satisfaction of the City of Santa Ana. Scone of Services The work consists of general engineering design and cost estimating for civil works projects related to water, sewer, stormwater, recycled water systems and other projects as required. The work in general, consists of work in the following areas and not limited to: • Civil- Engineering Design • Structural • Geotechnical • Land Surveying City of Santa Ana RFP 19-100 Page Al-1 • Architectural • Landscape Architectural and Irrigation • Environmental • Electrical • Mechanical • Instrumentation and Control Systems • Financial and Economic Consulting Engineering In addition Consultants may be asked to perform the following tasks: • Hydraulic modeling of the water distribution, storm water, and sewer collection systems • Evaluations, water assessment studies and recommendations related to water wells, reservoirs, water treatment systems, disinfection systems, pressure control systems, and sewage lift stations, • Flow Monitoring studies • Electrical and industrial control systems evaluations, studies, drawings, documentation and recommendations • Mapping Services • Enviromnental/Planning Support • Construction Management Support • Special Engineering Studies/Reports/Compliance and Investigations • Regulatory Compliance with Federal and State and Local Agencies • Financial/cash flow analysis- public works programs • Sustainable Infrastructure Services If there are any exceptions to the core of requested services, proposers shall list said exceptions in their proposal (matrix form). For specialized work for which the prime consultant shall require a sub -consultant, the prune consultant shall serve as an administrative liaison between the City and the sub -consultant. The selected consultants must have the expertise, experience, and demonstrated resources available to perform the work described in this RFP. General Requirements and Proieet Deliverables The Consultant's services for plans specifications and estimating (PS&E) for engineering project preparation and special studies/investigations shall include and in be in conformance with the latest editions of the following: Title 24 of the California Code of Regulations (California Building Standards Code), American Water Works Association, California Department of Transportation, the Americans with Disabilities Act, the City of Santa Ana Municipal Code (SAMC), professional Standards established by the City, and or federal, state and local guidelines established in the project. As part of the preparation of the PS&E, the consultant shall prepare the special provisions pertaining to the items of work included in the plans that are not addressed on the latest editions of the applicable standards. The Consultant shall have complete responsibility for the accuracy and completeness of all City of Santa Ana RFP 19-100 Page At-2 documents and plans prepared. The plans will be reviewed by the City of Santa Ana for conformity with the requirements of the Agreement. Reviews by the City of Santa Ana do NOT include detailed review or checking of design or the accuracy with which such designs are depicted in the documents and the plans. The documents and plans furnished under the Agreement shall be of a quality acceptable to the City of Santa Ana. The criteria for acceptance shall be a product of neat appearance, well organized, technically and grammatically correct, checked, and dated and having the maker and checker identified. The Consultant shall have project management control procedures in effect during the entire time work is being performed under the Agreement. This task shall include the following: • Project Management Plan- the consultant shall provide a detail management plan including information and coordination with other agencies to ensure compliance and completion of the (PS&E) packages. This plan shall include all milestones and task breakdown for each of the tasks and subtasks included therein. The project management shall be submitted to the Project Manager for review and within 15 calendar days of the issued Notice to Proceed • Deliverables • Quality Control/Quality Assurance (QA/QC) Plan • Project Schedule/Invoicing • Project Correspondence In case of conflict, ambiguities, discrepancies, errors, or omissions, the consultant shall submit the matter to the City for clarification. The Consultant shall perform engineering design services resulting in contract documents (plans, specifications and cost estimates "PS&E") for various projects on an as -needed basis. However, work tasks may include studies or a variety of engineering tasks. If requested by the City, the Consultant shall provide a Work Plan which includes a detailed schedule of the assigned project prior to the issuance of Notice to Proceed and/or Task Order. Specific Task Orders with Notices to Proceed ("NTPs") will be provided for project(s) at the discretion of the City. Work required per Task Order shall comply with the Scope of Services and additional provisions in each Task Order and this agreement. The following services/itents shall include, but are not be limited to: 1. Research existing records of utility companies and agencies and coordinate the proposed improvements with existing field conditions, 2. Conduct an environmental assessment for each project and prepare all documentation required to comply with California Environmental Quality Act (CEQA), and or National Environmental Protection Act (NEPA). (If required) 3. Provide all field survey and topographic work necessary to complete the design effort. Design level survey and base mapping of the project site shall be prepared in US Customary English units by a California licensed Land Surveyor in accordance with the City guidelines and in Microstation V8i Computer Aided Design and Drafting (CADD) format. The horizontal datum shall be NAD 83 and the vertical datum shall be NAVD 88. All survey field notes shall be on forms provided by the City, shall be neatly completed in pencil, and shall become property of the City upon completion of the project. Informal field investigations including marking of removal areas may be required for some of the sidewalk, curb and gutter, and pavement replacement projects. __. City of Santa Ana RFP 19-100 Page Al-3 4, Complete the design of projects including plans, specifications, and engineer's construction cost estimate, The Consultant shall contact manufacturers and/or contractors to verify the engineer's estimate prior to submitting to the City, Specifications shall be prepared in Microsoft Word and an electronic copy of the final version shall be frunished to the City. The City will provide the specification boiler plate to the Consultant. 5. If requested, all preliminary and bid sets of plans shall be plotted on bond or velum paper using Microstation V8i CADD software program. All drawings shall be completed per the City of Santa Ana CADD Standards and any special provisions thereof. For interim submittals, the City may opt to receive only PDF versions of the plans for reviewing purposes. If so, the Consultant team will provided plans and/or specifications accordingly. 6. All original plan sheets, the title sheet of the specifications, calculations, and reports shall be signed and stamped by the Consultant's licensed professional engineer responsible/in-charge of the project. 7. If a part of the on -call project scope, the Consultant shall provide support services during the bidding and construction phases of the project, including, but not limited to: a. Respond to bidder inquiries during the bidding process, including preparation of any addenda. Following award of the construction contract, the Consultant shall attend the pre - construction meeting. b. Review and approve all submittals and shop plan drawings required supporting the construction contract. The Consultant shall complete shop drawings reviews within two (2) weeks of receipt. Contract Change Order reviews shall be completed within two (2) working days of receipt. c. Respond to written Requests for Information (RFI) to provide clarification or resolve discrepancies in the contract documents. Responses shall be completed within three (3) working days. d. Provide periodic field reviews and bring to the attention of die City of Santa Ana any defects or deficiencies in the work by the construction contractor which the Consultant may observe. The Consultant shall have no authority to issue instruction on behalf of the City of Santa Ana, or to deputize another to do so. 8. If included in the on -call project scope, upon completion of construction, the Consultant shall prepare as -built plans and submit them to the City. The Consultant shall incorporate all changes to the plans electronically with all necessary revision notations. Once plans have been updated, a signed set of as -built plans shall be submitted to the City with an electronic copy (in Microstation V8i CADD and pdf formats) of the final as -built drawings via CD or e-mail. 9. The Consultant shall monitor the project progress, maintain project files, and control the quality of the work performed by in-house staff and/or sub -consultants. Incomplete (not meeting targeted completion) or poor quality work will not be accepted. The Consultant shall revise the documents within a revised schedule set by the City, which may require overtime. No additional compensation necessary for the consultant to complete this work to the satisfaction of the City shall be approved by the City for the required revisions. It is the responsibility of the Consultant to produce a professional -level quality of work product. 10. If included in the on -call project scope, attend meetings with the City staff as required. 11, If included in the on -call project scope, the Consultant shall coordinate plan check, design topics, permits and any other issues with the City, other Agencies, and all utility companies as required. At the direction of the City, the Consultant shall be the liaison with affected agencies. nta Ana RFP Page Al-4 12. If included in the on -call project scope, the Consultant shall be responsible for reviewing and approving addenda and clarifications to plans and specifications. All information regarding the plans and specifications and or documentation related to the project and approved by the City, will then become property of the City. A more detailed scope of work will be provided when/if a specific project or Task Order proposal is requested of a consultant. All tasks orders shall include the staff title, hours, hourly rate and totals as related to the project. Project Schedule and Progress: Progress review meetings shall be held at intervals deemed appropriate by the City. The Consultant shall furnish two copies of all completed work or partially completed update/status since the last progress review meeting. Progress reports shall be submitted monthly in electronic format indicating achievements and project schedule progress. City Responsibilities: The City will provide information in its possession relevant to the preparation of the required information in the RFP. The City will provide only the staff assistance and the documentation specifically in referred to herein. • Furnish scope of work and provide general direction as needed for the assigned project • All plan check coordination within the City • Advertise, award, and administer of construction contract • Electronic files (sample plans & specifications, City of Santa Ana's CADD Standards) • Electronic files for title sheets and sheet borders • Facilitate meeting space and coordination and City facilities Fee Proposal: In addition to Section rV.B.3 (Submittal Requirements: Fee Proposal) fee schedule shall be structured as follows: The fee proposal shall include the finn's standard hourly fee schedule and/or project fee schedule where applicable and as outlined in this this documents A list of all positions and consultant. Other Terms and Conditions: 1. The project will be implemented in compliance with the City of Santa Ana's policies, as well as Prevailing Wages and State/Federal Requirements. 2. The City regards die inclusion of California based designs, engineering, and construction professionals, facilities, and services as part of the Team to be highly desirable, but not mandatory. •� •ram City of Santa Ana RFP 19-100 Page Al-5 3. The City reserves the right to amend this Request for Proposal by addendum prior to the final dates of submission. 4. All reports, proposals, or other data or materials which are submitted shall become the sole property of the City of Santa Ana with the exception of the confidential Financial Capacity information and fee proposals- S. All products used or developed in the execution of any contract resulting from this request will remain in the public domain at the completion of this project. 6. The City has an affirmative action program. The purpose of the affirmative action program is to encourage certified minority business enterprises and women business enterprises. All submitting firms must have established affirmative action programs approvable by the City. During the RFP stage, all firms will treed to complete a "Certification of Non -Discrimination by Contractors" for each firm on their team. City of Santa Ana RFP 19-100 Page Al-6 EXHIBIT B 7S j REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services (RFP NO. 19-100) November 26,2019 t d ..r We Make a Difference INTERNATIONAL November 26, 2019 Mr. Rudy Rosas, Project Manager CITY OF SANTA ANA Santa Ana Public Works Agency Submitted via Planetbids RE: On -Call Water Resources Engineering Services (RFP NO. 19:100) Dear Mr. Rosas: The City of Santa Ana (City) Public Works Agency is seeking consultants that have the right combination of relevant experience and expertise who can aid and supplement its internal staff capabilities in water resources engineering and tasks on an as -needed basis. Michael Baker International, Inc. (Michael Baker) has assembled an exceptionally qualified team ready to deliver quality services to help the City make progress on its Capital Improvement Program and have included key personnel who have been planning and designing water facilities in Orange County for more than two decades. The partnership with Michael Baker will provide the City with these benefits: Availability to Perform All Types and Sizes of Projects I Our team has provided on -call engineering services for several water agencies across the State of California with projects ranging from small, routine tasks to large, complex multi -million -dollar endeavors. Michael Bakers team will be available and committed to all projects and will eagerly complete any tasks requested regardless of size. Multi -Disciplinary Staff and Local Resources I Michael Baker's team consists of seasoned professionals with lifetime careers in the water and wastewater industry. We have an extensive roster of multi -disciplinary staff seated in our local Santa Ana office who work together regularly. For certain services, we engage local, specialty subconsultants who we have extensive experience working with on similar projects. This ensures that the City will have access to a strong and cohesive team with the right experience to address all issues for your various projects. Big Firm Resources, Small Firm Responsiveness I At Michael Baker, we are committed to outstanding client service and quality project delivery. Therefore, we only pursue projects that we know we can provide an accessible and qualified team. This ensures that each entity we serve has access to all the resources of a large, national firm, while enjoying the one-on-one responsiveness of a small, local firm. Prior Experience with the City I By leveraging our prior experience with the City, Michael Baker is in the unique position to expand our working relationship with the City and is eager to commit our resources to the success of your upcoming projects. Members of the Michael Baker team are currently providing preliminary studies and final design services on the City's Civic Center Lift Station Upgrades and the Riverview pipeline replacement projects. A sampling of previous projects includes Santa Ana Stormwater Master Plan, Street Car Stormwater Retrofit Opportunity Study, and the Warner Avenue Storm Drain Analysis. 5 Hutton Centre Drive, Suite 500 I Santa Ana I CA 192707 Office: 494.472.35051 Fax: 949.472,8373 We Make a Difference Authorized to Bind I John Moynier, CFM, CEP, serving as our Project Principal, is an authorized representative who can make legally binding commitments for Michael Baker. Michael Baker has a current business license with the City of Santa Ana, expiring in June 2020. We understand that it is our responsibility to monitor the City's website for any amendments or modifications to the RFP. No addendums were released. We greatly appreciate the opportunity to submit the enclosed proposal. Should you have any questions or require additional information regarding our qualifications, please contact John Nagle at (949) 330-4275 or by email at JNaole(d_)mbakerintl.com. Michael Baker International, Inc. Joh o ier, CF , CEP Vice President I Project Principal Contract Agreement Statement: John Nagle, PE Vice President I Contract Manager Michael Baker has reviewed all the provisions contained in the Standard Agreement located in Attachment 2 of the RFP and we are in concurrence. Proposal I Page 2 REQUEST FOR PROPOSAL A w � On -Call Water Resources Engineering Services _..F (RFP NO.19100) Firm and Team Experience Michael Baker is the right partner for the City of Santa Ana For over 75 years, Michael Baker International, Inc. (Michael Baker) has been delivering innovative solutions for every component of the water cycle utilizing I N T E R N A T 1 0 N A L our in-house multi -discipline approach. Supported by more than 3,000 employees in nearly 100 offices in the U.S., we work diligently to solve the water and wastewater challenges of our federal, state, regional, municipal, and private sector clients. From master planning and concept development, through design, permit acquisition, and construction management, we deliver practical and cost-effective solutions for me planning, financing, design, and construction management of water and wastewater conveyance, treatment, storage, and pumping facilities. In- house services include civil, structural, mechanical, electrical, hydraulic modeling, transportation/traffic engineering, survey and mapping; GIS; land and environmental planning, landscape architecture; construction management and inspection; and other related professional services. In addition to our Santa Ana office, the City will expanded resources of close to 600 team members Baker is currently ranked 101h nationwide and 51h in Record (ENR). Local Roots, History, and Experience have access to our in 12 offices across the state of California. Michael California for Water Supply by Engineering News Michael Baker has served the communities of Orange County for over 35 years, and to provide the highest quality of service to our local clients, Michael Baker maintains one of our largest branch offices of over 250 employees in Santa Ana. Our firm continues to make significant contributions to the local community's progress in balancing growth and achieving sustainability for the future. Our priority is to be involved at the community level to fully understand local interests and develop creative, effective means to solve our clients' infrastructure improvement needs. Our experienced personnel have a solid understanding of local issues, regulatory and entitlement processes, and public policy affecting local projects. Having teamed with the City on prior and current projects, Michael Baker is intimately familiar with the City's staff, procedures, and regulations. A sample of those projects include: Riverview Neighborhood Pipeline Replacement, Civic Center Pump Stations Upgrades, Storm Drain Master Plan, Mater Dei High School Parking Structure Environmental Impact Report (EIR), Bristol Street/Memory EIR Addendum, and the Alton Avenue Roadway/Bridge Repair. Services & Capabilities Michael Baker has held hundreds of engineering contracts with state and local agencies and municipalities, including work for cities within Orange County. Successful delivery of on -call services has been a particular strength of the firm through years of experience managing water and wastewater engineering services. We take pride in our work and ability to deliver turnkey projects through our firm's multi -discipline capabilities. All sizes and categories of projects are accommodated along with the ability to meet aggressive Proposal ( Page 3 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL r On -Call Water Resources Engineering Services (RFP NO.19-100) __� tl. >f schedules through our deep bench of resources. A listing of our on -call contracts is included on the previous page. Michael Baker continuously supports our local water agencies by providing pipeline alternative alignment and facility siting studies, as well as Water / Recycled Water / Sewer System planning and feasibility studies, hydraulic modeling services and system wide condition assessments. We are currently under a specific contract with Mesa Water District for maintaining and utilizing their hydraulic model for various studies. We also routinely provide design for new and rehabilitation or replacement of existing water facilities, infrastructure, and distribution pipelines. Michael Baker has delivered services for pipeline projects that include steel pipe, ductile iron pipe, high - density polyethylene (HDPE) pipe, and polyvinyl chloride (PVC) pipe, ranging in size from 8- to 114-inches in diameter. Our engineers are skilled in the traditional aspects of pipeline design such as alternative alignment analysis, materials selection, hydraulic and transient analysis, hydraulic modeling, and cost estimates, as well as state-of-the-art design and construction methods. Trenchless technology is a specialty of our pipeline services group and our engineers are experienced in trenchless design and the latest construction techniques available in the industry. The Michael Baker team also includes engineers that are familiar with pumping stations and storage reservoirs of all types in addition to pipeline design and replacement. Summary of Michael Baker Services Below is a table summarizing the in-house professional services that Michael Baker offers in the Water Resources practice along with additional related specialized areas of design: • Water / Wastewater Planning & Feasibility Studies • Preliminary & Final Design • Hydraulic Modeling • Pipeline Design • Condition Assessment • Municipal Wells • Pumping / Lift Stations • Reservoirs • Pressure Regulating Stations • Transient Analysis • Computer Modeling • Wellhead Treatment • Membrane Treatment Technologies Michael Baker Team • Flow Control Turnouts & Metering Facilities Gravity Sewers • Sewage Lift Stations • Topo Survey / Mapping • Legal Descriptions/Exhibits • Civil Engineering • Structural Engineering • Architecture • Mechanical / Heating Ventilation & Air Conditioning (HVAC) • GIS/Atlas Mapping • Environmental Documentation - California Environmental Quality Act (CEQA)/National Environmental Policy Act (NEPA) • Landscape • Electrical, Instrumentation & Controls • Supervisory Control & Data Acquisition (SCADA) Improvements • Regulatory / Permitting • Constructability Reviews • Construction Support • Plan Check Services • Construction Management and Inspection • Startup / Commissioning • Record Drawing Preparation • Reclamation Systems • Wastewater Treatment & Disposal Key Staff Qualifications Our Water Resources Department consists of highly experienced professionals dedicated to serving the needs of our clients. In addition, Michael Baker has in-house expertise in electrical engineering, structural engineering, environmental analysis, survey, permitting, and construction management to assist in project delivery. Our Key Staff biographies that illustrate experience and qualifications are included in the following pages. Resumes of our key staff and a table of qualifications from our support team are included in the Appendix. Resumes include associates in charge for specific tasks when the project manager/principal is not available. Our Team's Organization Chart and Availability is depicted on the following pages. Proposal I Page 4 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On-Call Water Resources Engineering Services span i9- l Organization Chart City of Santa Ana Teak (xatl Task Lest Task Lead Task Lead Task Land • Tay Edwards, Pc • Sara Kamengar, PE Mus c K, • SaM Kannenger, PE PMP. • Son Paramount. PE. es_ • Set Shag l:, PE (Mil EIVy sP '., CCM. Y^U:P. ENV9P CM. GEIXP.E E= Design Support Deaign Support Alex Maher, P=_ Design Support Design Support Design Support Troy Edaprds, PE Joel Bowden, PE Kevin Seleh, r= Tay Ed PE Kevin Stash, PE Fabio Sandxa0uran, PE Cedes Mend., PE Thal Edwards, PE Kevin Seleh, P= aleh, Joel BOWdee, PE SE SEce haWess Hong, PE Camas Mound. P_ "' Alex Maher, PE Alex Maher PE Mizs Concision, PE — KaNleen Hug, PE : KaMlesua llm, PE LLED A= SumeyAiight-0f-Way CAD CEGA Meaning Jce And Er Jahn Murmur CFi1. CE' Steve Sbmm, PE es Dannaltru lllo Aron Ashimme Bill Cox, PIS ions Reden Eddie Toners, NCE Danny Moral Knoten Bogus Cmnstructabili y Review Kislev Slash Pc cess Geographic mrcuumbon Hytlrpgevlogy Doug Coale Systems Thomas Harder, PG(5) April KeiYe GIEP Jim Van de Wafer, P4 CHG15) AnAlroClurd Diane Ray, LISP Wayne Frmrk PA. pen L� Al Regulatory Permitting Geotuchnicel Richard Lack, clue Puts, Ben Hushmand. Par. 'Co -'� Emeelo95¢Me.PM_PE.GE01 Chin JOhnaOR?WS Adam Charles, PE GE 131 Russell Scherer, PE, Ge 13) SWIPPPAVabor Duality Dave Mearcer, PE I PFnAP. Mason, MAC WP G TOR m Jepa Fpy, PE Food, Auction,Auction,Slew.ical PE. CPE_:.v. Cartoon D P'P JD ChinieeR, cc. ,aL�iL pT� II��r,� � .r 4 Subconsultants (t) nominal Pipeline Corporator (2) Hushmand Associates, Inc. (3) AESCO (4) TmITn Corbol Engineering, Inc. (5) Thomas Harder and Company (6) Ugfity, Systems Science & Software (US') - Key Personnel Task Lead • Kevin Soul PE Design Support Sala Kmnmrgm, PE, PMR. CCM. 050N. F1NeP Joel Emadan, T_ Than, Edxards, FE Alen Neutral a Task Lend ' Mail Pa kra, PE Design Support Yee Ping See. PE IEID A= Dean tevemen, PE fence Mackie, PE RCDG. LC, Lc AP MadhavaGray. PERD,MA Nv M CM Modelmg Transient Analyst Scaft Jmkia lre Joe Scherer, PE Dann Jmfee, Ph.. PE. F Financial I Funding PaWalingfu llty LocOlion Dino Sernal PE Jim MmldrD Ski Chmmplon, PNS TraMe Conrad Flow Moreton, Coastal Run, PFint h4 k Some, MSEE(nl Tlnmas Wilikms, PE hom BGME lei Derha a SZevJawek. PE, nGO. IEEDTP,U Proposal'Page3 On-Call`Nater Resources R FP Ho 19-IDG l .- REQUEST FOR PROPOSAL "- On -Call Water Resources Engineering Services twRxq sstwl Otr 30 pn 3C al 30 QI, ?U oV 35 atr 35 Gh 35 air =5 Dlr 40 i]Ir 40' QI, 40 otr - 40 CaneadCPOleal J0 a Alagle. =E Manager ProleOf Pnncipal. CEQA John Moymer, Cris 30 30 3ff 30 30 30 30 30 30 30 30 30 Hydragealogy c=_n QAIQC. John Hams PE ^S: 30 30 30 30 30 30 30 30 30 30 30 30 Technical Review Dan Smith, PE 30 30 30 30 30 30 I0 30 30 30 30 30 CmGtmctabillly Review Jerome Raddlns ¢a 30 30 30 30 30 30 30 30 30 30 30 30 Hydraulic Modeling Task Toy Edwards. =F 40 40 40 40 50 50 50 50 50 50 50 50 Lead Task Lead System Sara Ksmangar +__ 40 40 40 40 50 50 50 50 50 50 50 So RenabJnaidn ]Amnion = -✓..__ - E,._ Assaesment 'Nets, Main, Pump SlallOn PRV Task Lead Storage Sal Sheikh. PE 40 40 40 40 50 50 50 50 50 50 50 50 Slmctural Task Lead Electrical Merck Pr"vOrs >< 40 40 d0 40 50 50 50 50 SU 50 50 50 3C Task Lead'Nells Kevin Brand,'.=_ 40 40 40 40 50 50 So 50 50 50 50 50 Design 3uptei Alex Mire, =__ ld 40 40 40 50 50 50 SO 50 5o 50 50 Design Slppnd Joel Bowdan. cE 40 40 40 40 50 50 50 50 50 50 50 50 Desgn Smack Carlos Menticza =E 40 40 40 40 50 50 50 50 50 50 50 50 Design Support Kathleen Hong. PE 40 40 40 40 50 50 50 50 50 50 50 s0 Oesgn Support Fabm Sancdea'Duran, 40 40 40 40 50 50 50 50 50 50 50 5o Design Support Mlles CDstanza, PE 40 40 40 40 50 50 50 50 50 50 50 50 Design Suppwn Yea Pmg See 'E 30 313 30 30 35 35 31- 35 40 40 40 40 Design Suppotl Dean Levarsan. PE 30 30 30 30 35 35 35 35 40 40 40 40 Design Support Lance Mackie == 30 30 30 30 35 35 35 35 40 40 40 40 RCCC -_ _E_AP Design Suppotl Marthrw Gray, PE; Co. 30 30 30 30 35 35 35 35 H 40 40 40 av u SurveyaRght-of Nay Steve 9ocum +_ =s 30 30 30 30 35 35 35 35 40 40 40 40 Mapping SurveylRlghUdUVw, BIII Cox_Pls 30 30 30 30 35 35 35 35 40 40 40 40 Mapping CAD Jae Add. =n 70 70 70 70 Bo 00 BC 30 80 SC Be 00 CAD Ormal Test 70 TO 70 20 80 80 30 Bo Bo 90 80 30 CAQ R¢M1 Holds, ]0 -0 ]0 iC BO 3C 30 90 YO B0 60 BO CAD Danny Manasse To ID y9 i0 80 00 00 90 80 00 6p 80 CEQH Alan Ashlmine 30 30 30 30 35 35 35 35 i0 40 5C 50 ' 20 0 21 r :Role I Classification Staff Member t. 3,. 9• 22 air av Clv Go- nv nv an soonQv CEQH Eddie Torres rtUE 30 30 30 30 35 35 35 35 40 io 50 CEQH Knslen 6ogue 30 30 30 30 35 35 35 35 40 40 Sa Ridakelory Permit RichaN Back. -El Is cceadk 30 30 30 30 35 35 35 35 40 40 50 Regl1lalOry Psurnfing Chas Johnson. _. 30 30 30 30 35 35 35 35 40 40 50 1�0 CFD Modeling Send Jenkins. FKas 40 40 40 40 50 50 50 50 0'0 60 60 CFD Modeling David Jaffee =-r E 40 40 40 40 50 50 50 50 60 60 90 p:FE ConsWdadllity Review Kafa SmM Pe JSe 30 30 30 30 35 35 35 35 40 40 40 40 Constructabiiq Rene, Doug Cook 30 30 30 30 35 35 35 35 40 40 40 40 HIS April Kerryµ eisP 40 40 40 40 50 50 50 50 60 60 60 60 GIS plane Ray aAp 40 40 40 40 50 50 50 50 50 60 50 60 SWPPPIWater Quality Dave Mercier PE -Eo 30 30 30 31 35 35 35 35 40 40 40 40 CA, nR t6P Tak SWPPP Wafer Quality Andrei =_ 30 30 30 30 35 35 35 35 40 40 40 40 :ao= HVAC Joseph Fang. Pe 20 20 20 20 30 30 30 30 35 35 35 35 Corrosmn JD ONmdeR. 20 20 20 20 30 30 30 30 35 35 35 35 FamockeTumbir, Dino Scene, PE 20 20 20 20 30 30 30 30 35 35 35 35 Financed Funding Sin Chanel > s 20 20 20 20 30 30 30 30 35 35 35 35 Architectural Wayne Frank, RA. PMP 20 20 20 20 30 30 30 30 35 35 35 35 ECG iP BO'C Gamecnmeal UESCO) Adam Chaddem - �E 45 45 45 45 55 55 55 55 55 55 55 55 Giveearnmeal(BESCD) Russell Se lin. EE ka 40 40 40 40 50 50 50 50 50 50 5D 50 unbent gi Utility Location Jim all 40 40 40 40 50 50 5C SC 55 55 55 55 (9oudream 'eotechadal Ben Hushmand Pno == 20 20 20 20 25 25 25 25 25 25 25 25 tHeemare nd) Geri .... I Ernesto V.,,,, P,, 30 30 30 30 40 40 40 40 50 50 50 5C Hushmend) -izI Hydmgeology Thomas Herder. Pe 20 20 20 20 30 30 30 30 30 30 30 30 (Thomas Harder COI Hytlmgrolcgy Jim Van tle Waler =_ 20 20 20 30 30 30 30 30 30 3C 30 30 (76mnas Hamer Co) -_ Traf eControl David Kuan. AE 30 30 30 30 40 40 40 40 40 40 40 40 (➢ablc Cidi Eng) Flaw Monitoring (US j ,NarY, Serrs. a a 40 40 4C 4C 50 50 5C 5d 60 60 00 60 Flow Monitoring (US Than, Williams, =e 40 40 40 40 50 50 50 50 60 60 80 60 F1m, Mantering 1US 1 Darlene Siczme•wski 40 40 40 40 50 50 5C SC 60 50 90 60 �­.,, a.,,.. vi mira.ana :nym per —ages rages i PrOPosal Pages 01{3u -. ___ ,c 19-100 _,. REQUEST FOR PROPOSAL ! On -fall Water Resources Engineering Services (RFQ N0. 19100) „aw • '� , -fll1 John Nagle, PE I Project / Contract Manager Mr. John Nagle, PE, Contract Manager, has more than 30 years of experience in the planning and design for major water and wastewater facilities. He and his teams have been responsible for the preparation of numerous construction PS&E forwater and sewer pipelines, water pumping stations, wastewater lift stations, wells, and reservoirs. He has also prepared master plans for both municipal and private -sector clients for potable water, sanitary sewer, and recycled water systems. Mr. Nagle has used his combination of planning and design experience to prepare capital improvement programs (CIPs), condition assessment studies, and engineering feasibility studies. John is a proven team leader and well -respected Project and Task Manager, committed to delivering technically sound and innovative design solutions. For this project, John will be the day-to-day contact with the City ensuring project design, schedule, and budget goals are met. He will facilitate weekly internal project coordination calls with the task leads and other key team member to review schedule, discuss ongoing tasks, and exchange information so everybody has the latest information to work with. Mr. Nagle's Contact Information: P. 949-330-4275 1 E. Jnagle(oDmbakerintl.com John Moynier, CFM, CEP I Project Principal, CEQA, Hydrogeology Mr. Moynier serves as the firm's Water Resource Practice Manager for Southern California. He has over 35 years of experience in the water resource, floodplain management and environmental planning fields. He has a strong background in local agency operations and management, and has split his career between the public and private sectors. Specifically, John is a recognized expert in integrated water resource planning and flood risk assessments, as well as the preparation of analyses conducted under the CEQA and NEPA, as well as compliance with the National Flood Insurance Program (NFIP) and SB 92 inundation mapping. John serves on the Board of Directors for the Floodplain Management Association (FMA) and the National Association of Environmental Professionals (NAEP). He is a Certified Environmental Professional (CEP) and a Certified Floodplain Manager (CFM). Mr. Moynier will ensure that Michael Baker meets the City's project goals for budget and schedule, as well as Michael Baker's rigid quality control (QC) standards. Mr. Moynier's Contact Information: P. 949-855-5759 1 E. John. Movnier(a2mbakerintl.com John Harris, PE, CQM I QA/QC Mr. Harris will serve as QA/QC Review Manager for this contract. He has extensive experience in developing practical and cost-effective solutions to water and wastewater design challenges. A proven innovator of creative ideas and technical excellence, Mr. Harris is responsible for a full range of professional services, including planning, design, and construction support services for water supply, water, and wastewater treatment facilities. His experience includes distribution and transmission mains, pumping stations, flow control facilities, reservoirs, unit processes, water and wastewater treatment plants, storm drainage lines, roads and parking areas, site development, and related civil engineering structures. For water resources projects, Mr. Harris has been responsible for value engineering, economic analysis, environmental documentation and regulatory permit preparation, and construction management. Dan Smith, PE I Technical Review Mr. Smith has over 38 years of diverse engineering experience in the water/wastewater industry encompassing project management, planning and design, construction management, office and design team management, and business development. His experience spans project management and design experience covering recycled water, water and wastewater infrastructure includes feasibility and planning studies, and design/construction plans for wells, transmission and distribution pipelines, sewer collection systems, pump stations, reservoirs, pressure reducing and flow control facilities, small water/wastewater treatment process systems, and sewage lift stations. Proposal I Page 7 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services r�• (RFQ NO.19-100) I� Jerome Ruddins, CCM, QSP I Constructability Review Mr. Ruddins possesses many years of construction management and inspection experience and has been responsible for the construction administration and inspection of over $2.5 billion of public works construction projects. He has worked extensively with the Caltrans Standard Specification and Construction Manual. His experience includes construction management of reservoirs, dams, water and sewer pipe lines, pump stations, lift stations, water and wastewater treatment plants, storm drains, drainage channels, public buildings, infrastructure projects, bridges, retaining walls, ball fields, concrete pavement, grading, landscaping, reinforced concrete boxes, A/C, PCC, traffic signals, and street lighting. Troy Edwards, PE I Hydraulic Modeling Task Lead Mr. Edwards is experienced in the planning, analysis, and design of municipal water and wastewater facilities. He has been involved in numerous hydraulic analyses including fire flow analysis, sewer capacity studies, pressure zone realignment studies, pipeline replacement program development, system operations analysis / optimization, and water and wastewater system master planning for new developments as well as entire systems. With this experience, Mr. Edwards has developed multiple capital improvement programs to assist clients with prioritizing immediate replacement needs while balancing long-term IN goals for system efficiency, reliability, and redundancy. Mr. Edwards also has experience with numerous distribution and transmission main projects for a broad range of diameters, site conditions, and pipe materials. Safa Kamangar, PE, PMP, CCM, QSD/P, ENV SP I Task Lead (System Rehabilitation / Condition Assessment, Water Mains, Pump Station PRV) Mr. Kamangar, who brings over 20 years of experience in the planning and design of water infrastructure. He is a registered Civil Engineer, certified Project Management Professional, and Certified Construction Manager who has managed or served in a key technical capacity on numerous successful water/recycled water/sewer system projects, including Civic Center SD Lift Stations and Riverview Neighborhood Pipeline Replacement Projectfor City of Santa Ana, Storm Drain Pump Station SD03 for City of Long Beach; and Paseo De Valencia Sewer Lift Station Rehabilitation for Moulton Niguel Water District.. He has also served as Construction Manager on a number of pump station projects, giving him an advanced understanding of a project from the planning and design phases through construction completion. Safa is a proven leader and hands-on project manager who has the technical background and knowledge to meet the City's expectations for this project. Kevin Saleh, PE I Wells Task Lead Mr. Saleh has over two decades of experience as a civil engineer, his experience includes planning, design, construction management, and construction support services for a variety of public works projects, with specific areas of practice in wastewater and water. His relevant experience includes water distribution and treatment facilities, lift stations, pumping stations, pumping facilities, treatment plant projects/processes, reservoirs, pressure reducing and surge facilities. Wastewater projects include conveyance systems, and treatment plant projects and processes. Proposal I Page 8 On -Call Water Resources RFP No. 19-100 I N T 9 R N R T 1 0 N AL ;•. REQUEST FOR PROPOSAL f hi"'w.♦14 On -Call Water Resources Engineering Services (RFQN0.19-100) j Marek Przywara, PE I Electrical, Instrumentation & Control Mr. Przywara is a highly experienced Project Manager with 34 years of experience in electrical engineering. He specializes in electrical and controls engineering for water and wastewater facilities including water and wastewater treatment plants, pump stations, lift stations, wells, and reservoirs. As a Project Manager at Michael Baker he is responsible for electrical engineering, SCADA system implementation, project management, development and design implementation, supervision and approval of documentation and drawings, calculations and analysis, schedules, specilicaLlons, cost estimates, and coordination with vendors and clients. Marek has successfully delivered electrical and controls systems design for multiple pump stations including new and upgrades to existing facilities. Sal Sheikh, PE I Structural / Storage Task Lead Mr. Sheikh has over four decades of experience including the last 30 years with Michael Baker, and will lead structural engineering tasks for the proposed projects. His background includes structural design for pump stations, lift stations, well facilities, pipelines, water and wastewater treatment plants, reservoirs, culverts and encasements, flood control channels, bridges, sound walls, and retaining walls. Sal is also experienced in structural inspection, evaluation, repairs and rehabilitation of water related facilities. Subconsultants AESCO I Geotechnical Services — Small Projects AESCO is a woman -owned corporation and has been in operation since 1993. Headquartered at 17782 Georgetown Lane, Huntington Beach, California, with currently 35 employees, AESCO is SBE, DBE/UDBE, WBE, and CBE certified. AESCO has been involved in several projects involving QA/QC construction materials testing and inspection and geotechnical and environmental engineering for the City of Santa Ana, including: 17th Street Water Main Installation on Broadway and Bristol; Walnut Pump Station New Building; Lincoln Avenue and Santa Clara Flood Channel Emergency Project; and most recently the First Street Undercrossing Stormwater Lift Station 1200 block of First Street. AESCO can provide a full range of environmental engineering and construction management testing and inspection services. Boudreau Pipeline Corporation I Potholing, Utility Location Boudreau Pipeline Corporation has built its reputation, over the last 20 years, as a professional contractor who makes customer satisfaction and building relationships its top priority. Boudreau Pipeline was founded by Alan Boudreau in 1996 and started off as an owner operator on a backhoe digging trenches. Since then, Boudreau Pipeline has grown to more than 260 employees and up to $60 million in annual revenues. As a subsurface utility engineering (SUE) company specializing in wet utility contracting, Boudreau Pipeline truly understands the value of gathering good underground utility data prior to construction. Their goal as a SUE provider is to eliminate delays and extra costs associated with existing underground substructures. Doing so increases safety and reduces economic loss in all aspects of project planning and the construction phase. Hushmand Associates Inc. I Geotechnical Services — Large Projects Hushmand Associates, Incorporated (HAI), headquartered in Irvine, CA, is a professional engineering consulting firm with more than 28 years of successful experience in offering geotechnical consulting, earthquake geotechnical engineering, and soil and material inspection and testing services for both private and public sectors throughout southern California and elsewhere in the country and overseas. HAI has extensive experience in water and power projects involving design and construction of underground reservoir structures, water pipelines, pump stations, reservoirs, levees, and dams; power plants and Proposal I Page 9 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL v,Nw T On -Call Water Resources Engineering Services "., _ _ €: - (RFQ NO.19.100) electric substations, waste recycling centers, landfills, and waste transfer stations; and residential, commercial, and government buildings (offices, hotels, police and fire stations, emergency and traffic management centers, hospitals, universities and research laboratories, among others). HAI's experience with the City of Santa Ana includes: Warner Avenue Improvement —Phase 2A and Phase 2B Projects; and Lincoln Avenue Pedestrian Pathway Connectivity (Park Lane to Santiago Creek), Traffic Control Engineering, Inc. I Traffic Control Established in 1989, Traffic Control Engineering Inc. specializes in traffic and transportation engineering. Services include preparing traffic control plans and detour plans for construction work in or about public streets; conducting traffic impact studies and alternative alignment evaluation for construction of various underground utility lines; and preparing traffic control plans for special events such as bike rides, bike races, running/jogging contests and special parades. Mr. David Kuan, PE, principal of the firm, has extensive working experience with both public and private sectors. Projects completed in and for the City include: Orange County Water District Monitoring Well Water Sampling at Various Locations in Santa Ana, Habitat for Humanity Off Site Improvements at Various Locations in Santa Ana, and Macarthur Boulevard Street Rehabilitation — Bristol Street to Flower Street. Thomas Harder & Company I Hydrogeology Thomas Harder & Co. (TH&Co) is a full -service hydrogeological consulting company whose mission is to provide clients with sound hydrogeological expertise for developing effective and sustainable groundwater resource solutions. Principal Hydrogeologist, Thomas Harder, has more than 30 years of experience on a wide range of groundwater projects. He is supported by a staff of seven geologists and geoscientists based locally in Anaheim, CA with extensive experience in well drilling observation, well design and construction oversight/inspection, project management services, groundwater sample collection, groundwater quality analysis, and groundwater modeling. A sampling of services provided includes: Design of High Capacity Groundwater Wells, Pumping Interference Evaluations, Well Production Strategy, Aquifer and Well Field Monitoring, Groundwater Models, Groundwater Quality Analysis and Reporting, Groundwater Resource Management, large scale Groundwater Basin Studies, and well modification. Utility Systems Science & Software (US') I Sewer Flow Monitoring Utility Systems Science & Software, Inc. (US3) is a specialty service company providing monitoring and control for utilities since 1996, performing sewer flow monitoring services 24/7 throughout Southern California. US3 is a California Corporation and qualifies as a Minority Business Enterprise. US3 is in the forefront of this industry by taking the proven technological approaches, developed in other high-tech industries and applying them to protect some of the most precious natural resources - our water. US3 engineers and technical personnel have applied advanced instrumentation system technology to water/wastewater open channel flow monitoring, pipeline evaluation, engineering, and data analysis, all coupled to the power of the Internet .This unique integrated systems approach allows the company to bring greater insight and intelligence gathering information about the water and waste water system performance of our clients, and in turn to support the fulfillment of their commitments to manage and cost effectively design, operate, and maintain these systems. Utility Systems Science & Software has over 80 employees as part of their parent company, Technology Resource Center (TRC) and is located in Santa Ana, CA. 1 Proposal I Page 10 On -Call Water Resources RFP No. 19-100 INTERNATIONAL 1 REQUEST FOR PROPOSAL � On -Call Water Resources Engineering Services _ `� Wn (RFP NO.19-100) +M -'r�_ 4* Understanding of Need The Michael Baker Team is ready to provide the City of Santa Ana the planning, engineering, and coordination necessary for the successful completion of its capital improvement projects. Understanding of Santa Ana The City of Santa Ana started as a ranching community with some farming. To serve this growing agricultural and domestic community, a municipal water system was formed in 1886. The original source of water supply for the City was from shallow irrigation wells. As the city continued to grow and change from agriculture to an urban community, the need for additional sources of water was recognized if economic development were to continue. The City is in the heart of Orange County and rated ninth largest in California. The City's Water Utility provides water service within a 27-square mile service area. The City receives its water from two main sources, local well water from the Lower Santa Ana River Groundwater Basin, also known as the Orange County Groundwater Basin (OC Basin), which is managed by Orange County Water District (OCWD), and imported water from Metropolitan Water District (MWD). City of Santa Ana's water system includes 444 miles of transmission and distribution mains, nine reservoirs with a storage capacity of 49.3 million gallons, seven pumping stations, 20 wells, and seven import water connections. Thirteen of the City wells pump into surface reservoirs with booster stations pumping the water into the distribution system. The remaining wells pump directly into the City's distribution system. Water pumped from these wells has been naturally filtered as it passes through underlying aquifers of sand, gravel, and soil. This well water only requires disinfectant treatment for system distribution. The City maintains seven imported water connections to receive water through Metropolitan's Orange County and East Orange County Feeder pipelines. Seven metered connections with a total capacity of 60,580 gallons per minute (gpm) transfer water into the City's distribution system. The City's Sewer System consists of the City of Santa Ana and portions of City of Garden Grove and City of Orange that discharge wastewater into the City of Santa Ana's sewer system. As of 2015, the City had an estimated population of 335,264 and a projected year 2040 population of 343,766, per CDR, 2015. The City is now largely built out, with only a few areas of potential new redevelopment, primarily along the Harbor Boulevard corridor, areas west of Tustin Avenue, south of 6th Street to the 1-5 Freeway, and areas bounded by First Street, Flower Street, Civic Center Drive, and Grand Avenue. The City's sewer collection system consists of approximately 450 miles of sewer mains, including approximately 60 miles of OCSD trunk sewers within the City. The City's sewer system operates largely by gravity and discharges at several locations into gravity trunk sewers owned and maintained by the Orange County Sanitation District (OCSD). Some of these OCSD trunk sewers serve only areas within the City, but others serve areas outside the City. All the OCSD sewers in the City collect and convey wastewater to the OCSD Treatment Plant Number 1 located just southwest of the City in Fountain Valley. The majority of the City's sewers were built in the 1950s and 1960s and are now over 60 years old. Portions of the City's sewer system date back to the 1920s, with sewers over 90 years old. The material of construction of the City's sewers has generally been vitrified clay until about 1992. Since that time, PVC plastic pipe has been used for sewers up to 12 inches in diameter. Vitrified clay pipes (VCP) makes up for over 83 percent of the major sewers pipes within the system. The remaining 17 percent consists of other material types or unknown materials. Proposal I Page 11 On -Call Water Resources RFP No. 19-100 I N T E R N A T 10 N AL REQUEST FOR PROPOSAL -_..F On -Call Water Resources Engineering Services (RFP NO.19100) ,.� ,:• Technical Approach - Scope of Work In reviewing the RFP to understand the type of projects involved and based on our staffs previous experience and lessons learned with the City, we understand that the City is seeking to hire qualified engineering consultants for designing of Capital Improvement Programs, and for providing technical expertise for the City's water, sewer, and storm drain improvements. For the services that may be required under this contract, we have identified a general scope of work for several different categories of potential projects. This scope will be fine-tuned based on specific project needs and through Task Order Proposals. General scope of services for different type of projects include, but are not limited to the following: 1. Planning, Resources, & Design Planning Studies and Feasibility Studies • Collect and Review Existing Information: We will conduct a thorough research on existing available data and information through the City, as well as all other stakeholders that may be in the project area. This includes, but is not limited to: property ownership, existing utilities, as-builts, tract maps, equipment data, etc. • Perform Site Visits (if necessary): Depending on the type of the project and defined scope of work, if necessary, the Michael Baker team will conduct site visits to understand the constraints and obstacles that exist for the proposed planning or facilities. • Perform Analyses: Based on the collected data and project goals, we will perform appropriate analyses and review multiple alternatives, including their feasibility and estimated construction costs. Findings and pros and cons of each alternative will be discussed with the City and recommendations will be made for City's consideration. • Provide Draft and Final Reports: All findings and processes as mentioned above will be described in detail in a report. Draft report will be submitted for review and after addressing City comments, final signed report will be submitted to the City. Hydraulic Modeling Data Collection: At the onset of the project, the Michael Baker team will prepare and submit to the City a list of data requests. We will work with the City to collect these data as much as available and organize them into a manageable and usable fashion. The data collection effort will include, but is not limited to researching As -Built drawings, records, and project files, gathering of customer billing information; interviewing staff - engineering, field and operational personnel; visiting facility sites; information from other departments, agencies and companies related to the project. The Data Collection List will be updated regularly and distributed on a weekly basis until all information is collected for the project. • Verify Demands: Michael Baker will meet with City staff and the Planning Department to understand and learn about proposed developments and re -development projects within the service area. We will also review the City's historic water consumption data, meter data, and purchase history, and will generate existing water demands, diurnal curves, and projected water demands. Demand and peaking factors will be calculated, and results will be summarized in the report. • Update/Calibrate or Validate Model: Michael Baker will provide for the City's review and approval a Model Creation Plan, which will include steps for model update and calibration. The Model Creation Plan will identify steps for creating the plan, naming conventions, facility control plan, as well as the locations and steps necessary for flow testing to perform model calibration. Model Calibration will include flow and pressure testing at locations already approved in the Model Creation Plan (performed by City personnel), as well as reviewing the SCADA data — during the same time period — for existing facilities, such as pump stations and reservoirs. This data will be Proposal I Page 12 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services (RFP NO.19.100) - ,W used to calibrate the model to within 10% of actual readings, which is an industry standard acceptable calibration level. • Analyze System: Michael Baker will use the calibrated model to analyze the system under different operational conditions, aka, different model scenarios. These scenarios will analyze the system operation under existing and future demand conditions. • Provide Draft and Final Reports: All findings and processes as mentioned above will be described in detail in a report. Draft report will be submitted for review and after addressing City comments, final signed report will be submitted to the City. Condition Assessment • Review Existing Facility Information and As-Builts: This task includes collecting available data and performing a table top review of the facility based on the record drawings and other available information. Michael Baker will research and collect available data through the City and other sources for this task. The review will also include the facilities' Operational and Maintenance Manual (O&M Manual). • Review Maintenance Records and Testing Documents: We will also request, collect, and review any maintenance or testing documents that are available for the facilities. This will help us to understand if the facilities have undergone their regular maintenance and if any major upgrades have been made. • Perform Site Visits: Michael Baker's engineering team (and subconsultants, if needed) will attend site visits to review and document existing conditions at the facilities being reviewed. Visual inspection and photographic documentation will occur during this task. • Perform Field Testing (if necessary): If needed (depending on the facility type), field testing will be suggested and can be performed by either Michael Baker and our subconsultants, or by the City crew. The non-destructive tests will be designed to collect additional information about the facility, their performance, and their remaining life. Tests will include, but are not limited to: smart ball technology for leak testing, SAHARA technology, CCTV inspection of water lines, flow testing at hydrants or pumping facilities, etc. • Analyze and Provide Recommendations: Michael Baker will review data already collected through research, site visit and visual inspection, and testing, and will create a Risk Factor Table based on the "Severity" and "Importance" of each item. Risk factor table will be used to prioritize maintenance/upgrade requirements. Preliminary cost estimates will be developed for each remedial option, and recommendations will be discussed with the City. • Provide Draft and Final Reports: A summary of processes and steps taken, along with a detailed description of the analyses, results, and recommendations will be presented in a draft report for the City review. Once comments and concerns are addressed, final report will be submitted to the City. Design - Pump Station Improvements • Pumps and Associated Piping: We will develop system head curves based on the available information as well as utilizing the City's hydraulic model that would be available to us. Based on the available data, we will calculate the proposed Total Dynamic Head (TDH) and required flows (GPM) for each pump. We will use Hydraulic Institute Standards (HIS) guidelines and recommendations in pump station design, to assure our design meets and exceeds industry standards. Total number of pumps for each pump station will be determined based on the minimum and maximum demands. If one pump cannot cover the wide range of demands, two duty pumps will be designed. One standby pump will be provided for each pump station as back up. • Pump and System Curves: The customer service elevations vary for each pump station. Each pump station must develop sufficient discharge pressure to provide a minimum hydraulic grade elevation to overcome different elevations in their service zone and provide sufficient pressure at Proposal I Page 13 On -Call Water Resources RFP No. 19-100 I N T E R N AT T 0 N AL REQUEST FOR PROPOSAL /,NT On -Call Water Resources Engineering Services (RFP N0. 79-100) N �';�r¢i �„ �tL.i yam} lka , �k the end customer. Hydraulic analysis and head losses through the system will be conducted to establish required Total Dynamic Head (TDH) for each pump station. The system curve will be plotted and will be used to design the pump. Pumps will be selected and evaluated to meet the range of operating conditions anticipated for the pump station against the system head curves for current and future conditions. • Pump Type: Variable frequency drive operated pumps are preferred to provide relatively constant service pressure to the customers by increasing pump speed during high demand periods and reducing speed during low demand periods. The most appropriate pump type for this kind of application is multi -stage vertical turbine pump because of its steep pump characteristic curve. If more than two impellers are needed, enclosed impellers are recommended in order to eliminate the possibility of impeller vane wear due to misalignment between the bowls and impellers. • Pump Barrels: Pump barrels will be sized to maintain velocities at or below one -to -two feet per second between the pump barrel lining and the bowls, with consideration of pump removal and re- installation operations. The bowl outside diameter for the selected pumps will be determined and a barrel with a clear interior diameter that meets these requirements will be selected. Barrels with fusion bonded epoxy (FBE) lining will be selected in order to provide adequate space for removal and re -installation of the pumps without damaging the barrel lining. The lowest impeller should be a minimum of two times the suction pipe diameter below the suction pipe invert. Suction basket strainers should be provided to preclude the entry of large debris into the impellers. The bottom of the suction strainers should be 12 inches above the bottom of the pump barrels. The actual length of the pump barrels will be determined based upon the final pump selection. • Column Pipes: The standard pump column pipes will be used for each pump. Column pipes will be same diameter threaded, fusion bonded epoxy lined and coated steel to maintain relatively similar velocities in the pump column and the discharge piping. Pump shafts will be product lubricated, 416 stainless steel. • Surge Analysis: A transient analysis will be performed, and mitigation measures will be designed for each pump station design (unless specifically determined that surge will not be an issue). • Other Pump Station Components: Such as suction/discharge, headers, isolation valves, check valves, ventilation, etc., will be designed in accordance with the City Standards, HIS and other industry standards. In general, pipes and valves will be sized to limit the flow velocities to a maximum of three feet per second on suction side and a maximum of seven feet per second on the discharge side of the pump station. Design - Tanks/Reservoirs Structural/Seismic/Safety Evaluation: We will determine the condition of the reservoir for seismic and structural reliability, related operating parameters, safety and sanitary compliance, and to recommend corrective and preventive measures, including filing of a report. • Existing Facilities Rehabilitation: We will inspect the existing conditions of the existing structure, such as identifying and measuring existing cracks in the concrete structure and will recommend the most effective rehabilitation based on the severity and location of the discovered cracks. • Corrosion Protection: Our team will determine the condition of the reservoir related to corrosion factors, including coatings, paints, and cathodic protection and to recommend corrective and preventive measures, including filing of individual reports with cost estimates and photographs. • Laboratory Analyses: We will determine the levels of heavy metals within the coatings and paints to assist in planning the work to ensure all personnel health and safety measures and environmental controls are implemented. Proposal I Page 14 On -Call Water Resources RFP No. 19-100 I N T E R N R T 1 0 N A A REQUEST FOR PROPOSAL 6 On -Call Water Resources Engineering Services (RFP NO.19-100) f t • Cathodic Protection: The Michael Baker team will monitor and evaluate existing impressed and galvanic cathodic protection systems present on pipelines or reservoirs for effectiveness, remaining useful life, and operation. Upgrades will be designed in accordance with current industry standards. • Quality Control Inspection: We will provide inspection of the contractor's coating and paint operations to verify the work is being accomplished in accordance with the specifications and plans. Other Any and all other tasks as described in the request for proposal and not specifically discussed above, will be performed by Michael Baker's Santa Ana staff, or through one of our trusted subconsultants as shown on the proposed organization chart. We are confident that our team has extensive experience in providing described services and will be an asset to the City for their projects. 2. Pipeline Design • Survey and Data Collection: Based on our previous experience with the City, we understand that the City may be providing survey for their projects. However, if needed, Michael Baker can provide complete survey and mapping services. The horizontal and vertical control is the backbone of any successful pipeline project. The placement of control point locations is carefully evaluated to refine control point locations to better serve a project and make the working conditions safe for the field staff. • Safety and Traffic Control: We will consider construction safety concerns during the design to assure that developed plans can be safely constructed and ensure a safe parkway environment at all times. For pipeline construction on major arterial streets that impose significant safety issues, we highly recommend developing traffic control plans. As our continued teaming partner, we have included Traffic Control Engineering (Mr. David Kuan, PE) in our team. He is intimately familiar with the City's traffic condition and its requirements and will provide temporary traffic control plans for our projects. • Public Impact: It is incumbent upon the design team to work with the City to minimize public impacts in terms of the proposed improvements, the schedule, the phasing and anticipated traffic detour plans. • Pipe Installation: The Michael Baker team will make sure that all pipes are being designed with access points, proper gaskets, fitting restraints or flange systems, and that the design follows the City's general requirements and approved list of materials and vendors. We have been working with the City in the past and are familiar with the City's specific standards and requirements and will implement them into our design. • Preliminary Design: The Michael Baker team will establish design criteria, verify pipeline alignments and sizes, conduct field walks to determine potential design and construction conflicts and verify field topography data. Tasks will include identifying existing improvements, utility conflicts and construction constraints; calculate restrain lengths; identify restrained joints and/or thrust block; prepare plan view and/or cross -sectional view (if necessary) showing alternative construction where water main is not in compliance with California Division of Drinking Water requirements; and notify utility owners to coordinate the resolution of identified conflicts. • Final Design: The Michael Baker team will prepare a construction package consisting of plans and specifications for the construction of pipeline projects. 3. Electrical, Instrumentation, & Control Michael Baker provides a wide range of electrical engineering services to meet specific project requirements. Michael Baker provides in-house electrical services in support of our larger multi -disciplined engineering efforts, and offers our specialty electrical engineering services which include power demand, short circuit, and coordination studies and comprehensive design to individual clients. In today's electrical utility market, an efficient, cost-effective power distribution system has become essential. Our 11.112F.T1--�-k1.':a7 Proposal I Page 15 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services _ (RFP NO.19-100) experienced staff provides power distribution and generation system design, master planning, field evaluation of existing systems and equipment, computer assisted power system modeling and analysis, and recommendations for enhancing existing systems, as well as design of alternate energy sources. Michael Baker has provided these services for water/wastewater facilities. college campuses, theme parks, new commercial and residential developments, and military installations. Michael Baker also offers control and instrumentation design services for pump stations, reservoirs, water treatment systems, wastewater treatment facilities, lift stations and flow control facilities. We are well versed in modern controls design and SCADA implementation. Our clients include water districts, municipalities and private developers. Site lighting, parking lot lighting and street lighting are provided as a part of our electrical engineering services. Our goal is to provide an illumination design that considers existing site conditions, construction standards, required illumination levels, aesthetics of the area to be illuminated and energy efficiency. These award -winning services have been provided for theme parks, college campuses, municipalities and commercial buildings. The Michael Baker electrical staff is experienced in providing cost effective power distribution and control designs for booster pump stations, sewage lift stations, recycled water facilities, and reservoirs, and industrial/commercial facilities. The Michael Baker design typically includes utility service coordination, electrical distribution system, load analysis, motor control centers, switchboards, conduit and panel schedule, lighting, instrumentation and control design, and standby generation. In addition, Michael Baker provides construction services including response to Contractor requests for information, shop drawing review, field review of the electrical installation and engineering support during facility testing and commissioning. Proposal I Page 16 On -Call Water Resources RFP No. 19-100 I N T E R N AT 1 0 N AL n' REQUEST FOR PROPOSAL 4q On -Call Water Resources Engineering Services larexanlrol Relevant PPO act Ex erience Pro}ect Name lClientConteot Neme and PM1onel Categories Data of Cogitation I Deem tion G C The section of the OC44 Pipeline near IM1e San rDiego Creek has a history of failures and emergency repairs. Michael Baker developed a work plan to identify the most coed-efecfive means of preventing future pipeline failures, and asinimizing the potential costs related to repoldroplacement. Work effort included preliminary engineering nalysis of alternatives including five rehabilitation options and seven replacement alignments. Michael Baker also conducted a habitat assessment 10 document baseline conditions and closely evaluate the p flontial for the adopt site to support any state or fe kinut listed sensitive species. Mass Water reviewed the opposed shemadves antl selected sliplining a 30-inch diameter pipeline inside the existing 42-inch pipe. Michael Baker drafted design plans for the diftemdidation method and provided bid phase sem W s. Michael Baker Is providing can phase services and construction is scheduled for completion in 202oe The project is pad of a multi phase pipeline project that connects the future Magic Mountain Reservoir to the future Magic Mountain Pump Station, originally divided into six phases. Phase 6 is the last segment of transmission pipeline that connects Me Phase 5 pipeline to the future Magic Mountain Reservoir within the future development known as 'Mission Village- by FivePoint. Due to development phasing, the project was divided into two design packages —6A and 68. Si Water retained Michael Baker to provide final design services for the entire Phase 6 segment In Me preliminary design phase Of each segment, Michael Baker analyzed several different alignment alternatives in coordination who the SCV Water and Fividienrs consultants. Final design of the entire project Includes Me following tasks: design of 6,WO-feel of 42-inch cement panne, lined and coated (CMLSC) steel pipe and supinchPVC schedule 40 Ober optic conduit valve vaults wild 42-inch motor actuated bufiedy valves, a private reservoir access pad and corrosion monitoring improvements. This project Is a Sub Area Master Plan (SAME) Update to the previous analysis and report performed in 200B. As a pad of the 2017 update, which required approval by MINE, new analyses were conducted for IM1e existing and Proposed Potable Water, Recycled Water, and Wastewater Collection Systems to identify any deficiencies based an IBM service and performance criteria. Furthermore, ackloonal anatysis of each system was performed based on proposed constpcfion phasing Ir refine ultimate facility sizing as wall as required off site system imme provents. Based on the respite of the system analysis, a detailed cast estimate for capital and noncapida( improvements On ppposed facilities was developed. Recently two addendums to the SAME Update were completed by Michael Baker to address development and phasing iterations which necessitated a focused analysis wind the larger development area. C f! Michael Baker provided design and construction phase suppor services for a 4 0 MG recycled water and two 2.0 MG domestic water reservoirs. All three reservoirs were of welded steel construction. In addition, Michael Baker designed approximately 25,000 LF (combined) of contest and required water CMLSC steel transmission mains, ranging in size tram 20-inch to 30 inch in diameter. TM1e project also tnduded the design of approximately 275,000 wbtc yards of coupling for the tank sites and access mad. The Parginct included an a0emafive alignment analysis 1-7 suppon to secure environmental approvals, and Drinking haler. The tanks serve the Rancho Mission Viejo Planning Areas 1, 2 and 3. domestic water reservoir on a combined site. Both reservoirs were of welded steel conslpction. Michael Baker also designed approximately 23,000 LF (combined) of 2Tmch domestic water nd 20-inch recycled water Cci steel transmission mains. The project also included the design of approximately 31 moo cubic yards of grading for the tank sties antl access road The pmji access mad .,and relocation of a proton of the 18-inch Coto de Casa Trunk Sewer and development of a phasing 8 bypass plan to maintain continuous sewer flows. The project included technical suppon to Secure environmental approvals, and coordination with Division of Drinking Wafer. The tanks serve IM1e Rancho Mission Viejo Planning Areas 2 and 3. will PI sinly P ctming consuuawn engineering support services. the chant provides drinking water to duslome s located within a 510-mile distdd of wastem Riverside County. Water resources include (healed suface water and treated grountlwater. The surface water is imported from Northern Califomia and treated at the Mills waferbealment plant. The local groundwater is treated at the Chino II Dodder and the Arington Desaltec Michael Baker assisted in designing facilities to transfer healed groundwater Ira a residential area of In district where customers are currently receiving water from the Mills water treatment plant ony including a new 1 S MG concrete reservoir and a high-pressure pumping station When completed, the facilities will allow the client to transfer up ld 20 cubic feel per second of "died groundwater from the desalination plants Is the area. The work included PAID development, SCADA, and electrical distribution and controls dion, station in Anaheim, Long Beach, Seal Beach, Cypress. Buena Park, and Los Alamitos; a total of Bg00o musinfichat f of sewer line. Michael Bakers services include a ufilify survey and research, surveying and mappdg', a pipeline rehabilitation analysis; preparation of at estimates and calculated, modeling in Civil 313; and preparation of technical memoranda and opera. contract drawings and details, and contract spsu ications. As a subco portent to another engineering find, Michael Baker is providing design support retina rehabilitation of Reach 1, the Orange - Western Sub -Trunk Sewe, Reach 1 has a nominal pipe diameter of 214nches and an overall length of approximately 13 941inearfeel. Designer and constructed in 1950, the Reach 1 pipeline begins at the Intersection of Valley View and Orange Avenue and continues east for approximately 7,935 feel to Western Avenue. The pipeline Men continues north on Western Avenue for aWmxdmadely 6,023 feet to a manhole located in the street between Santa Domingo Way and Santa Elena Brive. There are approximately 38 manholes within these segmenls of pipeline, neatly all requiring replacement to meet current district standards. Michael Baker is coordinating the Pipeline rehabilitation win other subconsultants that are Providing other services, such as closed-dreuil television investigations, pipeline sewer assessment, geotechat al investigations, and utility surveys. CEEM Proposal I Page if On -Call Wader Resoumzs RFPNa. 191 R EOVE Si FOR PROPOSAL On -Call Water Resources Engineering Services lxrrxxncrwl Pmposal I Page 18 On -Call Water Resoumes RFP No, 19-100 REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services unxntataal Relevant Project Experience Praised "Mr.I""'Art ddhdt Na or aria Phone Chargedes Date of Com betlon cescd lion reservarvell be partially buried and located at the site mexisting Chino Hills Reservoir No.I wtNm the Village Oaks community. The project included an analysis of steel vs. concrete tank types, development of demolition plans rat Me existing reservair, and design of the new reservoir. Michael Baker Is currently updating CEOA documentation antl providing final tlesign services. Tumout Station Mater Repleemmout Project I Mesa Water Disfind 1 McM1ael Baker provitle0 designengineering and consumption phase support services for Me replace ment of Row meters antl piping at three water Import stations on the OC-44 transmission main, designated as Tumour Nos. TO- 21 TO-4, and TO . Work under this project included rebabililaling Me existing Cla-Val control valves in each vault replacing all piping and installing new electromagnetic flaw meters, pressure gauges, pressure Vansmiber, , solenoids and Integration of telemetry, instrumentation and controls with MWD Supervisory Control and Dale Acquisition (SCADA) system. Michael Baker worked Win Mesa Water engineering and operations staff and Mae. Waters SCADA system integrator to develop operational (flow and pressure) set points, programming protocols for each tadliry, and provide the electrical design necessary to integrate the Improvements with Mesa Waters SCADA systemManhattan Beach Pump Stamon I Los Angeles County Pubfic Wource Michael Baker is providing engineering services to prepare a hydrology and hydraulic analysis for the Manhattan Beach Pump Station Watershed within Me City of Manhattan Beach. The approximately 462-acre exalershed consists of two (2) pump stations Nat drain the vraleamed The study included watershed delineation and esdmagng Me discharges using LA County methodology For Me l 25 antl 10-yeaf storm events. The batch basin inlet curves were marshalled using standard inlel equations Me ID 2D hydraulic muting was performed using %PSWMM. Michael Baker identified deficiencies within the City and County storm drain systems in the Manhattan Beach Pump Station Watershed. 7 Bakes. Resembled Project I City .1 Newport Bpa,h I Completion Dale Ol E Michael Baker is providing engineering and environmental services for Nis project to connect an existing stand drain outlet to a newwater quality facility before discharging to the Upper Newport Bay. The project involves the consumption ofapproximately 500linear feet of storm drain, a damp inlet, impact structure and basin outlet structure. The prejecl is grant funded and will help the City meet TMDL requirements for sediment in Lipper Needed Bay. The project involved extensive coordination With Me city, residential land owners, the Newport Bay conservancy, and the County of Orange. The regulatory portion of Me project required CEOA, Caledonia Coastal Commission, Re moral Search CS. Arm Ca sot En neers, and Fish and Game permits Landama rk Sewer Lift Station I Five Point JEM 1131=11 Completion Date Ongoing -Est 1212019 Michael Baker is performing preliminary and anal assign services fora new lie station to convey sewage hose approximatelyfi000 units to the Valencia Water Reclamation Plant. The project consists of boiling a new ex" in - place concrele dry and coat pitIll station with a capacity d 2,650 gallons per minute a valve and bypass vault, emergency storage tanks, odor control electrical gear, control systems a standby generator, and new, 17,400- food dual -force mains. For this project, Michael Bakeris providing hydraulic, civil, eleclriwl, swctuml, mechanical, and WAD design. :r 10C.Ig AL Project Name I Client I Co mtacs Name and Phone I - - be egif ei Dare of Correlation I Natim lion The Orange County Flootl Control Master Plan (OCFCMP) incorporated funding CIS line worn from County Regional Channel Database (3,000 independent line segments) and Me existing county Deficiency Study and developed a GIS Weblool for rating and ranking regional flood control projects within Orange County, California. The pmjecls included both deficiency projects (project Nat did not meet County design criteria) and projects that eth sucim w ecapacity but required maintenance. The end product was het ebtools, one for viewing the rating andranking data and one for editing the data. This Database contains information an channel sizes and deficiencies Nroughout the County including areas within the City of Santa Are 13s Michael Bakerprovided storm drain analysis for the widening of Wamer Avenue from Main utu etN Grand Avenue. The goal of Me study was analyzing drum brain aftematives and determine the appropriate pipe sizing. In Me existing condition, the area receives too much runoff Nat over tops the current storm drain system. The dvain source of the runoff is Rouselle Street. The proposed improvements include the Warner Avenue reach betvreen Rental street and Standard Avenue will be upsized and a new parallel pipe will be built tram poste lM to Main Street. References • Mesa Water Listtid Phil Lou., PE CC44 Pipeline RahaWliftal Assistant General Manager Project description includetl in table P. 949-207-5449 above E. phillrtmesawatecarg Santa Citrga Valley Water Agency Rio Vista Valve#2(RV-2) Jason Vim, PE, Principal Engineer P. 581-51112➢y Project description included in table Vault Modifications E. )ylrn®uvwa.or9 above Orange County Public Works Orange County Flootl Goa l Penny Lew, PE, CFM Project description Included in table Master Plan (OCFCM a Senior Civil Engineer above P 714£41-3990 E. Penny lawaggypErsopgoo.corn Le®gend Oa Water Storrs Reservoir Pump wafer Station U ® M © El Structures Studies Seach Pipeline Wells Electrical Recycled I' Proposal I Page 19 OnCallWater Resources RFP No. Ill REQUEST FOR PROPOSAL a 4i On -Call Water Resources Engineering Services (RFP NO.19-100) _v - �"• {` Scope of Services and Schedule Michael Baker has held hundreds of engineering contracts with state and local agencies and municipalities, including work for cities within Orange County. Successful delivery of on -call services has been a particular strength of the firm through years of experience managing water and wastewater engineering services. We take pride in our work and ability to deliver turnkey projects through our frm's multi -discipline capabilities. All sizes and categories of projects are accommodated along with the ability to meet aggressive schedules through our deep bench of resources. An in-depth discussion of services that Michael Baker offers is included in the "Firm and Team Experience' and "Understanding of Need" sections of this proposal. Below is a table summarizing the in-house professional services that Michael Baker offers in the Water Resources practice along with additional related specialized areas of design: • Water Master Plans & Studies • Hydraulic Analysis/CFD Modeling • Transient Analysis • Preliminary & Final Design • Condition Assessment • Corrosion Services • Feasibility Studies • Topo Survey / Mapping • UDAR Technology • Legal Descriptions / Exhibits • Environmental Documentation - California Environmental Quality Act (CEQA)/National Environmental Policy Act (NEPA) Fee Proposal • Pipeline Design/Rehabilitation • Trenchless Design • Flow Control Turnouts & Metering Facilities • Pressure Regulating Stations • Storage Facilities • Structural Engineering • Seismic Retrofit • Architecture • Mechanical / Heating Ventilation & Air Conditioning (HVAC) • GIS/Atlas Mapping • Regulatory/Permitting • SWPPP / WQMP • Recycled Water Systems • Pumping Stations • Electrical / Instrumentation & Controls • Supervisory Control & Data Acquisition (SCADA) Improvements • Constructability Reviews • Construction Support • Construction Management and Inspection • Startup / Commissioning • Record Drawing Preparation Per the RFP and the Q&As released, Michael Baker's Rate Schedule is uploaded to the Planetbids website. Certifications Per the RFP, the following required signed forms from Michael Baker are included in the Appendix. • Attachment 3-1: Non -Collusion Affidavit • Attachment 3-2: Non -Lobbying Certification • Attachment 3-3: Non -Discrimination Certification Proposal I Page 20 On -Call Water Resources RFP No. 19-100 INTERNATIONAL �y ja _q ���� iiiiiiiiii'''" p q jj'' APPENDIX - CERTIFICATIONS AND RESUMES n Appendix ATTACHMENT 3-1: NON -COLLUSION AFFIDAVIT CERTIFICATIONS NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not [Wade in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract, that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non -collusion Affidavit. BIDDERS are cautioned that making a false certific n may subject the certifier to criminal prosecution. . / C Signed State of California County of Subscribed and sworn to (or affirmed) before me on this _ day of , 20� by before me. proved to me on the basis of satisfactory evidence to be the person(s) who appeared d � � �_��4 Sez �1h� c2 //a J//7 Notary Public Signature Notary Public Seal City of Santa Ana RFP Page A3-1 CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 Yd:fS.L("�LGP6fyY31.G'C.GYLLI.".I.YvC.C.L'C.[:CGI^.LC.f�K`(.L`Cd'.CS'£ft.CMM .v=.iX'MC(`M.G!'.L`C.CC.M�Y`N'cY:yC'.f:(:CC.LY4`CGCt 4INe Attached Document (Notary to cross out lines 1-6 below) See Statement Below (Lines 1-6 to be completed only by document signer(s), not Notary) Signature of Document Signer No. 1 Signature of Document Signer No. 2 (f any) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of O r ,e_ _ CINDY OKAMOTO Notary Public - California i .y-�. Orange County i z Commission M 2171175 M Comm. Ea ires Nov 7, 2020 Seal Place Notary Seal Above Subscribed and sworn to (or affirmed) before me on this � day of &0 ¢ , 20 (� by —Date Month Vear (1) 1 o h,A Moh I e Y (and (2) ------- Names) of Signer(s) proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Signature Signa re of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document ��)) ,�- Title or Type of Document: cIi3 esK -/: floe-C�,(/u w to Document Date: Number of Pages: — Signer(s) Other Than Named Above: 02014 National Notary Association - www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item A5910 Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: I No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 2, If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan orcooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that [lie language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Finu Michael Baker International, Inc. Silmed and Printed Name: Title Vice Date 11/25/201 City of Santa Ana RFP Page A3-2 uverl _ Appendix ATTAC;IIMENT 3m3: NON-I:DISC:RIMINA"i'ION CERTIFICATION CERTIFICATIONS _j The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: L The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take a£finuative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules„ regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders, 6. In the event of the Consultant's non-compliance with the nondiscrimination elauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may, be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted City of Santa Ana RFP Page A3.3 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stals. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to al I the penalties imposed for a violation of the Chapter. Signed Title: �ohn Moyniei�'CFM\CEP, Vice President Firm: Michael Baker Intematfonal, Inc. Date: 11/25/2019 City of Santa Ana RFP Page A3-4 REQUEST FOR PROPOSAL A � On -Call Water Resources Engineering Services -- (RFP NO.19-100) John Nagle, PE Contract Manager Background Mr. Nagle has practiced in the field of civil engineering for over 30 years and has extensive experience in planning, designing, and providing construction support services for major water and wastewater facilities. He has been responsible for the preparation of numerous construction PS&E for water and sewer pipelines, water pumping stations, wastewater lift stations, wells, and reservoirs. He has also prepared master plans for both municipal and private -sector clients for potable water, sanitary sewer, and recycled water systems. Mr. Nagle has used his combination of planning and design experience to prepare capital improvement programs (CIPs), condition assessment studies, and engineering feasibility studies. He is a proven team leader and well - respected Project and Task Manager, committed to delivering technically sound and innovative design solutions n,vxf a , (�i1� ism YEARS OF EXPERIENCE: 32 EDUCATION: MS, Civil Engineering, Loyola Marymount University BS, Civil Engineering, Loyola Marymount University LICENCES CERTIFICATIONS: Professional Engineer - Civil, California, 1991, 46972 Relevant Experience On -Call Engineering Design and Construction Management (CM) Services, Orange County, California. Mesa Water District. Project Manager. Since 2014, Michael Baker has been providing on -call engineering design and CM services for CIPs for Mesa Water District related to pipelines, pumping facilities, water wells, electrical and instrumentation control systems, treatment plant processes and equipment installation, and storage facilities on an as -needed basis. Services have included civil/mechanical design, surveying, structural, electrical and SCADA design, environmental -regulatory services, corrosion protection, water well performance analysis, engine assessment and design, construction management and inspection, and other related services. Rio Vista Valve #2 Vault Modifications, Santa Clarita, California. Santa Clarita Valley Water Agency, Project Manager. Michael Baker provided engineering services for replacement of the Rio Vista Valve #2 (RV-2), a 72-inch diameter butterfly valve located on the primary transmission main because the valve seat was damaged, and the valve did not fully seal. Michael Baker conducted a detailed preliminary design analysis to develop and recommend improvements and operational modifications to ensure that the valve is not damaged again. Final improvements included a new 72-inch butterfly valve, a 30-inch pressure control valve, relocation of electrical controls above grade, vault structural improvements, as well as site drainage, landscaping, and parking improvements for the City of Santa Clarita's adjacent riding/hiking trail. OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California. Mesa Water District. Task Manager. Responsible for water resources. Mesa Water District recently selected Michael Baker to complete a rehabilitation/replacement evaluation and cathodic protection study for the OC-44 Pipeline. The OC-44 pipeline runs approximately 8.6 miles through Orange County, Michael Baker will provide a comprehensive plan to investigate the condition of the existing pipeline, evaluate repair and/or replacement strategies, and identify permitting and follow-on technical studies required to implement the recommended strategy. The contract value for the study is nearly $200,000, and work is underway to meet the requested May delivery date. Tesoro Water Facilities, Orange County, California. Santa Margarita Water District. Project Manager. Michael Baker provided design for 23,000 feet of 24-inch domestic water and 20-inch recycled water transmission mains. Pipeline alignments and associated grading were evaluated along with appurtenances and cathodic protection facilities. Design was also provided for one 3.0-MG domestic water reservoir and one 2.0-MG recycled water reservoir on a combined site. The project also required relocation of a portion Proposal I Page R-1 On -Call Water Resources RFP No. 19-100 I N i E N N A i 1 0 N AL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services (RFP N0.19-700) ,nw �fI it of the 18-inch Coto de Caza Trunk Sewer and development of s phasing plan to maintain sewer flows at all times. Santa Margarita Water District (SMWD) Middle Chiquita Canyon Water Facilities, Orange County, California. Santa Margarita Water District. Project Manager. Michael Baker provided preliminary and final design services for a total of approximately 23,200 linear feet (LF) of domestic and recycled water transmission mains, two 2.0 MG domestic water reservoirs, and one 4.0 MG recycled water reservoir, which serve the Rancho Mission Viejo Company's Sendero and Esencia Developments. The project also included: alternative pipeline alignment analysis for routes through environmentally sensitive areas and agricultural areas; grading phasing analysis, and coordination with the Rancho Mission Viejo Company, California Department of Public Health, San Diego Gas and Electric, and the California Department of Fish and Wildlife. Turnout Stations Meter Replacement, Costa Mesa, California. Mesa Water District. Project Manager. Responsible for instrumentation and controls. Michael Baker provided design engineering and construction phase support services for the replacement of flow meters and piping at three water import stations on the OC-44 transmission main. Work under this project included rehabilitating the existing Cla-Val control valves in each vault, replacing all piping, and installing electromagnetic flow meters. Santa Ana Station Refurbishment, Costa Mesa, California. Mesa Water District. Project Manager. Michael Baker provided design engineering for the refurbishment of the Santa Ana Avenue Pressure Reducing Station, which is a pressure -reducing facility located in a below -grade vault on Mesa Water's OC-44 Transmission Main. Refurbishments included the replacement of two 16-inch butterfly valves, relocating existing 16-inch pressure relief assembly to an above -ground configuration, removal and replacement of 6-inch bypass assembly, and reconfiguration of existing pressure reducing valves. Downey Wells, Downey, California. Geoscience. Project Manager. As part of a consultant team, Michael Baker provided engineering services for the design, installation, and equipping of two new groundwater wells for the city's water system. The goal was to design, drill, develop, and equip two new deep, high - capacity groundwater wells that will enhance the city's ability to provide reliable, high -quality, cost-effective water service to its current and future customers. With each well anticipated to supply 2,500 gallons of water per minute to the city's distribution potable system, the combined total well production could account for 25 percent of the city's future potable water needs. The project began with a comprehensive geohydrological, engineering, and hydraulic assessment of six alternative well sites currently in consideration. This assessment addressed site -specific needs, evaluated site suitability for well construction and operation, and identified required off -site pipeline facilities. Two preferred sites were selected. Michael Baker's subsequent tasks included ensuring environmental and regulatory permitting compliance; preparing a preliminary design report; developing design plans and technical specifications for the equipping of both wells; and providing engineering support, construction coordination, and inspection services during construction. Reservoir Engineering Services, Chino Hills, California. City of Chino Hills. Project Manager. Michael Baker is providing engineering services for the Reservoir No. 18 Project. The project consists of demolishing the city's existing 1-million-gallon (MG) Reservoir No. 1, which is deteriorating and nearing the end of its design life, and replacing it with the new Reservoir No. 18. The proposed reservoir will be a 3.9 MG, partially -buried, pre -stressed concrete tank Proposal I Page R-2 On -Call Water Resources RFP No. 19-100 I N T E R N AT I O N A (E)REQUEST FOR PROPOSAL I On -Call Water Resources Engineering Services _ (RFP N0. 19-100) °`' ;ilt 4>a 't `-'r I A: '. JOHN Moynier, CFM, CEP Princic _ SWPPP/Water Quality YEARS OF EXPERIENCE: 37 Background Mr. Moynier is experienced serving water resource clients throughout EDUCATION: the west and serves as Michael Baker's Regional Water Resources BA, Conservation and Analysis Practice Executive. Mr. Moynier is a recognized expert in the integration of Ecosystems, UCLA of floodplain management, water quality, water supply, and water Graduate Studies, Computer resource planning, and has split his career between the public and Mapping/GIS, UCLA private sectors. He has extensive experience in compliance with the Graduate Certificate, Land Use CEQA and NEPA, as well as a broad range of other water resource Planning, University of regulations, including the Clean Water Act, Porter -Cologne Act, and the California, Davis California Inland Surface Waters program. Mr. Moynier is an elected LICENSES/CERTIFICATIONS: member of the Board of Directors for the Floodplain Management Certified Floodplain Manager, Association (FMA), as well as the National Association of Environmental USA and Canada, 2008, US - Professionals (NAEP). 08-03663 Certified Environmental Relevant Experience Professional, USA and Olivas Park Drive Extension and Levee, Ventura, California. City of Canada, 2014, 1401431 Ventura. Project Manager. Michael Baker prepared final engineering design for the construction of an earthen levee and floodwall system associated with the Olivas Park Drive roadway extension project. Michael Baker also completed plans, specifications, and estimates (PS&E) for the roadway extension project. The levee project scope included analysis and design for a new levee system along the northern bank of the Santa Clara River located just downstream of the Highway 101 crossing. The Michael Baker team provided hydraulic and sedimentation analyses, developed alignments and type selection for the proposed improvements, and is completing final design for the recommended improvements. Santa Clara River Levee (SCR-3). Ventura County Watershed Protection District. Project Manager. Michael Baker provided final engineering design services for the SCR-3 for a two-mile reach downstream of Highway 101. The project goal is to correct these deficiencies and close the "gap" in the levee system. The construction of the project improvements will ultimately result in the ability to certify the levee system, provide flood protection for the City of Oxnard, and alleviate the mandatory flood insurance requirements for properties located in the Special Flood Hazard Area, Michael Baker refined the project to develop a comprehensive set of alternatives to be considered and prepared cost estimates and evaluation of the alternatives to identify a recommended project. Michael Baker prepared final PS&E for the recommended project, which includes earthen levee improvements, concrete floodwall, and automated flood gate at the roadway crossing. Placer County Flood Risk Project, Auburn, California. Placer County Flood Control and Water Conservation. Principal -In -Charge. Responsible for serving as Principal in Charge and as a technical advisor for the third phase of a floodplain mapping project in Placer County. Previously served as Project Manager for Phase 1. The objective of this Flood Risk Project is to support development and finalization of select Flood Insurance Rate Maps and Flood Insurance Study reports for Placer County. Five new detailed studies for the watersheds of Coon Creek, Doty Ravine, Blackwood Creek, Tahoe Vista Creek and Griff Creek will be prepared while existing, effective detailed studies for six other watersheds (including South Branch Pleasant Grove Creek, Secret Ravine Upper Fork/Loomis Tributary, Dry Creek, Cirby Creek, Linda Creek and Markham Ravine) will be revised and finalized. Letter of Map Revision applications will also be incorporated, if available. Proposal I Page R-3 On -Call Water Resources RFP No. 19-100 INTERNATIONAL i; REQUEST FOR PROPOSAL Ilk On -Call Water Resources Engineering Services _ (RFP NO.19.100) Upper York Creek Ecosystem Restoration, St. Helena, California. City of St. Helena. Project Manager. Serving as Project Manager for large-scale project that includes the removal of the historic Upper York Creek Dam and the restoration of the creek habitat downstream to the Napa River. Michael Baker provided value engineering analysis, design, and construction -phase services to restore the ecosystem of the Upper York Creek. Michael Baker's solution will reduce the potential for downstream habitat degradation caused by large sediment releases, which have historically caused the mortality of fish and other aquatic organisms below the dam. The project scope includes removal of the 50-foot-by-140-foot earthen dam, re-establishment of a natural fish passage channel, removal of invasive plants, and revegetation as riparian forest. Long Term Facilities Plan Programmatic EIR, Orange County, California.* Orange County Water District. Project Manager. Served as Project Manager for a Program EIR prepared forthe Orange County Water District's (OCWD) Long Term Facilities Plan (LTFP). Urban Water Management Plan 2015 Update, Rio Vista, California.* City ofRio Vista. Principal. Served as Principal for the preparation of the City's UWMP 2015 update. Water Supply Optimization Study, Montclair, California.* Monte Vista Water District. Principal. Currently serving as Principal/PM for the preparation of a study analyzing alternative methods of supplying potable water to the City of Pomona and Monte Vista Water District customers. Water Supply Assessment, Sunnyvale, California.* City of Sunnyvale. Principal. Served as Principal/PM for the preparation of an SB 610 WSA to support the City's Land Use and Transportation Element (LUTE) Update. Water Resources Management LLNL Site 200 Water System Master Plan, Pleasanton, California.* Principal. Lawrence Livermore National Laboratory's (LLNL) Site 200 is an experimental research site. LLNL Site 300 Water System Master Plan, Pleasanton, California.* Principal. Lawrence Livermore National Laboratory's (LLNL) Site 300 is an experimental research site. San Vicente Dam Raise EIR/EIS, San Diego, California.* San Diego County Water Authority. Project Director. Served as Project Director for an EIR/EIS prepared for the San Vicente Dam Raise and Carry- over Storage Project. Water Supply Assessment, McFarland, California.* City of McFarland. Principal. Served as Principal for the preparation of an SB 610 water supply assessment to support the City's proposed General Plan Amendment. Regional Water Supply Project EIR/EIS, Grass Valley, California.* Nevada Irrigation District. Principal. Served as Principal for the development of a regional water supply project to serve unincorporated areas on Nevada County. Water Conservation Feasibility Study, Lodi, California.* North San Joaquin Water Conservation District. Principal. Served as Principal for a feasibility assessment of an advanced water conservation program for the District. Sustainable Groundwater Management Act Consulting Assistance, Fresno County, California.* South Kings Groundwater Sustainability Agency. Project Manager. Served as Project Manager for an on - call contract to provide assistance with SGMA compliance for the SKGSA. *Experience prior to joining Michael Baker CMIFT M. Proposal I Page R-4 On -Call Water Resources RFP No. 19-100 INTERNATIONAL 1 REQUEST FOR PROPOSAL o On -Call Water Resources Engineering Services (RFP NO.19-100) John Harris, PE, CQM 0A,!0 Manager YEARS OF EXPERIENCE: Background 41 Mr. Harris has extensive experience in developing practical and cost- EDUCATION: effective solutions to water and wastewater design challenges and is a MS, Civil Engineering, San proven innovator of creative ideas and technical excellence. He is Diego State University responsible for a full range of professional services including planning, BS, Civil Engineering, San design and construction support services for water supply, wastewater Diego State University treatment, and water reclamation facilities. His experience includes LICENSES/CERTIFICATIONS: distribution and transmission mains, pumping stations, flow control Professional Engineer - Civil, facilities, reservoirs, unit processes, water and wastewater treatment California, 1984, 38217 plants, storm drainage lines, roads and parking areas, site development Construction Quality and related civil engineering structures. In association with water Management for Contractors, resources projects, Mr. Harris has been responsible for value California, 2017, 784 engineering, economic analysis, environmental documentation, regulatory permitting, construction management, and is knowledgeable about local, state and federal regulations. Relevant Experience OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California. Mesa Water District. Project Manager. The section of the OC-44 Pipeline near the San Diego Creek has a history of failures and emergency repairs. Michael Baker developed a work plan to identify the most cost-effective means of preventing future pipeline failures, and minimizing the potential costs related to repair/replacement. Work effort included preliminary engineering analysis of alternatives including five rehabilitation options and seven replacement alignments. Michael Baker also conducted a habitat assessment to document baseline conditions and closely evaluate the potential for the project site to support any state or federally listed sensitive species. Mesa Water reviewed the proposed alternatives and selected sliplining a 30-inch diameter pipeline inside the existing 42-inch pipe. Michael Baker drafted design plans for the rehabilitation method and provided bid phase services. Michael Baker is providing construction phase services and construction is scheduled for completion in May 2020. Pipeline Infrastructure Testing Program Management, Costa Mesa, California. Mesa Water District, QA/QC. Michael Baker developed a comprehensive testing and evaluation program for the client's water distribution pipelines. Work included identification and prioritization of pipelines for destructive and non- destructive testing and analysis, evaluation of alternative testing methodologies, and development of a materials testing program. Testing results were compiled and reviewed against the client's criteria for pipeline rehabilitation and replacement, and an annual testing program was developed. Santa Ana Regional Interceptor (SARI) Pipeline Site Clearing for Repairs of Reaches IV -A and IV-B, Riverside and San Bernardino, California. Santa Ana Watershed Project Authority. Project Manager. Michael Baker provided site brush clearing and grubbing services in preparation of repairs to Reaches IV - A Lower and IV-B of the SARI line network, which run through sensitive environmental habitat behind Prado Dam. Michael Baker performed the work as part of the contract for design of repairs to the entire pipeline network, which encompasses approximately five miles of 27-inch, three miles of 36-inch, and three miles of 42-inch pipe and contains unlined RCP. The design called for rehabilitation of the 27-inch pipe using the CIPP technique and repairs to the 36-inch and 42-inch sections using live -stream segmental slip - lining technique. Bonita Direct Transfer Facility Pump Station Design, San Diego County, California. City of San Diego Economic Development, Project Manager. Michael Baker is designing the Bonita Direct Transfer Facility Proposal I Page R-5 On -Call Water Resources RFP No. 19-100 I N T E R N AT 10 N AL REQUEST FOR PROPOSAL ' On -Call Water Resources Engineering Services _ (RFP N0.19-100) z r Pump Station, which will transfer up to three million gallons per day of potable water from the Sweetwater Authority to San Diego. Key design elements for this pumping facility include three vertical turbine pumps with variable -frequency drives, on -site mechanical piping, grading to raise the site above the FEMA base flood elevation, and a new building that will be designed to match the character of the surrounding community. Avalon Catherine Booster Station and Pebbly Beach Lift Station CIPs, San Diego County, California. City of Avalon. Project Manager. Michael Baker provided design and construction services for the Avalon Sewer CIP Electrical Improvements Project that consisted of upgrades to electrical infrastructure for the Catherine Booster Station and Pebbly Beach Lift Station, including City SCADA integration. The Catherine Booster Station required replacement of the existing Motor Control Center (MCC) line-up with a new MCC panel and included removal of existing MCC panel and replacement with new NEMA 4X rated MCC. The Pebbly Beach Lift Station required removal of the existing Edison Meter Switchboard and electrical distribution equipment from the vault and installing the new NEMA 4X rated meter main and distribution equipment at street level. La Jolla Scenic Drive Water & Sewer Pipeline Project, San Diego, California. City of San Diego Economic Development. Project Manager. Michael Baker served as the lead design firm for the La Jolla Scenic Drive Water and Sewer Pipeline design -build project. The project is intended to improve hydraulic capacity and system redundancy in the City's Soledad Muirlands (725). The project includes the replacement of 20,000 LF of water main pipeline. The existing 6-, 8-, Ill and 12-inch pipelines are being replaced by a 16-inch pipeline through the central part of the La Jolla community. The project includes the replacement of 1,500 feet of eight -inch sewer that is currently located in front yard easements and moved into the City right-of-way to improve City maintenance access. In addition to design, Michael Baker provided stakeholder and agency coordination, land surveying, traffic control plans, public involvement, and stormwater management. 69th and Mohawk Pump Station and Pipeline Replacement, San Diego County, California. City of San Diego Economic Development. Project Manager. Michael Baker is preparing plans, specifications, and estimates for the design of an 18 MGD pump station; 5,600 linear feet of new 24- to 30-inch welded steel water pipelines; 2,000 feet of 16-inch PVC pipeline; and 500 feet of 36-inch welded steel suction piping to the pump station. The new pump station will discharge through a new 30-inch pipeline feeding new 24-inch and 16-inch pipelines. The pump station site includes a masonry enclosure for a temporary trailer mounted emergency generator, drought tolerant landscaping, and an architectural design to blend into the residential neighborhood. Salton Sea Communities Water Main Replacement, Imperial County, California. Coachella Valley Water District. Principal/QA-QC. Responsible for providing quality control and quality assurance reviews at each milestone. Participated in early project planning and scoping. Michael Baker is supporting the replacement of four critical water main crossings under Highway 86. The new pipeline crossing will be installed using the jack and bore method and will tie into the existing pipelines on either side of Highway 86. Work also involves potholing, topographic survey/base mapping, geotechnical field investigation, Caltrans Encroachment Permit approval, and construction support services. Coronado Recycled Water Feasibility Study, Coronado, California. City of Coronado. Technical Manager. Responsible for project oversight. Michael Baker developed a comprehensive feasibility study to identify and analyze alternatives for the supply of non -potable water for irrigation of city parks and municipal golf course. Study alternatives included reclamation of sanitary waste generated on the island; single -stage, single -pass seawater desalination with open -ocean or subsurface intake; and pipeline alternatives to import recycled water from other nearby water agencies. Michael Baker developed various treatment and conveyance alternatives, performed an alternatives analysis using criteria developed jointly with city staff, and prepared a project implementation plan based on the recommended alternative. Proposal I Page R-6 On -Call Water Resources RFP No. 19-100 I N T E R N A T 10 N AL REQUEST FOR PROPOSAL p On -Call Water Resources Engineering Services (RFP N0.19-100) Dan Smith, PE Technical Peviaa=i Manage Background Mr. Smith has over 38 years of diverse engineering experience in the water/wastewater industry encompassing project management, planning and design, construction management, office and design team management, and business development. His experience spans project management and design experience covering recycled water, water and wastewater infrastructure includes feasibility and planning studies, and design/construction plans for wells, transmission and distribution pipelines, sewer collection systems, pump stations, reservoirs, pressure reducing and flow control facilities, small water/wastewater treatment process systems, and sewage lift stations YEARS OF EXPERIENCE: 38 EDUCATION: BS, Civil Engineering, University of Wisconsin LICENSES/CERTIFICATIONS: Professional Engineer, California, 1984, 37682 Relevant Experience Western Regional Trunk Sewer Rehabilitation, Orange County, California. Orange County Sanitation District. Technical Advisor. Responsible as the QA/QC reviewer for final design phase and as the technical advisor for assisting in the preparation of predesign memoranda for alternative rehabilitation methods and construction phase environmental issues. Michael Baker is providing engineering design services and is the Engineer of Record for the rehabilitation of the Orange -Western Subtrunk Sewer. The project, located in the cities of Anaheim, Buena Park and Cypress, includes: CIPP rehabilitation of 13,500 LF of the pipeline; replacement of approximately 400 LF of 21-inch VCP; the replacement of 32 manholes with new 72-inch manholes; and rehabilitation of seven manholes using a cured -in -place liner. Final design is underway, and construction is scheduled to start in late 2019. New River Phase I Improvement Services, Calexico, California. California State Water Resources Control Board, Project Manager. Michael Baker provided all project management; civil, water resources and mechanical design; environmental compliance; regulatory permitting; planning; land surveying and mapping; natural resources/ habitat planning; and other related services to address point and nonpoint sources of pollution for the New River. Innovative computational fluid dynamics and 3D modeling was performed to evaluate the functionality and potential adverse impacts of a trash screen and diversion structure designs. Extensive visual and 3D modeling was critical for stakeholder feedback during public forum meetings. Salton Sea Communities Water Main Replacement, Imperial County, California. Coachella Valley Water District. Project Manager. Responsible for preparing plans, specifications and cost estimates for the Salton Sea Communities Water Main Replacement Project, Phase 1. Michael Baker is supporting the replacement of four critical water main crossings under Highway 86. The new pipeline crossing will be installed using the jack and bore method and will tie into the existing pipelines on either side of Highway 86. Work also involves potholing, topographic survey/base mapping, geotechnical field investigation, Caltrans Encroachment Permit approval, and construction support services. Vista Village Drive Trunk Sewer Improvements Design/Build, Vista, California. TC Construction. QA/QC Engineer. Responsible as the technical advisor for assisting with alignment and trenchless issues. Performed QA/QC engineer duties for construction plans and specifications. Michael Baker was responsible for the design and construction of approximately 2,500 linear feet of new 36-inch trunk sewer, including traffic control, Caltrans Encroachment Permit for microtunneling under 1-78, environmental permitting, and sewer bypass plans. The innovative approach allows flow interception and abandonment of two pipelines within Caltrans right-of-way that were identified as high priority capacity upgrades. The Proposal I Page R-7 On -Call Water Resources RFP No. 19-100 I N TE N N AT 10 N AL REQUEST FOR PROPOSAL pI On -Call Water Resources Engineering Services �P (RFP N0. 19-100) x� '�' �• I�i�,bi project also involves sewer dump station modifications and hydraulic calculations to confirm proper operation under changed conditions. The Vista Village Drive Trunk sewer is an existing 30-inch trunk that has been identified as the second highest priority capacity project in the City's Sewer Master Plan. Upper Valle De Los Caballos Regional (UVDC) Pump Station, Temecula, California. Rancho California Water District. QA/QC. Michael Baker provided preliminary design, final design, CEQA documentation, hydrogeologic evaluation, and permit acquisition. The District owns and operates the UVDC Recharge and Recovery Facility, which is a primary source of potable water that uses two sources of recharged water: surface water released from Vail Lake, and untreated water imported from the MWD. This recharge water is loaded to five large percolation ponds. Mountain View/Hogback Reservoir, Escondido, California. City of Escondido. Technical Advisor. Responsible for reservoir site work, water/recycled water yard piping, piping abandonments, and reservoir appurtenances. Responsible as the CA/QC reviewer for plans and specifications at various submittal levels. Michael Baker was responsible for the design of specific facilities as part of the Reclaimed Water and Blended Reverse Osmosis (RO) Line Design from Washington Street to Mountain View/Hogback Reservoir Project. The work effort involved preliminary and final engineering design, agency coordination, surveying, permitting, geotechnical investigation, cathodic protection, site layout and design, surveying, mapping and easements, and SCADA design. Division Box Replacement, Coachella Valley, California. Coachella Valley Water District. Program Manager. Michael Baker is preparing preliminary and final plans, specifications, and cost estimates to replace existing concrete division box stands at locations along the Irrigation Lateral 123.45. Lateral 1.3 includes realigning of 72-inch steel cylinder pipe along with realignment of 54- and 60-inch reinforced concrete pipe (RCP). Lateral 2.2 includes replacement of existing division box and realignment of 60-inch RCP. Work also includes potholing, topographic surveying, right-of-way services, mapping, structural engineering, electrical engineering, local agency permitting, geotechnical field work, and construction support services. Eastern Service Area Secondary Connection Project, San Diego County, California. Padre Dam Municipal Water District. Project Engineer. Acted as the construction support services engineer for submittals, RFls, and field issues. Michael Baker provided civil engineering and design services for the Eastern Service Area Secondary Connection Project (ESASCP). Michael Baker prepared a preliminary site grading contract to clear the site of cultural resources and performed final engineering design of a new 20-inch supply pipeline, 20-inch discharge pipeline (with 1-8 tunnel crossing), 1.75 MGD circular pre- stressed concrete forebay reservoir, 12 MGD pump station, 9 MGD flow control facility (FCF), standby generator, instrumentation and controls, and SCADA improvements. Work also included a surge analysis, corrosion control, geotechnical engineering investigation, and permitting with the San Diego County and Caltrans. Zone C+ Recycled Water Reservoir and Rattlesnake Complex Improvements, Orange, California.* Irvine Ranch Water District. Project manager in charge for the design of a 2.4 MG prestressed concrete recycled water reservoir and related piping. A primary component of the preliminary design included Master Planning the existing site to accommodate the new reservoir and two future pump stations on an 8-acre site that had an existing 5.0 MG reservoir and a pump station already on -site. Other project components were 42" inlet and outlet pipes, strainer facilities, flow control facilities, tank drain improvements, air gap facility, and new access roads. Project also included various piping and valve removals and replacements at the Rattlesnake Complex to facilitate the conversion from untreated water to recycled water. "Experience prior to joining Michael Baker Proposal I Page R-8 On -Call Water Resources RFP No. 19-100 INTERNATIONAL j REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services =- (RFP NO.19-100) I" er frj �i It1 ( L Jerome Ruddins, CCM, QSP Constructability Re,,i Background Mr. Ruddins is responsible for managing construction managers and inspection personnel on projects of various levels of complexity and intensity. He possesses many years of construction management and inspection experience and has been responsible for the construction administration and inspection of over $2.5 billion of public works construction projects. He has worked extensively with the Caltrans Standard Specification and Construction Manual. His experience includes construction management of reservoirs, dams, water and sewer pipe lines, pump stations, lift stations, water and wastewater treatment plants, storm drains, drainage channels, public buildings, infrastructure projects, bridges, retaining walls, ball fields, concrete pavement, grading, landscaping, reinforced concrete boxes, A/C, PCC. traffic signals, and street lighting. YEARS OF EXPERIENCE: 35 EDUCATION: BS, Construction Management, California State University at Long Beach LICENSES/CERTIFICATIONS: Certified Construction Manager, 2014, 3172 Qualified SWPPP Practitioner (QSP), California, 2011, 21030 Hazardous Waste Operations and Emergency Response, 2015,14461134 Relevant Experience OSHA 30-Hour Construction Outreach Training, 2008 Well Automation and Rehabilitation Project, Costa Mesa, California. Mesa Water District. Principal -in -Charge. Michael Bakerwas selected to provide construction management services for this comprehensive upgrade of all five District clear water well sites. The wells provide 70% of the District's water supply. Key project elements include well rehabilitation, pump replacement, general electrical equipment replacement, new emergency generators, construction of new chemical storage and feed systems area, replacement of wellhead piping, instrumentation upgrades, and site security improvements. Michael Baker's duties will encompass project management, construction administration, office engineering, inspection, equipment and system testing/start-up/training, and construction close-out. SMWD Middle Chiquita Canyon Water Facilities, Orange County, California. Santa Margarita Water District. Construction Manager, Michael Baker provided preliminary and final design services for a total of approximately 23,200 linear feet (LF) of domestic and recycled water transmission mains, two 2.0 MG domestic water reservoirs, and one 4.0 MG recycled water reservoir, which serve the Rancho Mission Viejo Company's Sendero and Esencia Developments. The project also included: alternative pipeline alignment analysis for routes through environmentally sensitive areas and agricultural areas; grading phasing analysis; and coordination with the Rancho Mission Viejo Company, California Department of Public Health, San Diego Gas and Electric, and the California Department of Fish and Wildlife. Rehabilitation of College Avenue Pump Station, Costa Mesa, California. Orange County Sanitation District. Construction Manager. Michael Baker provided engineering and construction support services for the rehabilitation of the College Avenue Sewage Pump Station. The design included replacement of pumping equipment with new dry -pit submersible pumps, structural rehabilitation of the wet -pit and dry -pit, a new ventilation system, a new odor control system, a new discharge valve vault for interconnecting dual force mains, and a new concrete block building for the electrical equipment and controls. The design included replacement of pumping equipment with new submersible pumps and a new concrete block building to house the new electrical equipment and controls. Sunrise Boulevard Sewer Improvement Project, Long Beach, California. Long Beach Water Department (LBWD). Principal -in -Charge. Michael Baker provided construction management and inspection services on this project for the LBWD which involved: the construction of approximately 1,096 LF of eight -inch VCP sewer. installation of seven 48-inch manholes, re-establishment of 29 existing sewer Proposal I Page R-9 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL * R_ A ` On -Call Water Resources Engineering Services _ (RFP NO.19 100) isw ( Ait • laterals, and abandonment of existing sewer siphon. The eight -inch replacement sewer is located on Sunrise Boulevard from Atlantic Avenue to the end of cul-de-sac. Michael Baker's duties included: construction management, inspection, submittal and RFI review, change order processing. scheduling and coordinating temporary shut -downs, conducting meetings and preparing minutes, monitoring surveying and material testing, CCTV review, and record drawing preparation. 1-5/Ortega Highway Interchange Pipeline Relocation, San Juan Capistrano, California. City of San Juan Capistrano. Principal -In -Charge. Michael Baker provided construction management and inspection services on a pipeline replacement project, which included installation of 3,611 linear feet of 12-inch PVC pipe and 700 linear feet of 12-inch CML&C pipe constructed in the 1-5 bridge; abandonment and relocation of water lines, services and appurtenances; and the removal of ACP. Michael Baker's duties included project management; contract administration; construction management; construction inspection; scheduling; public relations; monitoring the Contractor's traffic control and safety plans; monitoring environmental compliance, surveying, soils and material testing, and welding testing; and testing and startup. Bellflower High Capacity Well, Bellflower, California. City of Bellflower. Construction Supervisor. Responsible for construction management. Michael Baker prepared a preliminary design report and provided final engineering design and construction management and inspection services for the well drilling and equipping of the city's new high -capacity groundwater well. The well is designed to produce 3,500 gallons per minute of high -quality groundwater to replace a large portion of the city's water supplies. Electrical design services included a motor control center, a variable -frequency drive for the well pump, interior and exterior lighting, an automatic transfer switch, and an emergency diesel -fueled generator. Control design included preparation of process and instrumentation diagrams and specification of control components to provide consistency with control components installed in existing city facilities. Michael Baker was also instrumental in the testing and start-up of the well. Large Valve Replacement Project (WD-22-09), Long Beach, California. Long Beach Water Department, Project Manager. Michael Baker was selected by the LBWD to provide construction management and inspection services for this project which involved replacing two large valves along Stearns Street, one at Redondo Avenue, and one at Lakewood Boulevard. The work included: installing 30-inch butterfly and gate valves, fittings, couplings, connections, spools, chlorine injection ports, and blow - off assemblies; reconnecting existing service lines and restoring the roadway surface. Michael Baker's duties encompassed: providing construction management, inspection, and contract administration; verifying quantities and ensuring quality control; providing public relations and monitoring the contractor's safety program; coordinating survey and material testing; scheduling and coordinating shut -downs and tie- ins; conducting bi-weekly meetings and preparing minutes; monitoring project schedules, maintaining the web -based document control repository; and preparing and processing control documents such as RFI's, submittals, work change directives, progress payments, change orders, daily construction reports, digital photos, and the final punch list. Proposal I Page R-10 On -Call Water Resources RFP No. 19-100 INTERNATIONAL A- REQUEST FOR PROPOSAL P On -Call Water Resources Engineering Services t_,, (RFP N0. 19-100) 7 r� a i, Troy Edwards, PE Hydraulic Modeler:,; Task Lead, System Rehabilitation YEARS OF EXPERIENCE: Conditions Assessment, Water Mains, Storage/Structural, 6 Wells EDUCATION: Background MS, Civil Engineering, Mr. Edwards is experienced in the planning, analysis, and design of University of California, Irvine municipal water facilities. He has been involved in numerous distribution BSCE, Civil Engineering, Water and transmission main projects for a broad range of diameters, site Resources, University of conditions, and pipe materials. Mr. Edwards also has experience with California, Irvine hydraulic analysis, master planning, and water supply assessments. LICENSES/CERTIFICATIONS: Relevant Experience Professional Engineer - Civil, OC-44 Pipeline Rehabilitation/Replacement Project, Orange California, 2017, 87425 County, California. Mesa Water District. Designer. Responsible for CADD design. Mesa Water District recently selected Michael Baker to complete a rehabilitation/replacement evaluation and cathodic protection study for the OC-44 Pipeline. The OC-44 pipeline runs approximately 8.6 miles through Orange County. Michael Baker will provide a comprehensive plan to investigate the condition of the existing pipeline, evaluate repair and/or replacement strategies, and identify permitting and follow-on technical studies required to implement the recommended strategy. Baker Regional Water Treatment Plant, Lake Forest, California. Irvine Ranch Water District. Designer. Responsible for CADD design. Michael Baker was the lead consultant for the Baker Regional Water Treatment Plan (BRWTP). For a number of years, water agencies in South Orange County have investigated alternatives for improving both water supply and water system reliability. These agencies determined that a local treatment plant utilizing untreated surface water from Metropolitan Water District as its source of supply would be the preferred alternative. Michael Baker provided preliminary and final design services for the BRWTP. Tesoro Water Facilities, Orange County, California. Santa Margarita Water District. Civil Associate. Michael Baker provided design for 23,000 feet of 24-inch domestic water and 20-inch recycled water transmission mains. Pipeline alignments and associated grading were evaluated along with appurtenances and cathodic protection facilities. Design was also provided for one 3.0-MG domestic water reservoir and one 2.0-MG recycled water reservoir on a combined site. The project also required relocation of a portion of the 18-inch Coto de Caza Trunk Sewer and development of a phasing plan to maintain sewer flows at all times. La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western Municipal Water District. Project Engineer. Michael Baker provided engineering and design services forthe La Sierra Pipeline and Pumping Station Project, and is currently providing construction engineering support services. The client provides drinking water to customers located within a 510-square mile district of western Riverside County. Water resources include treated surface water and treated groundwater. The surface water is imported from Northern California and treated at the Mills water treatment plant. The local groundwater is treated at the Chino II Desalter and the Arlington Desalter. Michael Baker assisted in designing facilities to transfer treated groundwater to a residential area of the district where customers are currently receiving water from the Mills water treatment plant only, including a new 1.5 MG concrete reservoir and a high-pressure pumping station. When completed, the facilities will allow the client to transfer up to 20 cubic feet per second of treated groundwater from the desalination plants to the area. The work included P&ID development, SCADA, and electrical distribution and controls design. Proposal I Page R-11 On -Call Water Resources RFP No. 19-100 1 N T E R N A T 1 0 N AL REQUEST FOR PROPOSAL-� p On -Call Water Resources Engineering Services (RFP NO.19-100) . Creekside Well (GFR Well No. 2) Wellhead Facilities and Pipeline, Dana Point, California. South Coast Water District. Designer. Responsible for CADD design. Michael Baker is currently providing well and pipeline design services for a new South Coast Water District production well in Creekside Park, within the City of Dana Point. The new well, which is proposed to augment the supply of brackish groundwater to its existing reverse -osmosis GRF, will be drilled and equipped within a challenging 3,700-square-foot area located adjacent to park facilities, San Juan Creek, and other existing utilities running through the well site, requiring various setback considerations during preliminary design. In addition to providing design services and permitting support for the construction and equipping of the Creekside well, Michael Baker is also tasked to design approximately 1,200 feet of 10-inch-diameter raw water pipeline, including a 300- foot segment along the Stonehill Bridge, across the San Juan Creek. SMWD Middle Chiquita Canyon Water Facilities, Orange County, California. Santa Margarita Water District, Designer. Responsible for CADD design. Michael Baker provided preliminary and final design services for a total of approximately 23,200 linear feet (LF) of domestic and recycled water transmission mains, two 2.0 MG domestic water reservoirs, and one 4.0 MG recycled water reservoir, which serve the Rancho Mission Viejo Company's Sendero and Esencia Developments. The project also included: alternative pipeline alignment analysis for routes through environmentally sensitive areas and agricultural areas; grading phasing analysis; and coordination with the Rancho Mission Viejo Company, California Department of Public Health, San Diego Gas and Electric, and the California Department of Fish and Wildlife. Rio Vista Valve #2 (RV-2) Vault Modifications, Santa Clarita, California. Santa Clarita Valley Water Agency. Project Engineer. Michael Baker provided engineering services for replacement of the RV-2, a 72-inch diameter butterfly valve located on the primary transmission main. CLWA determined that after approximately 15 years in service, the valve needed to be replaced because the valve seat was damaged and the valve did not fully seal. CLWA also needed to identify the probable cause of the damage to the valve to prevent the damage from reoccurring. Michael Baker conducted a detailed analysis of existing conditions and operational data, including various site investigations and a detailed system hydraulic analysis, to determine the cause of damage to the valve; identified and evaluated project alternatives for replacing the 72-inch diameter valve, including different types of valves, and recommended facility improvements (e.g. modifications and/or replacement of equipment), as well as operational modifications to ensure that the valve is not damaged again. Final improvements included a new 72-inch butterfly valve, a 30-inch pressure control valve, relocation of electrical controls above grade, vault structural improvements, as well as site drainage, landscaping and parking improvements for the City of Santa Clarita's adjacent riding/hiking trail. Recycled Water Delivery System, Ontario, California. City of Ontario. Civil Associate. Michael Baker prepared PS&E for the City's new backbone recycled water distribution system. The system includes over 10 miles of recycled water PVC pipeline ranging in size from 8-inch to 24-inch diameter; a new irrigation system booster pump to irrigate the Euclid Avenue center median, a new recycled water booster pump station required to deliver recycled water from Inland Empire Utilities Agency's 1059 zone to the City's new recycled water distribution high zone; preparation of a Title 22 Supplemental Engineering Report and CEQA documentation; and bidding and construction phase engineering support. Atlantic Avenue Cast Iron Main Replacement, Long Beach, California. Long Beach Water Department. Designer. Responsible for CADD design. Michael Baker provided engineering services for approximately 10,000 linear feet of new eight -inch ductile iron pipe to replace the cast iron water main on Atlantic Avenue between the intersections with 405 Freeway/Spring Street and Pacific Coast Highway. Michael Baker's services included design, permitting, and traffic control. Proposal I Page R-12 On -Call Water Resources RFP No. 19-100 1 N T E R N A T 1 0 N AL REQUEST FOR PROPOSAL A � On -Call Water Resources Engineering Services " (RFP N0. 19-100) Safa Kamangar, PE, PMP, CCM, QSDIP, ENV SP Syste,r; ;,Iehabilitation Conditions Assessment Task Lead YEARS OF EXPERIENCE: Water Mains Task Lead, Pump Station PRV Task Lead, Wells 21 Background EDUCATION: Mr. Kamangar brings over 21 years of experience in water, wastewater, MS, Civil Engineering, and water reuse, planning, design, and construction management in University of Tehran both the private and public sectors. His previous experience includes BS, Civil Engineering, Azad design engineering, staff augmentation, on -call contract consultation, University, Iran program management, design -build owner's representative, LICENSES/CERTIFICATIONS: construction management, and resident engineering. As a design Professional Engineer, engineer, Mr. Kamangar has performed hydraulic calculations, California, 2006, C70118 mechanical design, detailed design drawings, development of Project Management specifications, site work, and field calculations. As a construction Professional (PMP), 2015, manager, he has been responsible for construction oversight, schedule 1863656 management, budget tracking, and contractor negotiations. Certified Construction Manager, Relevant Experience 2016, 6341 FY 18-19 Sewer System Rehab, Fountain Valley, California. City of Qualified SWPPP Developer Fountain Valley. Technical Advisor. Michael Baker is providing services (QSD), California, 2012, for the project consisting of rehabilitation of twenty-eight sewer 23059 segments within the City of Fountain Valley. Michael Baker evaluated Envision Sustainability different rehabilitation options, including replacement, CIPP, pipe- Professional bursting, horizontal directional drilling, and sliplining and recommended OSHA 30-Hour Construction alternatives for final design. Michael Baker prepared final construction Outreach Training documents for the project, including plans, specifications, and permits, OSHA 40-Hour HAZWOPER including several OCSD trunk connection permits, and provided Certification construction support. Confined Space Training Western Regional Trunk Sewer Rehabilitation, Orange County, California. Orange County Sanitation District. Technical Manager. Michael Baker is providing engineering design services for the rehabilitation of four sewer reaches and one pump station in Anaheim, Long Beach, Seal Beach, Cypress, Buena Park, and Los Alamitos; a total of 84,000 linear feet of sewer line. Michael Baker's services include a utility survey and research, surveying and mapping; a pipeline rehabilitation analysis; preparation of cost estimates and calculations, modeling in Civil 3D, and preparation of technical memoranda and reports, contract drawings and details, and contract specifications. Magic Mountain Pipeline Design - Phase 6, Santa Clarita, California. Santa Clarita Valley Water Agency. Project Manager. The project is part of a multi -phase pipeline project that connects the future Magic Mountain Reservoir to the future Magic Mountain Pump Station, originally divided into six phases. Phase 6 is the last segment of transmission pipeline that connects to the Phase 5 pipeline to the future Magic Mountain Reservoir within the future development known as "Mission Village" by FivePoint. Due to development phasing, the project was divided into two design packages — 6A and 6B. SCV Water retained Michael Baker to provide final design services for the entire Phase 6 segment. In the preliminary design phase of each segment, Michael Baker analyzed several different alignment alternatives in coordination with the SCV Water and FivePoint's consultants. Final design of the entire project includes the following tasks: design of 6,900-feet of 42-inch cement mortar lined and coated (CML&C) steel pipe and two-inch PVC schedule, 40 fiber optic conduit, valve vaults with 42-inch motor actuated butterfly valves, a private reservoir access road, and corrosion monitoring improvements. Proposal I Page R-13 On -Call Water Resources RFP No. 19-100 I N T E R N AT I O N AI Ilk REQUEST FOR PROPOSAL m On -Call Water Resources Engineering Services _ _ (RFP NO.19.100) ALA a ®�"►, i�� Lincoln Avenue 12" Waterline Replacement, Anaheim, California.* City ofAnaheim. Project Manager. Included installing approximately 3,000 linear feet of new 12-inch-diameter DIP water main in Lincoln Avenue between La Plaza and State College Boulevard to improve the fire flow in the portion of the City's 335 Pressure Zone. Pearson Park Recycled Water Conversion, Anaheim, California.* City of Anaheim. Project Manager. Design services as part of a Design/Build JV to provide recycled water for irrigation purposes in Pearson Park. Project included installation of 0.25-MG underground reservoir and two submersible pumps, controls, connections, and a domestic water back up connection, including coordination with parks department to be able to program pumping and irrigation times. La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western Municipal Water District. Project Manager. Michael Baker provided engineering and design services for the La Sierra Pipeline and Pumping Station Project, and is currently providing construction engineering support services. The client provides drinking water to customers located within a 510-square mile district of western Riverside County. Water resources include treated surface water and treated groundwater. The surface water is imported from Northern California and treated at the Mills water treatment plant. The local groundwater is treated at the Chino II Desalter and the Arlington Desalter. Michael Baker assisted in designing facilities to transfer treated groundwater to a residential area of the district where customers are currently receiving water from the Mills water treatment plant only, including a new 1.5 MG concrete reservoir and a high-pressure pumping station. When completed, the facilities will allow the client to transfer up to 20 cubic feet per second of treated groundwater from the desalination plants to the area. The work included P&ID development, SCADA, and electrical distribution and controls design. Downey Wells, Downey, California. Geoscience. Technical Manager. As part of a consultant team, Michael Baker provided engineering services for the design, installation, and equipping of two new groundwater wells for the city's water system. The project began with a comprehensive geohydrological, engineering, and hydraulic assessment of six alternative well sites. This assessment addressed site - specific needs, evaluated site suitability for well construction and operation, and identified required off -site pipeline facilities. Michael Baker's subsequent tasks included ensuring environmental and regulatory permitting compliance, preparing a preliminary design report, developing design plans and technical specifications for the equipping of both wells, and providing engineering support, construction coordination, and inspection services during construction. La Paz/Moulton PW System Configuration.* Moulton Niguel Water District. Project Manager for the preliminary and final design of the construction of approximately 1500-feet of 12-inch potable water main along Moulton Parkway and La Paz Road and their connections to the existing system as well as abandonment of the existing pressure reducing station and water lines. The improvements will combine the water and fire systems and provide point of connections at the driveway right-of-way at the end of the commercial property for future connections to the District's 450-zone water. Antonio Parkway Forcemain Alignment.* Santa Margarita Water District. Project Director for the preparation of a Preliminary Design Report. The PDR addressed the realignment of a 24" ductile iron forcemain in the City of Rancho Santa Margarita. The alignment being studied consisted of adding several thousand feet of length to the forcemain that would be routed across a bridge, along an existing park (baseball fields, skate park and dog park), to a point of connection to an existing 24" forcemain on the eastern side of a creek. Services included developing a revised system curve/pump curve analysis, identifying changes to pumping head due to increased forcemain length, address forcemain diameter, preparation of a preliminary cost estimate and conceptual construction drawings, and preparation of a technical memorandum summarizing the engineering evaluation of the forcemain realignment. *Experience prior to joining Michael Baker EMMMM Proposal I Page R-14 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services _F (RFP NO.19.100) Sal Sheikh, PE Storage/Structurai YEARS OF EXPERIENCE: Background 45 Mr. Sheikh has over 40 years of experience related to water resources, EDUCATION: public works, transportation, and environmental engineering for public MS, Civil Engineering / and private sectors. Projects include water and wastewater treatment Structures, University of plants, reservoirs, pump stations, lift stations, well facilities, culverts and Michigan at Ann Arbor encasements, soundwalls and retaining walls, flood control channels, BS, Civil Engineering, and bridges. Serving as the Quality Control Engineer for various University of Karachi Pakistan projects, Mr. Sheikh has provided consistent plans and specifications, LICENSES/CERTIFICATIONS: checked design and quantities, and ensured the contract documents Professional Engineer -Civil, cover all items of work. He is experienced in structural inspection, California, 1981, 32677 evaluation, repairs, and rehabilitation of water related facilities, as well as in inspection, repair, retrofit and rehabilitation of reservoirs and pump stations. Mr. Sheikh also served as an expert witness for a reservoir project Relevant Experience OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California. Mesa Water District. Structural Engineer, Mesa Water District recently selected Michael Baker to complete a rehabilitation/replacement evaluation and cathodic protection study for the OC-44 Pipeline. The OC-44 pipeline runs approximately 8.6 miles through Orange County. Michael Baker will provide a comprehensive plan to investigate the condition of the existing pipeline, evaluate repair and/or replacement strategies, and identify permitting and follow-on technical studies required to implement the recommended strategy. Wells 21 and 22 Wellhead Facilities and Pipelines, Tustin, California. Irvine Ranch Water District. Structural Engineer. Michael Baker was responsible for engineering services necessary to support the final design, bidding, and construction of the wellhead facilities, untreated water, product water and brine disposal pipelines. Deliverables included plans, specifications and engineers estimates of probable construction costs for each the wellhead facilities and all pipelines. Well 21 and Well 22, with capacities of 3,300 gpm and 1,600 gpm respectively, are submersible turbine pump / motor assemblies, installed within vaults, and one well is equipped with a bladder -type surge tank. Project included 7,000 ft. of 24-inch steel untreated water pipeline, 13,000 feet of 36-inch steel product water pipeline and 1,700 LF of 10-inch HDPE brine concentrate pipeline. The pipelines required jack -and -bores to cross the OCTA Metrolink train tracks, an Orange County Flood Control District channel, BNSF train tracks, a box culvert, and Peter's Canyon Channel, Michael Baker was responsible for processing Orange County Flood Control encroachment and discharge permits, cities of Tustin and Irvine encroachment permits, OCSD class 1 wastewater discharge and trunk sewer connection permits, SCRRA/OCTA Metrolink right of entry/crossing agreements, an OSHA tunneling permit, a Caltrans encroachment permit, and a BNSF - right of entry/crossing agreement. La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western Municipal Water District. Structural Engineer. Michael Baker provided engineering and design services for the La Sierra Pipeline and Pumping Station Project, and is currently providing construction engineering support services. The client provides drinking water to customers located within a 510-square mile district of western Riverside County. Water resources include treated surface water and treated groundwater. The surface water is imported from Northern California and treated at the Mills water treatment plant. The local groundwater is treated at the Chino II Desalter and the Arlington Desalter. Michael Baker assisted in designing facilities to transfer treated groundwater to a residential area of the district where customers are currently receiving water from the Mills water treatment plant only, including a new 1.5 MG concrete reservoir and a high-pressure pumping station. When completed, the facilities will allow the client to Proposal I Page R-15 On -Call Water Resources RFP No. 19-100 1 N T E R N Ai 10 N AL REQUEST FOR PROPOSAL t A s On -Call Water Resources Engineering Services (RPP N0.19-100) ^*'� transfer up to 20 cubic feet per second of treated groundwater from the desalination plants to the area. The work included P&ID development, SCADA, and electrical distribution and controls design. Orange County Flood Control On -Call Contract, Orange County, California. Orange County. Structural Engineer. Michael Baker provided flood control planning and engineering services to support flood control. The projects included: Orange County Flood Control Master Plan; San Diego Creek Master Plan Update; Local Drainage Manual Update, Santiago Creek Scour Analysis Plan Check; San Diego Creek Restoration Plans and Operations and Maintenance Manual; Foothill Basins Restoration Plans and Operations and Maintenance Manual; Santa Ana River Reach 9 SARI Line Protection; San Juan Creek Phases 4, 5, and 6 and Trabuco Creek Phase 8, and Edinger Channel - 3D Structural Analysis for Reinforced Concrete Box. The projects included flood control, water quality, and wildlife corridor or habitat conservation and protection. Michael Baker also provided services to obtain resource agency permits. SMWD Middle Chiquita Canyon Water Facilities, Orange County, California. Santa Margarita Water District, Structural Engineer, Michael Baker provided preliminary and final design services for a total of approximately 23,200 linear feet (LF) of domestic and recycled water transmission mains, two 2.0 million gallon (MG) domestic water reservoirs, and one 4.0 MG recycled water reservoir, which serve the Rancho Mission Viejo Company's Sendero and Esencia Developments. The project also included: alternative pipeline alignment analysis for routes through environmentally sensitive areas and agricultural areas; grading phasing analysis; and coordination with the Rancho Mission Viejo Company, California Department of Public Health, San Diego Gas and Electric, and the California Department of Fish and Wildlife. Rio Vista Valve #2 (RV-2) Vault Modifications, Santa Clarita, California. Santa Clarita Valley Water Agency. Structural Engineer. Michael Baker provided engineering services for replacement of the RV-2, a 72-inch diameter butterfly valve located on the primary transmission main. CLWA determined that after approximately 15 years in service, the valve needed to be replaced because the valve seat was damaged and the valve did not fully seal. CLWA also needed to identify the probable cause of the damage to the valve to prevent the damage from reoccurring. Michael Baker conducted a detailed analysis of existing conditions and operational data, including various site investigations and a detailed system hydraulic analysis, to determine the cause of damage to the valve; identified and evaluated project alternatives for replacing the 72-inch diameter valve, including different types of valves, and recommended facility improvements (e.g. modifications and/or replacement of equipment), as well as operational modifications to ensure that the valve is not damaged again. Final improvements included a new 72-inch butterfly valve, a 30-inch pressure control valve, relocation of electrical controls above grade, vault structural improvements, as well as site drainage, landscaping and parking improvements for the City of Santa Clarita's adjacent riding/hiking trail. Rehabilitation of College Avenue Pump Station, Costa Mesa, California. Orange County Sanitation District. Structural Designer. Michael Baker provided engineering and construction support services for the rehabilitation of the College Avenue Sewage Pump Station. The design included replacement of pumping equipment with new dry -pit submersible pumps, structural rehabilitation of the wet -pit and dry -pit, a new ventilation system, a new odor control system, a new discharge valve vault for interconnecting dual force mains, and a new concrete block building for the electrical equipment and controls. The design included replacement of pumping equipment with new submersible pumps and a new concrete block building to house the new electrical equipment and controls. Proposal I Page R-16 On -Call Water Resources RFP No. 19-100 1 N i E R N A i 10 N AL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services _ (RFP NO.19-100) Kevin Saleh, PE j ,.s is Task Lead, System Rehabilitation Conditions YEARS OF EXPERIENCE: Assessment, Water Mains, Pump Station PRV 23 Background Mr. Saleh has over two decades of experience as a civil engineer. His professional experience includes planning, design, construction management, and construction support services for a variety of public works projects, with specific areas of practice in water and wastewater. His relevant experience includes water distribution and treatment facilities, pumping facilities, treatment plant projects/processes, reservoirs, pressure reducing and surge facilities. Wastewater projects include conveyance systems, pumping stations, and treatment plant projects and processes. EDUCATION: BSc, Civil Engineering, University of Tabriz LICENSE SIC E RTI F I C AT I O N S: Professional Engineer - Civil, California, 2019, 90535 Relevant Experience Equipping of Well No. 58. Orange County, California.* City of Anaheim. Project Engineer. Mr. Saleh was responsible for design of equipping of Well 58 with a 4,000 gpm pump, site improvements, well discharge transmission line, tie-in to the existing well collection line, pump to waste line, and site drainage system as well as design of perimeter walls and gates. 8-inch and 6-inch Water Main Replacement in Westford Street, Ardmore Street and Calle del Norte Street, Orange County, California.* City of Anaheim. Project Manager. Responsible for design and preparation of construction bid documents for abandonment and replacement of existing, aging 4-inch and 8-inch DIP with new 6-inch and 8-inch PVC C-900 including water services and located in Westford, Ardmore and Calle del Norte streets. Hidden Canyon Pump Station Upgrades. Orange County, California.* City of Anaheim. Project Engineer/Construction Management. Mr. Saleh was responsible for preparation of Preliminary Design Report, site, landscaping, and mechanical design of Hidden Canyon Pump Station expansion including design of new vertical turbine pumps and piping for upgrading of Zone 1120 pumping capacity to 4,000 gpm and replacement of Zone 1320 horizontal split case pumps, design of observation manhole and measuring instruments, existing building modifications, 750kw generator and generator building, fuel tank enclosure, and pressure relief station for Zone 1320 and a pressure reducing/pressure sustaining station for Zone 1120.He also was responsible for engineering services during construction of Hidden Canyon Pump Station including reviewing submittals, responding to RFIs, and attending in bi-weekly construction progress meetings with the City representatives and the contractor. Downtown Anaheim Recycled Water Expansion Design -Build Project. Orange County, California.* City of Anaheim. Project Manager. Responsible for design for the design -build effort in conjunction with Arnaz Engineering for a new pump and tank system to replace the existing irrigation pump supply system. the new system is designed to store (on -site) recycled water generated in WRDF and irrigates the Pearson Park. The new 75,000-gallon tank and pumping system is connected to the park's irrigation system. Citywide Sanitary Sewer Improvement Program (CSSIP) Group 6, Model 6, Anaheim, California. City of Anaheim. Technical Manager. Responsible for quality check and technical review of plans. The City of Anaheim identified sewer capacity deficiencies in the Model 6 area of their collection system. The City retained the professional engineering services of Michael Baker to confirm, analyze, and develop a recommended solution to mitigate the sewer system deficiencies. Project No. 2 within Group 6 of the CSSIP focused on improving the sewer collection system in Crescent Avenue, Loara Street and North Proposal I Page R-17 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSALRa 1i On -Call Water Resources Engineering Services , p (RFP NO.19.100) ® u•. N _ 4 Street. The existing sewer collection system consisted of approximately 4,300 linear feet of 8-inch, 10-inch and 12-inch gravity sewer pipeline. Lincoln Avenue Pipeline Replacement between La Plaza and State College Boulevard, Orange County, California.* City of Anaheim. Project Manager. Responsible for design of approximately 3,000 linear feet of 12-inch ductile iron pipe and abandonment of existing 8-inch and 6-inch cast iron pipes. the project included connection to existing mains, abandonment of approximately 1,300 LF of existing 6-inch CIP water main in Lincoln Avenue between Evergreen Street and State College Blvd., abandonment of approximately 1,650 LF of existing 8-inch CIP water main in Lincoln Avenue between La Plaza and Evelyn Drive, and replacement of existing fire hydrants, water service lines and meters. In addition, two looped 8- inch connections to a new townhome development located on Lorch and Evergreen Streets were designed. Western Regional Trunk Sewer Rehabilitation, Orange County, California. Orange County Sanitation District. QA/QC Engineer. Responsible for reviewing the plans and specs for quality assurance prior to submittal to the client. Michael Baker is providing engineering design services for the rehabilitation of four sewer reaches and one pump station in Anaheim, Long Beach, Seal Beach, Cypress, Buena Park, and Los Alamitos, a total of 84,000 linear feet of sewer line. Michael Baker's services include a utility survey and research; surveying and mapping; a pipeline rehabilitation analysis, preparation of cost estimates and calculations, modeling in Civil 3D; and preparation of technical memoranda and reports, contract drawings and details, and contract specifications. Recycled Water System Expansion Project, Orange County, California.* Cityof San Clemente. Project Engineer. Responsible for design of 6-inch PVC C-900 and DI pipeline, 8-inch PVC C-900 pipeline, 12- inch PVC C-900 pipeline, 16-inch DI pipeline, and 20-inch DI recycled water main in total length of 35,000 LF, including one Pressure Reducing Station, and Cathodic Protection design for DI pipelines. 2015 ASCE Orange County Chapter Sustainable Engineering Project Award Winner UCI Recycled Water Line. Orange County, California.* Irvine Ranch Water District. Project Engineer. Responsible for design, preparation of contract documents, and engineering services during construction for a new metering vault and approximately 5,700 LF of 16-inch and 12-inch pipeline in California Ave from University Drive to Theory Lane and on Academy Way and Palteson Drive from California Avenue to the Cooling Towers.of 16-inch and 12-inch recycled water pipeline for UCI cooling towers. Eastern Wells and Pipeline. Orange County, California.* City of San Juan Capistrano. Project Engineer. Mr. Saleh was responsible for the pipeline design, construction inspection and support of the project that included two raw water wells and 9,000 feet of 16-inch AWWA C905 collection pipeline between the wells and the City's Groundwater Recovery Plant. This project also included construction of pipeline in the bike path under the 1-5 Bridge crossing over San Juan Creek. Caltrans permit engineer required that the 16- inch carrier pipe be constructed inside a 24inch steel casing pipe. He was responsible for the engineering, design, and construction support of two replacement groundwater wells. The wells were both drilled in a shallow aquifer (15 to 100-ft BGS) using an adapted auger method to reduce the need for drilling fluids and increase production. Both wells utilize 75-HP electric motors to produce up to 700gpm of raw groundwater. The well facilities each include 22ft x 18ft slump stone well houses, Variable Frequency Drives, 8-inch Ductile Iron discharge lines, 4-inch PVC pump -to -waste lines, and concrete pump -to -waste cisterns. *Experience prior to joining Michael Baker Proposal I Page R-18 On -Call Water Resources RFP No. 19-100 I N T E R N R T 10 N Al REQUEST FOR PROPOSAL -- On -Call Water Resources Engineering Services _a _ (RFP N0.19-100)r Marek Przywara, PE Electrical, Instrunu, n & Control Task Lead YEARS OF EXPERIENCE: Background 35 Mr. Przywara has served as a project manager and/or electrical/controls EDUCATION: engineer on numerous water and wastewater facilities including MS, Electrical Engineering, wastewater treatment plants, pump stations, sewer stations, reservoirs, AGH University of Science & solid waste facilities, desalt plants, etc. His duties included overall Technology responsibility for engineering, project management, development and BS, Electrical Engineering, AGH design implementation, supervision and approval of documentation and University of Science & drawings, calculations and analysis, schedules, specifications, cost Technology estimates, and coordination with vendors and clients. He has provided LICENSES/CERTIFICATIONS: electrical and controls engineering and project management services for Professional Engineer - water and wastewater districts, municipalities, and utilities. Electrical, California, 1994, Relevant Experience 14537 Turnout Stations Meter Replacement, Costa Mesa, California. Mesa Water District. Electrical Engineer. Responsible for instrumentation and controls. Provided a condition assessment of the electrical and instrumentation equipment and provided rehabilitation design services. Also designed addition of new flow meters, pressure gauges, pressure transmitters and controls in Turnout Nos. TO-2, TO-4, and TO-5, and developed integration of telemetry, instrumentation and controls with MWD SCADA system. Michael Baker provided design engineering and construction phase support services for the replacement of flow meters and piping at three water import stations on the OC-44 transmission main. Work under this project included rehabilitating the existing Cla- Val control valves in each vault, replacing all piping, and installing electromagnetic flow meters. Avalon Catherine Booster Station and Pebbly Beach Lift Station CIPs, San Diego County, California. City of Avalon. Electrical Engineer. Provided design and construction services that consisted of upgrades to electrical infrastructure for the CBS and PBLS, including city SCADA integration. Michael Baker provided design and construction services forthe Avalon Sewer CIP Electrical Improvements Project that consisted of upgrades to electrical infrastructure for the Catherine Booster Station and Pebbly Beach Lift Station, including City SCADA integration. The Catherine Booster Station required replacement of the existing Motor Control Center (MCC) line-up with a new MCC panel and included removal of existing MCC panel and replacement with new NEMA 4X rated MCC. The Pebbly Beach Lift Station required removal of the existing Edison Meter Switchboard and electrical distribution equipment from the vault and installing the new NEMA 4X rated meter main and distribution equipment at street level. Rio Vista Water Treatment Plant Clearwell No. 1 Improvements, Santa Clarita, California. Santa Clarita Valley Water Agency. Electrical Engineer. Provided electrical engineering and design services including a new 480V three phase power distribution system, electrical cabinets, power and lighting plans as well as instrumentation and controls. The instrumentation and controls were integrated with the City's SCADA system. Remote and local monitoring and control of the equipment was provided, including equipment status, and alarm conditions. Michael Baker provided construction management and inspection services to for the Clearwell No. 1 Improvements project, which was partially funded by a US Environmental Protection Agency Grant. The modifications to this 15-million-gallon treated water clearwell included demolition and removal of geomembrane liner, baffles, and floating cover; grading within the clearwell; installation of drain pipes, liner leakage collection pipes, concrete anchor curbs, gemembrane liner, CSPE baffles, and CSPE floating cover; installation of water quality monitoring system, site electrical, SCADA improvements, and perimeter railing; modifications to existing access platforms; and restoration of existing asphalt pavement. ITORTMIM Proposal I Page R-19 On -Call Water Resources RFP No. 19-100 I N T E R N AT I O N RE REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services _ - (RFP NO.19.100) Reliability High -Lift Pump 3 Well 11, Costa Mesa, California. Mesa Water District. Project Manager/Electrical Engineering Manager. Michael Baker provided professional engineering services to evaluate the motor bearing noise, provide engineering opinion, and recommend the appropriate repair and mitigation on a T&M basis at two vertical turbine pumps. The services included performing observation of the existing pumps and motors, evaluation of existing motor and pump data, and provision of engineering opinion regarding the motor bearing noise potential source and next course of action at the High -Lift Pump #3 and Well 11 sites. Flow Control Facility Professional Services, Lake Forest, California. Irvine Ranch Water District. Electrical Technician. Responsible for the electrical construction phase. Michael Baker was selected as the lead consultant for Irvine Ranch Water District's (IRWD's) Baker Regional Water Treatment Plant (BRWTP), a 28-million-gallon-per-day treatment plant utilizing untreated water from MWD. The project included the design and construction of the OC-33 Flow Control Facility (FCF) from MWD's Santiago Lateral to provide 28 cubic feet per second of flow capacity to the BRWTP. Preliminary design of the OC-33 FCF included a detailed hydraulic analysis and evaluation of alternative valve and meter types and configurations, and extensive coordination with IRWD and MWD engineering and operations and in securing MWD design approval. La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western Municipal Water District. QA/QC. Provided QA/QC for the project design for electrical and control systems and evaluated project constructability. Michael Baker provided engineering and design services for the La Sierra Pipeline and Pumping Station Project, and is currently providing construction engineering support services. The client provides drinking water to customers located within a 510-square mile district of western Riverside County. Water resources include treated surface water and treated groundwater. The surface water is imported from Northern California and treated at the Mills water treatment plant. The local groundwater is treated at the Chino II Desalter and the Arlington Desalter. Michael Baker assisted in designing facilities to transfer treated groundwater to a residential area of the district where customers are currently receiving water from the Mills water treatment plant only, including a new 1.5 MG concrete reservoir and a high-pressure pumping station. Well Automation and Rehabilitation Project, Costa Mesa, California. Mesa Water District. QA/QC. Provided QA/QC for the project design and evaluated project constructability. Michael Baker was selected to provide construction management services for this comprehensive upgrade of all five District clear water well sites. The wells provide 70% of the District's water supply. Key project elements include well rehabilitation, pump replacement, general electrical equipment replacement, new emergency generators, construction of new chemical storage and feed systems area, replacement of wellhead piping, instrumentation upgrades, and site security improvements. Michael Baker's duties will encompass project management, construction administration, office engineering, inspection, equipment and system testing/start-up/training, and construction close-out. Baker Regional Water Treatment Plant, Lake Forest, California. Irvine Ranch Water District. Electrical Engineer. Michael Baker was the lead consultant for the Baker Regional Water Treatment Plan (BRWTP). For a number of years, water agencies in South Orange County have investigated alternatives for improving both water supply and water system reliability. These agencies determined that a local treatment plant utilizing untreated surface water from Metropolitan Water District as its source of supply would be the preferred alternative. Michael Baker provided preliminary and final design services for the BRWTP. The plant is sized for a capacity of 28 mgd and will utilize microfiltration as the primary method of treatment. Additional project components include raw water pump station; raw water pump station for Trabuco Canyon Water District; pretreatment, including chlorine dioxide and coagulant, pressurized MF membranes; UV disinfection; chloramination, backwash recovery system; solids handling facilities; DYK reservoir modifications; and product water pump station. Proposal I Page R-20 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services '-= (RFP N0. 19-100) ADDITIONAL MICHAEL BAKER TEAM MEMBERS Alex Maher, PE Hydraulic Modeling Joel Bowdan, PE Hydraulic Modeling & Transient Analysis Carlos Mendoza, PE System Rehabilitation & Hydraulic Modeling Kathleen Hong, PE Hydraulic Modeling Fabio Sanchez - Duran, PE, SE, SECB Storage/ Structural • BSCE, 2013, Civil Engineering, California State Polytechnic University, Pomona • Professional Engineer - Civil, California, 2016, 86584 • BS, Civil Engineering, Lawrence Technological University • Professional Engineer - Civil, California, 2007.71693 MBA, Business Administration, California State University at San Marcos BS, Hydrology and Water Resources, University of Arizona Graduate Studies, Civil Engineering (Water Resources/Hydraulics), San Diego State University Professional Engineer - Civil, California, 2000, 60470 • BSBA, 2015, Civil Engineering (Water Resources), University of California, Irvine • Professional Engineer - Civil, California, 2019, 90355 • BS, Civil Engineering, Pontificia Universidad Javeriana Bogota, Colombia • Professional Engineer - Civil, California, 1994, 52764 • Structural Engineer, California, 1998, 4234 • Structural Engineer, California, 2005, USA-SECB, 1437-0705 • Registered Disaster Service Worker, California, 2003, 10246 • Santa Ana River Trail - Corona, Norco, Eastvale Segment, Riverside County, California • Pipeline Rehabilitation/Replacement Project, Orange County, California • Santa Margarita Water District (SMWD) Middle Chiquita Canyon Water Facilities, Orange County, California • 69th and Mohawk Pump Station and Pipeline Replacement, San Diego County, California • As -Needed Civil Engineering Services for the Municipal Stormwater Program 2014-2019, San Diego, California • Coronado Recycled Water Feasibility Study, Coronado, California • Vista Village Drive Trunk Sewer Improvements Design/Build, City of Vista, California • As -Needed Civil Engineering Services for the Municipal Stormwater Program 2014-2019, San Diego, California • Pure Water Program - Miramar Pump Station and Pipeline, San Diego, California • Wells, Water Treatment, and Transmission Main Project, Beverly Hills, California • Hydraulic Modeling Services, Costa Mesa, California • La Sierra Pipeline and Pumping Station Project, Riverside County, California SMWD Middle Chiquita Canyon Water Facilities, Orange County, California Baker Regional Water Treatment Plant (BRWTP), Lake Forest, California La Sierra Pipeline and Pumping Station Project, Riverside County, California Proposal I Page R-21 On -Call Water Resources RFP No. 19-100 I N T E R N AT 10 N AI REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services (RFP NO.19.100) Miles Costanza, PE, LEED AP Storage/ Structural Yee Ping See, PE, LEED AP Electrical Instrumentation & Control Dean Levorsen, PE Electrical Instrumentation & Control Lance Mackie, PE, RCDD, LC, LEED AP Electrical Instrumentation & Control Matthew Gray, PE Electrical Instrumentation & Control Steve Slocum, PLS Survey/Right-of- Way Mapping • BS, 2006, Civil and Environmental Engineering, Arizona State University • Professional Engineer - Civil, California, 2017, C87843 • LEED Accredited Professional, 2008 • Professional Engineer, Arizona, 2013, 55059 • BS, 1999, Electrical Engineering, Western Michigan University • Professional Engineer - Electrical, California, 2003, 17163 • LEED Accredited Professional, 2009 • BS, Electrical Engineering, University of Utah • Professional Engineer - Electrical, California, 1985, 12178 • BS, Electrical Engineering, University of Utah • AAS, Computer Aided Drafting, ITT Technical Institute • Professional Engineer - Electrical, California, 2019, 22889 • Registered Communications Distribution Designer, Utah, 2012, 247635 • NCQLP Lighting Certified, Utah, 2003 • LEED Accredited Professional, Utah, 2006 • BSEE, Electrical Engineering, University of Utah • AAS, Aviation Electronics, Spartan School of Aeronautics • Professional Engineer - Electrical, Utah, 2016, 9715404-2202 (Also registered in CO, NV, & MA) • AA, Certificate of Surveying, Santiago Canyon College • Transportation Worker Identification Credential (TWIC), California, 2011 • Certified Party Chief, California • Wastewater Conveyance On -Call Engineering Services, Pima County, Arizona • On -Call Water Main Replacements, Phoenix, Arizona • Master Agreement for Civil Engineering Services (Water, GIS, CM). Pomona, Arizona • Baker Regional Water Treatment Plant (BRWTP), Lake Forest, California • Alton Parkway Water, Reclaimed Water, and Sewer Pipeline Design, Orange County, California • Recycled Water Delivery System, Ontario, California • Virgin River Domestic Wastewater Treatment Plant, City of Beaver Dam, Utah • Repair/Replace Chillers, Towers, and Pumps in Building 891, Hill Air Force Base, Utah • Cimarron Village Wastewater Treatment Plant Design Services, Cimarron, New Mexico • Repair/Replace Chillers, Towers, and Pumps in Building 891, Hill Air Force Base, Utah • Fuel Cell and Corrosion Control Hangar Design, Cannon Air Force Base, New Mexico • Propane Dehydrogenation Unit Industrial Waste Water Treatment Plant, Mont Belvieu, Texas 1-15 Southbound Design -Build, Salt Lake County, Utah Building 5, Bay J Renovation, Hill Air Force Base, Utah • Master Plan of Storm Drainage for North and West Santa Ana River Tributary Areas, Anaheim, California • Western Regional Trunk Sewer Rehabilitation, Orange County, California • Baker Regional Water Treatment Plant (BRWTP), Lake Forest, California. L110YProposal I Page R-22 On -Call Water Resources RFP No. 19-100 I N T E R N A 10 N FL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services.; (RFP NO.19.100) • BS, Business Administration, Colorado Bill Cox, PLS State University Survey/Right-of- • Transportation Worker Identification Way Mapping Credential (TWIC), California, 2011 • Professional Land Surveyor, California, 1992, 6673 • BS, Civil Engineering, Loyola Marymount Kieler Smith, PE, University CCM, QSD • Professional Engineer -Civil, California, Constructability 2014, 82523 Review • Qualified SWPPP Developer (QSD), California, 2014, 82523 • Certified Construction Manager, 2019 Doug Cook • BS, Management, Concordia College and University Constructability • Confined Space Training, 2011 Review • OSHA 10-Hour Construction Outreach Training • MCM, Construction Management, University of New Mexico • M.Arch, Architecture, University of New Wayne Frank, RA, Mexico PMP, LEED AP • B.Arch, Architecture, University of New BD+C Mexico • Registered Professional Architect, Architectural California, 2013, 34530 • Project Management Professional (PMP), Worldwide, 2010, 133400 • LEED Accredited Professional BD+C, USA and Canada, 2004, 55506 Joe Abdi, EIT • BS, Mechanical Engineering, California State University at Long Beach CAD • Engineer -In -Training, California, 1991, XE081582 • Master Plan of Storm Drainage for North and West Santa Ana River Tributary Areas, Anaheim, California • SMWD Middle Chiquita Canyon Water Facilities, Orange County, California • Baker Regional Water Treatment Plant (BRWTP), Lake Forest, California • Western Regional Trunk Sewer Rehabilitation, Orange County, California • Well Automation and Rehabilitation Project, Costa Mesa, California • Large Potable Water Valve Replacement (WD-25-12), Long Beach, California • Harbor Drive and Lindbergh Field Cast Iron Pipeline Replacement, San Diego, California • Harmony Grove Village Water Reclamation Plant and Lift Station, San Diego County, California • Unit AA Raw Water Pipeline Tunnel Construction Management Services, Encinitas, California • San Diego Veterans Administration Medical Center, Fourth Floor Renovation, San Diego, California • Communications Center Expansion, Fremont, California • Design -Build Upgrade of the Building 913 Hangar, Luke Air Force Base, Glendale, Arizona • Design -Build F-35A Aircraft Parts Storage Building, Nellis Air Force Base (LSV), Clark County, Nevada • Waterline Replacement Project, Yorba Linda, Anaheim, and Placentia, California • Western Regional Trunk Sewer Rehabilitation, Orange County, California • OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California I N i E P N A i 1 0 N AL Proposal I Page R-23 On -Call Water Resources RFP No. 19-100 • o REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services _ (RFP NO.19.100) Daniel Trujillo CAD Rich Roldan CAD Danny Manasse CAD April Kaiser, GISP GIS Diane Ray, GISP GIS Alan Ashimine CEQA Eddie Torres, INCE CEQA • BS, Civil Engineering, University of Southern Colorado AS, Drafting Design Technology, San Diego City College • AA, Civil Technology, Orange Coast College • BA, Geography, University of Wisconsin at Milwaukee • Certified GIS Professional, California, 2008, 00039553 • BA, Political Science, University of California, Los Angeles • AA, Political Science, Los Angeles Pierce College • Certified GIS Professional, 2010, 65161 • BA, Environmental Analysis and Design, University of California, Irvine • MS, Mechanical Engineering, University of Southern California • BS, Mechanical Engineering, University of California, Irvine • BA, Environmental Analysis and Design, University of California, Irvine • Institute of Noise Control Engineering, 2002 • Hydraulic Modeling Services, Costa Mesa, California • Western Regional Trunk Sewer Rehabilitation, Orange County, California • La Sierra Pipeline and Pumping Station Project, Riverside County, California • OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California • Coronado Recycled Water Feasibility Study, Coronado, California • Western Regional Trunk Sewer Rehabilitation, Orange County, California • Waterline Replacement Project, Yorba Linda, Anaheim, and Placentia, California • OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California • Master Plan of Storm Drainage for North and West Santa Ana River Tributary Areas, Anaheim, California • OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California • Hydraulic Modeling Services, Costa Mesa, California • Baker Regional Water Treatment Plant (BRWTP), Lake Forest, California • On -Call Water Quality Management Plan Implementation Services, Orange County, California • Downey Wells, Downey, California • OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California • Downey Wells, Downey, California • Reservoir Engineering Services, Chino Hills, California • Rehabilitation of College Avenue Pump Station, Costa Mesa, California • La Entrada Drainage and Hydrology Studies, Coachella, California • Waite Street Reservoir (1467 Pressure Zone), Lake Elsinore, California I2i1(aMTaI°F1.M Proposal I Page R-24 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services (NFP NO. 19-100) Kristen Bogue . BA, Environmental Analysis and Design, CEQA University of California, Irvine . BA, Environmental Studies, University of California, Santa Cruz Rich Beck, CEP, • Certified Environmental Professional, PWS, CPESC°, 2010, 10050455 CERP • Professional Wetland Scientist, 2011, Regulatory Permitting 2160 • Certified Professional in Erosion and Sediment Control, California, 2010, 5611 . Certified Ecological Restoration Practitioner • BA, Geography/Urban and Regional Planning, California State University at Chris Johnson, Long Beach PWS • Professional Wetland Scientist, California, Regulatory 2012, 2290 Permitting • Practitioner Rapid Assessment Method for Wetland, California, 2010 • Wetland Delineator Certification Program, California, 2008, 5459 • BS, Civil and Environmental Engineering, University of California, Los Angeles Dave Mercier, PE, • Professional Engineer -Civil, California, LEED AP, CGP 2007, 71531 ToR, IGP ToR . LEED Accredited Professional, California, SWPPP/Water 2009 • Construction General Permit Trainer of Quality Record, California, 2014 . Industrial General Permit Trainer of Record, California, 2016, 161 • BS, 2010, Civil Engineering, University of California, Irvine Andrew Sidor, PE . Certified Professional in Erosion and CPESCO, Sediment Control, California, 2013, 7560 QSD/QSP . Qualified SWPPP Practitioner (QSP), SWPPP/Water California, 2012, 24618 Quality • Qualified SWPPP Developer (QSD), California, 2012, 24618 • Professional Engineer- Civil, California, 2013, C82075 • 69th and Mohawk Pump Station and Pipeline Replacement, San Diego County, California • OC-44 Pipeline Rehabilitation/Replacement Project, Orange County, California • Reservoir Engineering Services, Chino Hills, California • Baker Regional Water Treatment Plant - Regulatory Services, Lake Forest, California • Tesoro Water Facilities, Orange County, California • Caspers Regional Park Water Line Replacement, San Juan Capistrano, California • Baker Regional Water Treatment Plant - Regulatory Services, Lake Forest, California • Trussel Well Site, Sacramento County, California • La Entrada Drainage and Hydrology Studies, Coachella, California • Stormwater Master Plan Development, Orange County, California • Stormwater Compliance Inspections and Stormwater Management Plan Development, Southern and Central California, California • As -Needed Construction Stormwater Assistance, Southern California, California • As -Needed Construction Stormwater Assistance, Southern California, California • On -Call Stormwater/NPDES Services, Riverside County, California • Laguna Woods Village Regional Drainage Improvement Project, Laguna Woods, California U&MA UMM Proposal I Page R-25 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering Services (RFP NO.19-100) Joseph Fong, PE HVAC JD Chiniaeff, CCT Corrosion Scott Jenkins, PhD CFD Modeling David Jaffe, PhD, PE, D.WRE CFD Modeling Sid Champion Financial/Funding • BSME, HVAC and Thermal Engineering, Iowa State University of Science & Technology • Professional Engineer - Mechanical, California, 1996, 029784 • Certificate, Corrosion Technology, NACE International • Certified Corrosion Technician, 1998, 5889 • Certified Coating Inspector, Level I, 2006, 13561 • Certified NACE Cathodic Protection Tester, CP1, 2001, 5889 • Certified Senior Corrosion Technologist, 2015, 5889 PhD, Oceanography, University of San Diego BS, Chemistry, Yale University • PhD, 2002, Civil and Environmental Engineering, University of California, Irvine • MS, 2002, Civil and Environmental Engineering, University of California, Irvine • MS, 1998, Physical Marine Science, University of Southern Mississippi • BA, 1994, Earth and Planetary Sciences, Johns Hopkins University • Qualified SWPPP Developer (QSD), California, 2014, C68321 • Diplomate, Water Resources Engineer, 2010, 563 • Professional Engineer, California, 2005, 68321 MA, 2008, Urban Planning, University of Southern California BA, 2000, Geography and Urban Planning, Macalester College • Design -Build Emergency Generator Building, Wake Island Airfield (AWK), Wake Island • Building 225 Engineering Survey, Hill Air Force Base (HIF), Utah • Southern Arizona Veterans Affairs Health Care System Waterline Upgrade, Tucson, Arizona • Tesoro Water Facilities, Orange County, California • SMWD Middle Chiquita Canyon Water Facilities, Orange County, California • Pipeline Inspection Program Planning, Santa Clarita, California • Corrosion Services SMWD, Orange County, California • Coastal Project Design Storm Guidance and Wave Runup Analysis, California • Huntington Beach Desalination Project, Huntington Beach, California • Hydrodynamic Modeling for Desalination Projects, Various Locations' • As -Needed Civil Engineering Services for the Municipal Stormwater Program 2014-2019, San Diego. California • Lincoln Boulevard Multimodal Improvements, Los Angeles, California • Arroyo Seco Canyon Project Diversion Hydraulics, Sediment Transport, and Groundwater Analysis, Pasadena, California • As -Needed Civil Engineering Services for the Municipal Stormwater Program 2014-2019, San Diego, California • On -Call Planning Services, Eastvale, California • Lakeland Village Community Planning, Riverside County, California h5rc IML-20 Proposal I Page R-26 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL On -Call Water Resources Engineering (RFP NO.19-100) • MA, 1978, Environmental Policy and Management, University of California, Dino Serafina Riverside Financial/Funding • BS, 1976, Resource Economics, University of California, Riverside • Professional Engineer -Civil, California, 1993, 51164 'Experience prior to Michael Baker SUBCONSULTANT TEAM MEMBERS AESCO Adam Chamaa, PE, GE Geotechnical Russell Scharlin, GE Geotechnical • MS Civil Engineering, Geotechnical and Highway Design; Louisiana Technical University, Ruston, LA, 1985 • BS, Civil Engineering, Louisiana Technical University, Ruston, Louisiana, 1982 • California No. C53992 (Civil) • California No. C2784 (Geotechnical) • Nevada No. 022245 (Civil) • MS, Civil Engineering (Geotechnical), University of California at Davis, 1971 • BS, Civil Engineering, University of California at Davis, 1970 • Geotechnical Engineer, State of California • Civil Engineer, State of California • 40-hour Health and Safety Training Hushmand Associates Ben Hushmand, PhD, PE Geotechnical PhD Civil (Geotechnical & Earthquake) Engineering, California Institute of Technology (Caltech), 1984 MS, Civil Engineering, California Institute of Technology, 1978 • BS, Structural Engineering, Sharif Univ. of Technology, Tehran, Iran, 1977 • Civil Engineer, CA No. C44777 • 40-Hour OSHA Trained, 29 CFR • 1910.120 (e)(2)/8 CCR 5192 • Radiation Safety and Use of Nuclear Gauges Certificate • Imperial Water & Sewer Rate Study, Imperial, California • Public Facilities Finance Plan for the 2030 General Plan Update, Chico, California • Wastewater Treatment Plant • Center Street Urban Greening -City of Santa Ana • Center Street Urban Greening -City of Santa Ana • Lenain Water Treatment Plant Modifications -City of Anaheim • Vista Village Drive Trunk Sewer • Springdale Reservoir — City of Huntington Beach • Sewer Lift Station Replacement Project, Algonquin Lift Station No. 1C —City of Huntington Beach • Warner Avenue Gravity Sewer Lift Station C — City of Huntington Beach • Casa Loma Siphon No. 1 Fault Crossing Project, Casa Loma, California • Moulton Niguel Water District Plant 3A - Geotechnical Distress Investigation for Settlement Mitigation, Mission Viejo, California • Expert Review of LADWP Water System Pipeline Breaks during Summer of 2009, Los Angeles, California LUIMUM Proposal I Page R-27 On -Call Water Resources RFP No. 19-100 INTERNATIONAL L REQUEST FOR PROPOSAL On -Call Water Resources Engineering Sery (RFP NO.19-100) _ Ernesto Vicente, PhD, PE, GE Geotechnical • PhD, Civil/Geotechnical Engineering, Rensselaer Polytechnic Institute, Troy, New York, 1983 • MS Civil/Geotechnical Engineering, Rensselaer Polytechnic Institute, Troy, New York, 1978 • Hydroelectric Developments Diploma, Universidad Nacional, Buenos Aires, Argentina, 1973 • Geotechnical Engineer, California No. G2302 • Civil Engineer, California No. C46895 Boudreau Pipeline Corporation Jim Mihld Potholing/Utility Location • Engineers (NACE) International, 2003 • OSHA's 19CFR 1910.146 permit required confined space compliance Traffic Control Engineering David Kuan, PE Traffic MS Transportation Engineering, University of California at Berkeley BS, Civil Engineering, University of California at Irvine Professional Traffic Engineer JR 1429) Professional Civil Engineer (C 57387), CA Thomas Harder and Company Thomas E. Harder, PG, CHG Hydrogeology Jim Van de Water, PG, CHG Hydrogeology • MS, Geology with Honors, Hydrogeology, California State University — Los Angeles, California • BS, Geology. California State Polytechnic University - Pomona • California Professional Geologist (No. 6512; May 1996) • Certified California Hydrogeologist (No. 588; June 1998) • MS, Hydrology and Water Resources, University of Arizona, 1989 • BS, Geology. State University of New York at Stony Brook, 1986 • California Professional Geologist (No. 6538; June 1996) • Certified California Hydrogeologist (No. 508; June 1995) • Casa Loma Siphon No. 1 Fault Crossing Project, Casa Loma, California • Moulton Niguel Water District Plant 3A - Geotechnical Distress Investigation for Settlement Mitigation, Mission Viejo, California • PCCP Rehabilitation Project (Sepulveda Feeder), California • New Ocean Outfall and Tunnel, Feasibility Studies, County of Los Angeles, California- • City of Fullerton Water Improvement (Loma Alta). • Hawthorne Boulevard and Residential Area Water Main Replacement, (1-153). • Zone 3-4 Booster Pump Station, Irvine Ranch Water District (IRWD). • Macarthur Boulevard Street Rehab., Bristol Street to Flower Street, Santa Ana, California • Katella Avenue Widening Project at State College Boulevard, Anaheim, California • Anaheim Hills Road, Sewer Main Construction, Anaheim, California • Chino Desalter Well Field Design and Construction • Mojave Water Agency's Regional Recharge and Recovery Project • Construction and Testing of Municipal Production Wells, California, Arizona and Mexico • Well Rehabilitation Projects, Southern California • Groundwater Flow Model of Kern Fan Area, Bakersfield, California • Groundwater Flow Model of Tule Basin, Tulare County, CA • Groundwater Recharge Analysis, Orange County, California • Groundwater Flow Model, Beaumont Basin, Riverside County, California La a;z=m Proposal I Page R-28 On -Call Water Resources RFP No. 19-100 INTERNATIONAL REQUEST FOR PROPOSAL J!w On -Call Water Resources Engineering Services (RFP NO.19.100) NAME & ROLE EDUCATION Utility Systems Science & Software (US3) Mark Serres, MSEE Flow Monitoring Thomas Williams, PE, BSEE, BNSME Flow Monitoring Darlene Szczulewski, PE, QSD, LEED AP Flow Monitoring • MS, Electrical and Electronic Engineering Heriot Watt, University Edinburgh, Scotland • BS, Electrical Engineering Heriot Watt University, Edinburgh, Scotland • BSEE, Electrical Engineering Indiana University - Purdue University Fort Wayne • BSME, Manufacturing Engineering Indiana University - Purdue University Fort Wayne . BS Environmental Engineering, San Diego State University • OCSD Wastewater Monitoring and Water Quality Sampling, Orange County, California • Wastewater Monitoring and Water Quality Sampling, City of Santa Barbara, California • City Wastewater Monitoring and Sewer Planning, Culver City, Califomia • Wastewater Monitoring and Water Quality Sampling, City of Santa Barbara, California • Wastewater Monitoring and Sewer Planning, City of Culver City, California • Sewer Planning and Wastewater Monitoring, City of Laguna Beach, California • OCSD Wastewater Monitoring and Water Quality Sampling, Orange County, California. • City of Riverside Sewer Flow Monitoring Project • City of Santa Barbara Wastewater Monitoring and Water Quality Sampling. I N T E R N A 10 N A Proposal I Page R-29 On -Call Water Resources RFP No. 19-100 ie• _ �. � -' —. '. � r� � EXHIBIT C I N T E R N A T 1 0 N A L HOURLY RATE SCHEDULE Effective January 1, 2020 through December 31, 2020 For the City of Santa Ana RFP-19-100 OFFICE PERSONNEL $/ Hr. Principal................................................................................................................................................ $280.00 SeniorProject Manager.......................................................................................................................... 260.00 ProjectManager.....................................................................................................................................230.00 Senior Structural Engineer... ..................................................... . ... .. .. ................................................ 230.00 Senior Electrical Engineer......................... ................................. ............................................................. 220.00 StructuralEngineer................................................................................................................................. 213.00 TechnicalManager.................................................................................................................................203.00 SeniorEngineer. ................................................................. ... .. . ..... ...... .. ..................................... 183.00 Senior Planner/Senior Survey Analyst....................................................................................................183.00 ElectricalEngineer.................................................................................................................................. 181.00 LandscapeArchitect............................................................................................................................... 171.00 SeniorGIS Analyst.................................................................................................................................171.00 ProjectEngineer..................................................................................................................................... 167.00 ProjectPlanner....................................................................................................................................... 167.00 SeniorCAD Designer............ ...................................................... .... ........ ...................... .......................... 164.00 EnvironmentalSpecialist......................................................................................................................... 158.00 Assistant Engineer/Survey Analyst......................................................................................................... 158.00 GISAnalyst.............................................................................................................................................140.00 Associate Engineer/CAD Designer/Planner............................................................................................ 135.00 ProjectCoordinator................................................................................................................................. 125.00 GraphicArtist.......................................................................................................................................... 117.00 Environmental Analyst/Staff Planner......................................................................................................117.00 DesignTechnician.................................................................................................................................. 117.00 Assistant Engineer/Planner.....................................................................................................................110.00 PermitProcessor...................................................................................................................................... 98.00 EngineeringAid/Planning Aid................................................................................................................... 91.00 OfficeSupport/ Clerical.............................................................................................................................75.00 FIELD PERSONNEL 2-Person Survey Crew..........................................................................................................................$287.00 1-Person Survey Crew............................................................................................................................185.00 LicensedSurveyor..................................................................................................................................202.00 FieldSupervisor...................................................................................................................................... 191.00 CONSTRUCTION MANAGEMENT PERSONNEL Principal Construction Manager............................................................................................................$245.00 Senior Construction Manager.................................................................................................................222.00 ConstructionManager............ ..................... .............................. ........ ...................................................... 201.00 Resident Engineer/Contract Manager.....................................................................................................181.00 ConstructionInspector............................................................................................................................ 155.00 FieldOffice Engineer. .................... ........................................................................................................ 130.00 ConstructionCoordinator........................................................................................................................105.00 ContractSupport ......................................................................................................................................90.00 Note. Blueprinting, reproduction, messenger service and other direct expenses will be charged as an additional cost. Vehicle mileage will be charged as an additional cost at the IRS -approved rate.