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HomeMy WebLinkAbout25B - AGMT FOR ENGINEERING SERVICESREQUEST FOR COUNCIL ACTION CITY COUNCIL MEETING DATE: APRIL 7, 2020 TITLE: APPROVE AGREEMENTS WITH BEYAZ & PATEL, INC., RICHARD BRADY & ASSOCIATES, INC., AND TETRA TECH, INC. FOR ON -CALL ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENTS OF WATER STORAGE RESERVOIRS FOR UP TO FIVE YEARS, FOR A TOTAL AGGREGATE AMOUNT NOT TO EXCEED $625,000 (NON -GENERAL FUND) /s/ Kristine Rida CITY MANAGER RECOMMENDED ACTION CLERK OF COUNCIL USE ONLY: APPROVED ❑ As Recommended ❑ As Amended ❑ Ordinance on 111 Reading ❑ Ordinance on 2ntl Reading ❑ Implementing Resolution ❑ Set Public Hearing For CONTINUED TO �u�►uia:1�:� Authorize the City Manager to execute agreements with Beyaz & Patel, Inc., Richard Brady & Associates, Inc., and Tetra Tech, Inc. to provide on -call engineering services for the three-year period beginning April 7, 2020, and ending on April 6, 2023, with a provision for one two-year extension, for a total aggregate amount not to exceed $625,000 subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION On October 15, 2019, the Public Works Agency issued Request for Proposal (RFP) 19-105 for consultants to provide on -call engineering services for seismic and structural assessments of water storage reservoirs. The chosen firm(s) will perform highly technical and specialized engineering work in evaluating the City's seven concrete water reservoirs. This work will include assessing seismic resiliency, structural integrity, corrosion, security, and general condition of the reservoirs. The RFP was advertised on the City's online bid management and publication system, with bids due on November 14, 2019. Fifty-one vendors downloaded the project documents. Seven proposals were received and evaluated by a selection committee based on criteria as outlined in the RFP. Listed below are the responding firms and their ranking: 25B-1 Approve Agreements for On -Call Engineering Services for Seismic and Structural Assessments of Water Storage Reservoirs April 7, 2020 Page 2 Firm Score Tetra Tech, Inc. 92.25 Beyaz & Patel, Inc. 91 Richard Brady & Associates, Inc. 90.75 Walter P. Moore and Associates, Inc. 86.5 Owen Group 77.25 Cordoba 73.75 Cannon 169 In accordance with the RFP, staff recommends awarding contracts to Beyaz & Patel, Inc., Richard Brady & Associates, Inc. and Tetra Tech, Inc. (Exhibits 1 through 3). Each proposal demonstrated a high technical competency and experience performing similar services. The proposals contained a clear path toward achieving City goals and objectives as required by the RFP. STRATEGIC PLAN ALIGNMENT Approval of this item supports the City's efforts to meet Goal #6 - Community Facilities & Infrastructure, Objective #1 (establish and maintain a Community Investment Plan for all City assets), Strategy C (invest resources and technology to extend the service life of existing infrastructure to protect the City's investment and support a high quality of life standard). ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funds are available for expenditure in FY 2019-2020 in the Water Administration Engineering, Contractual Services -Professional Account (No. 06017645-62300), and will be included in proposed budgets for expenditure in future fiscal years according to the terms of the contracts. Exhibits: 1. Agreement with Beyaz & Patel, Inc. 2. Agreement with Richard Brady & Associates, Inc. 3. Agreement with Tetra Tech, Inc. 25B-2 EXHIBIT 1 AGREEMENT TO PROVIDE ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF WATER STORAGE RESERVOIRS THIS AGREEMENT is made and entered into this 7th day of April, 2020 by and between Beyaz & Patez, Inc. ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On October 15, 2019, the City issued Request for Proposal No. 19-105, by which it sought qualified contractors to provide engineering services for the seismic and structural assessment of the City's potable water storage reservoirs. 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. 19-105. 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 TIIEREFORE, 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 At the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 19-105 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 agrees to pay, and Contractor agrees to accept as total payment for its services, under this Agreement, the rates and charges identified in Exhibit C. Contractor is one of three contractors selected to provide services on an as -needed basis under REP No. 19-105. The total compensation for services provided by all contractors selected under REP No. 19-105 shall not exceed the shared aggregate amount of $625,000 during the term of this agreement, including any extension periods. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. 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 6, 2023, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one 2-year period upon a writing executed by the City Manager and City Attorney. 4. PREVAH,ING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 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. Ifthe 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 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. (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� 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. 1►11 a 1►I y I ► 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. 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 City of Santa Ana 20 Civic Center Plaza (M-30) Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency 2 -1 City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: Beyaz & Patel, Inc. 10920 Via Frontera, Suite 210 San Diego, CA 92127 Attn: Subhash Patel 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 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. TERNIINATION 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-DISCRINIINATION 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. 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. eY y 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: Daisy Gomez Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney hn M. Funk Assistant City Attorney RECOMMENDED FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency CITY OF SANTA ANA Kristine Ridge City Manager CONTRACTOR �3eY�tz & YATE_L ItAC Name: SUB"A5" PATE-L. Title: PRc51;'�Nr B- 25fb EXHIBIT A SCOPE OF WORK INTRODUCTION AND BACKGROUND The City of Santa Ana is located in the County of Orange in Southern California. The City encompasses 27.2 square miles and a population over 343,000 people. The City of Santa Ana Public Works Agency— Water Resources Division oversees and maintains the daily operations of the Water System and Sanitary Sewer System. The City of Santa Ana's water system has an average day demand of about 43 MG with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at 5 sites, 7 MWD connections, 21 groundwater wells, 7 pump stations, 4 pressure regulating stations and utilizes 2 pressure zones Per the City's most recent Master Plan dated 2017, the City has seven locations with ground level storage tanks and one elevated storage tank. Three of the reservoirs are steel tanks and the remaining seven are concrete tanks. There are three storage tanks (reservoirs) at the John Garthe site. The following table has combined these three reservoirs at the John Garthe site to form one reservoir with an equivalent diameter to represent the total storage volume available at the site. Cambridge Concrete 1.3 1 Variable 17.2 Area Crooke Concrete 6.0 1 Variable 21 Area John Garthe Concrete 15.8 3 277 35 South Concrete 6.0 1 219 22 Walnut Concrete 7.0 1 Variable 22 Area The City is soliciting proposals from qualified professional consulting firms to provide engineering services to evaluate the concrete reservoirs only. The City shall select one firm to provide these services. The City has budgeted $625,000 in study and design funds for this purpose over a five year period. DESCRIPTION OF PROJECT The Consultant's scope of services shall include the following tasks: Task 1 - Proiect Management: The Consultant shall conduct a kickoff meeting with the City to discuss the goals and objectives for the project. At this kickoff meeting, project reporting/communication protocols will be City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-11 established, a project schedule will be provided and key issues will be discussed to establish the project guidelines. Consultant will prepare and lead all meetings and provide meetings minutes. The Consultant shall conduct at least four project team meetings throughout the project duration and include key City staff as well as key sub consultants/contractors. The Consultant shall submit an initial schedule with pertinent milestones for the major tasks involved in the Project. The schedule shall be updated monthly, or more often, as required. Task 2 — Preliminary Engineering Services: It will be incumbent upon the Consultant to find and review all records, including, but not limited to the previously referenced "as -built" drawings and the most recent dive reports, if any. The Consultant shall also conduct interviews with appropriate City engineering and operations staff. City staff will assist in the records search as time permits. Task 3 — Field Inspection Services The Consultant shall provide all labor, equipment, materials and incidentals necessary to perform inspection of the interior and exterior of the existing reservoirs, including reservoir appurtenances. Investigation will include exterior observation of above grade walls, roof and appurtenances, may require the exposing of the existing pre -stressing, where required, (Contractor or registered engineer will need to specialize in the appropriate AWWA requirements for the type of tank) and determined by visual inspection and shotcrete sounding based on areas showing signs of possible distress. Extreme care shall be taken not to damage the existing prestressing when removing any material. Any areas that are chipped will be patched within 24 hours with appropriate material. Interior inspection will include observations of the floor, walls, any exposed footings, underside of roofs, pipes, appurtenances and confirmation of as -built tank dimensions (wall height and inside diameter). Inspections will be conducted while the reservoir is drained where applicable. A separate inspection while the reservoir is in operation with water up to the maximum operational level present in the tank. The Consultant shall provide its own small boat or inflatable raft for use in entering all tanks where water is present. When entering confined spaces, the Consultant shall meet all safety requirements in accordance with Cal -OSHA, Title 8, General Industry Safety Orders, Group 16, Article 108 (Confined Space Entry), Group 26 (Diving Operations), Article 152, 153 and other applicable sections. All Consultant staff entering the reservoirs must be certified in Confined Space Entry and follow any California Department of Public Health (DPH) requirements and American Water Works Association (AWWA) standards pertaining to disinfection of personnel entering potable water reservoirs. Where diving is required, the Consultant shall meet all applicable safety requirements and DPH and AWWA standards. Conduct pH testing of the concrete in sufficient locations to make an appropriate engineering judgment of its condition. City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-12 Remove samples of sealants, joint compounds, steel pipe coatings, and any other coatings where appropriate, to determine if they contain lead, chromium or zinc in levels exceeding allowable limits addressed in Title 22 of the California Code of Regulations . Evaluate the condition of any observed concrete cracking or spalling, particularly in areas where there may be exposed rebar. Mark and photograph non -hairline cracks (wide enough to stick a dime in) using NSF 61-approved paint. Note areas in each reservoir where corrosion is evident, especially where exposed rebar is present. Determine whether existing sacrificial cathodic protection anodes in those areas are sufficient to deter corrosion. If not, make appropriate recommendations for additional cathodic protection, if warranted. As part of this investigation, the Consultant shall conduct an initial assessment of visually observable corrosion, and if warranted, perform the following tests to better define the extent of the problem and make appropriate mitigation recommendations: Electrical continuity tests using exposed reinforcing steel to record reinforcing steel -to - concrete potentials . 2. Electrical resistivity tests to determine the voltage difference between existing exposed rebar and other nearby sections of exposed rebar per ASTM C876. 3. Penetrating radar half -cell tests. 4. pH and chloride testing of spalled concrete or other samples that may be gathered if no spalled concrete samples are present. 5. For partially buried reservoirs, consider soil sampling around the tanks to determine potentials at the tank perimeter. Task 4 — Engineering Services The Consultant shall prepare a seismic, structural and corrosion and security assessment master report of the concrete reservoirs. Seismic & Structural Element: The evaluations shall be site specific and include a full review of the original design plans for each reservoir as well as take into consideration all conditions identified in Task 3. The report shall include analysis of whether or not the reservoirs meet current civil, structural and seismic design standards including ASCE 7 (Minimum Design Loads for Buildings and Other Structures), ACI 318 (Building Code Requirements for Structural Concrete), ACI 350 (Code City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-13 Requirements for Environmental Engineering Concrete Structures) and the CBC (California Building Code) as applicable to the design and/or retrofit of potable water storage reservoirs. The Consultant's analysis shall take into account all structural components including floors, walls, columns, roofs and the entire tank lid including all entry portals. Report on the condition of expansion joints and sealants. Report on the condition of all appurtenances including floats, overflow piping, inlet and outlet piping, drains, ladders, etc. Recommend locations for destructive (core samples) testing of reservoirs with applicable analysis types. Upon approval from the City, commence with testing and proper repairs for the sample being selected. If non-destructive methods of testing can be recommended as alternatives, please provide a comparison with the corresponding core sample test and the advantages and disadvantages of one test over the other. Consultant shall perform a reservoir freeboard evaluation using both the current ASCE 7 requirements and the current requirements of AWWA D110. Compute and recommend safe water level recommendations based both on freeboard equations and the structural conditions of the tank walls. Corrosion Assessment Element: Once the initial corrosion assessment has been completed and appropriate additional testing, where warranted, has been performed, the Consultant shall prepare a "repair strategy" with budget -level construction costs for mitigating existing and anticipated corrosion problems in the reservoir, which shall include a report on the conditions of the coatings protecting all steel appurtenances (e.g., inlet/outlet, overflow and drain piping, etc.). That strategy shall include appropriate recommendations for replacing coatings, replacing corroded metal appurtenances with fiberglass, polyethylene, PVC, polypropylene or FRP appurtenances, and/or adding cathodic protection as needed. Security Assessment Element: Prepare an overview assessment of reservoir tank security. This assessment shall include an overview of the adequacy of existing tank security measures including padlocks, fencing, gates, tank vents, access points, hatches, cages and cameras and shall include recommendations to upgrade due to age or foreseen failure. This assessment is not intended to provide an exhaustive and detailed evaluation of other security apparatus. Summary of Conclusions and Recommendations: The Consultant shall provide a baseline evaluation that summarizes the general condition of all the reservoirs considered in this study. The conclusions shall prioritize any deficiencies found based upon consequence of failure and likelihood of failure criteria. This shall be done on a system wide level (all reservoirs evaluated) as well as on a site specific level. Any recommended City of Santa Ana - RFP 19-1C7 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-14 repairs or retrofits shall require methods of rehabilitation, design criteria and baseline structural criteria. In the event that the Consultant finds that the reservoirs do not meet current structural and seismic codes, the following recommendations, at a minimum, shall be provided: Appropriate upgrades to bring the reservoirs into compliance, and Appropriate safe water levels and roof loads in current condition before repairs can be accomplished. The Consultant shall provide preliminary estimates for all recommended repair work with a schedule/timeline for when the repairs should occur and in the order in which they should occur. In those instances where it is not economically practical to upgrade a reservoir to meet the previously referenced codes and standards, the Consultant shall prepare: 1. A preliminary level cost opinion for replacing the storage facility. 2. A narrative on the constructability issues associated with any newly proposed storage facilities. 3. A preliminary estimated time of construction for each newly proposed storage facility. Design Element: If requested by the City, the Consultant shall provide final engineering design services for the appropriate recommended repair work from the reservoir assessments. The Consultant shall consider this element as part of the cost proposal and have the ability to provide these services. The Consultant shall provide any necessary site work, foundation design or repair elements, structural support, coatings, related mechanical or electrical work to provide a complete repair design. The Consultant's scope for this piece will generally include the following: The Consultant will provide a geotechnical report of the site where required by a licensed geotechnical engineer. The Consultant shall prepare all necessary bid documents including all civil, structural, mechanical or electrical work as required to provide a complete project. The City shall provide the boilerplate specification to the Consultant. 3. The Consultant shall manage a pre bid meeting when requested. City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-15 4. The Consultant shall provide bid support services including responses to bidder requests for information (RFI), addendums, etc. 5. The Consultant shall provide construction engineering services for review and approval of submittals, responses to RFI's, as -builds and construction meetings when requested. Task 5 — Value Added Services The Consultant is invited to identify any additional tasks, inspections, or other services that the Consultant feels should be considered as part of this scope of work. If any value added services are identified, the Consultant shall provide a description of the item as well as a cost associated with this item. The cost will not be considered part of the base fee during the evaluation of the proposals, but may be added at the City's discretion upon award of a contract. ---End of SCOPE OF WORK Section.— City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-16 z. K \� y, V f + BEYAZ & PATEL, INC Subhash Patel, PE, SE Project Manager 10920 Via Frontera, Suite 210 San Diego, CA 92127 (858)451-0374 Beyaz & Patel l u RESPONSE TO THE CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR SEISMIC AND STRUCTURAL ASSESSMENT FOR WATER STORAGE RESERVOIRS November 14, 2019 Table of Contents A. Cover Letter CL B. Statement of Agreement CL C. Firm and Team Experience I D. Understanding of Scope 3 E. Relevant Project Experience 9 F. References II Appendix I — Certifications Appendix 2 — Resumes of Team Members 25B-18 November 14, 2019 Mr. Rudy Rosas Principal Civil Engineer CITY OF SANTA ANA PUBLIC WORKS AGENCY 215 S. Center Street, Building A Santa Ana, CA 92703 SUBJECT: RESPONSE TO THE CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR SEISMIC AND STRUCTURAL ASSESSMENT FOR WATER STORAGE RESERVOIRS Dear Mr. Rosas: Thank you for the invitation to submit our proposal to evaluate the seismic and structural integrity of the City's concrete water storage reservoirs. Beyaz & Patel and our team are excited about the opportunity to work for the City of Santa Ana (the City) and principal civil engineer, Mr. Rudy Rosas on this project Our qualifications, experience, approach, project manager, and commitment to the City makes us ideally suited to deliver an outstanding project. Highlights of our proposal include: Water is our focus. For the last four decades, Beyaz & Patel, Inc. (Beyaz & Patel) —a Type-C corporation —has focused on structural design and rehabilitation of water and wastewater infrastructure in California. We are headquartered in San Diego and supported by 13 team members, including licensed professional and structural engineers, technicians, and CADD designers. Beyaz & Patel, Inc. is in concurrence with any and all provisions as contained in the standard agreement attached as Attachment 2, Standard Agreement in the Appendix of the J Experience. Beyaz & Patel has experience evaluating water reservoirs Request for Proposal. having inspected, evaluated and designed well over a hundred. Recently, as subconsultant to Dudek (our Civil team member) we completed reservoir studies and retrofit design for thirteen (13) City reservoirs for the City of Oceanside. We have primed similar projects in the past for the City of Petaluma, Palo Alto, and Sea Ranch for their City water storage systems. Our project list is extensive but the work never gets old. Other recent similar work includes a seismic assessment and design of a concrete tank the City of Redwood City that also serves as an emergency back-up water reservoir for the City's fire department; E Reservoir and Pump Station (again as a sub to Dudek, our civil team member), the Markham and Citrus II tank recoating projects for Eastern Municipal Water District; and Sand Hill Reservoir No. 2 Roof Replacement for the City of Millbrae. We have the knowledge and experience to provide a structural and seismic evaluation and analysis, make recommendations and, if required, prepare design plans and specifications to bring the City's concrete reservoirs up to the current seismic code. Our team has a thorough understanding of the federal, state, and local regulatory processes; technical standards; guidelines; ordinances; and impact to the local community required to complete this project. Responsiveness. Beyaz & Patel team has an established record of success because we will communicate often and effectively with the City. Deliverables are checked by a senior engineer for quality. Cost control and schedules are tracked by our qualified project manager. Leadership. Subhash Patel, PE, SE, President and principal structural engineer and co-author of the East Bay Municipal Water District's, Reservoir Design Guidelines, is our assigned Project Manager and primary point of contact for the Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs. Subhash has extensive experience, specifically in Southern California, providing structural engineering design and rehabilitation services for water storage, Beyaz &Patel 25B-1 9 Statement of Qualifications conveyance and treatment He will manage structural, civil, geotechnical, corrosion, inspection, materials testing, and safety, working with the City's Principal Civil Engineer, Rudy Rosas, to provide expert evaluation, recommendations, and design and construction services for the City's concrete water storage reservoirs and system. Understanding. We work and live in Southern California. Our team is comprised of engineers and consultants that specialize in water infrastructure. As such, we understand the challenges municipalities face in the management of their water systems. We understand this and environment subject to seismic and fire hazards. We understand what a safe and reliable water collection, storage and distribution system means —for us, our neighbors, our work, our food crops, and in the event of a fire emergency. The Beyaz & Patel team is dedicated to providing the City with top-notch services from kick-off to close-out. Beyaz & Patel is thrilled about the possibility of working with our expert subconsultant team members and the City of Santa Ana on this project and thank you for the opportunity to be of service. Subhash Patel, PE, SE, Project Manager, will be the primary point of contact and can be reached at (858) 451-0375 (office), (858) 735-8899 (cell) or at the San Diego office located at 10920 Via Frontera, Suite 210, San Diego, CA 92127, or by email at spate)@beyazpatel.com. Thank you for your consideration. Very Sincerely, BEYAZ &pPATEL, INC. Subhash Patel, PE, SE, President Beyaz &Patel 25B-20 Statement of Qualifications Firm Profile Beyaz & Patel (Beyaz & Patel, Inc.) brings four decades engineering Expertise experience to the City of Santa Ana on water infrastructure projects Project Management throughout California. We are leaders in the seismic and structural Structural Engineering and Design assessment of water storage reservoirs and tanks, including retrofit design • Earthquake and Seismic Evaluations and rehabilitation. Our proposal will demonstrate a track record of project • Rehabilitation management efficiency and on -time completion. Feasibility Analysis Beyaz & Patel is a structural engineering firm that has been providing water and Facility Condition Assessments wastewater services throughout California for close to four decades. We work with Value Engineering utility and municipal public works and water departments to solve structural issues and challenges such as aging infrastructure and facility expansion. Constructability Reviews • Construction Services. Why Beyaz & Patel? Our team is especially qualified to perform a seismic and structural Reservoir Services assessment to assist the City determine an optimal course to rehabilitate Preliminary studies and design reports the seven reservoirs and in which order they should be performed. Field investigations Project understanding and commitment to excellence. Our professionals are Rehabilitation of existing structures passionate about engineering —they can't help it —we love what we do. And while Crack control our team may ask a lot of questions —we return a project that will meet all Retrofit design criteria for successful implementation. Long history of successful collaboration on concrete reservoir assessment and Roof replacement or retrofit rehabilitation throughout the State of California. Structural analysis/design Comprehensive services. Water storage tanks and reservoirs are a cornerstone Seismic and hydrodynamic analysis of our practice as well as our subconsultants, including partially buried, circular • Construction cost estimates and rectangular concrete and prestressed concrete reservoirs located in seismically sensitive areas Design in accordance with Planning and Design of Water Tanks ACI 350 • Specifications The Beyaz & Patel's team has experience in providing seismic and Contract drawings structural study and design services for reservoir rehabilitation projects Buoyancy and stability analysis similar in size and scope to the City's seven concrete reservoirs. Condition assessment Beyaz & Patel has worked with the municipalities, agencies and consulting firms on potable Photo voltaic systems water reservoirs for almost forty years. We have provided project management, seismic and structural assessments, design, bid and construction support services for reservoir projects of ' Pile foundations all sizes as both the prime and as a subconsultant and have a comprehensive understanding of Value engineering the tasks and resources required to successfully complete the work outlined in the RFP. Vibration analysis Similar projects where we provided project management services as the prime include structural and seismic evaluations for six of the City of Palo Alto concrete reservoirs and a similar project for the City of Pleasanton. As a subconsultant, we provided a seismic Public Agency Experience evaluation and structural condition assessment of the all -concrete 30 MG Miramar Reservoir —a rectangular covered reservoir and most recently, the seismic evaluation and City of Oceanside rehabilitation design for 13 reservoirs for City of Oceanside. City of San Diego Vista Irrigation District Beyaz & Patel Project Team City of Los Angeles We have assembled an experienced team of experts for the City. City of Menlo Park Beyaz & Patel is proud m introduce ourselves and our team of consultants to the City to Mid -Peninsula Water District provide expert and comprehensive assessment services in the following disciplines: Continued... Beyaz & Patel 25B-21 y Statement of Qualifications I Page 1 structural, civil, corrosion and cathodic, diving investigation, geotechnical and materials testing and inspection and security. Our project manager and primary point of contact is Subhash Patel, PE, SE. He will manage our team and communicate regularly with the City, providing necessary updates regarding budget and schedule. Subhash will manage resources and staffing, having working on complex, multidisciplined projects in the past, and will communicate regularly to the City and their Project Manager, Mr. Rosas. The roles of each member of our proposed team and a summary of their qualifications for this project are described below. Resumes for each team member can be found in Appendix 3. Please see the individual team member profiles on the following pages to learn more. DUDEK Dudek has successfully planned, executed and delivered reservoir analysis and design projects for clients throughout California. Their team specializes in the analysis, design, and construction of water infrastructure, including reservoirs and pump stations. They also possess unmatched reservoir experience having completed a substantial number of reservoir rehabilitation designs that are diverse in nature. Dudek's resume includes circular and rectangular, prestressed and non -prestressed, covers of wood, concrete, or aluminum, buried or free-standing, welded steel or bolted steel, and earth -embanked and partitioned. Beyaz & Patel has provided services on Dudek projects, both past and present as the structural lead for concrete reservoirs throughout Southern California. RF Yeager Engineers RF Yeager Engineering is a Southern California based Corrosion Engineering firm established in 2004. The firm has extensive experience in Corrosivity Assessments, Corrosion Control and Cathodic Protection Designs, Corrosion Surveys, Corrosion Assessments, and Special Inspection during Construction and are highly qualified in areas of corrosion control for water and wastewater systems, pipelines, reservoirs, treatment plants, pump stations, and pressure reducing stations. All work is conducted under qualified and certified personnel. Their goal for this project is to ensure preservation of the City's existing concrete reservoir facilities and to maximize the lifespan. They have the expertise needed to recommend solutions pm the City's corrosion control issues which will save time and money. Converse Consultants The Converse Professional Group, doing business as Converse Consultants, is a consulting engineering firm that provides Geotechnical Engineering, Engineering Geology, Soils and Materials Testing and Inspection, Environmental Services, Water Resources Management and Occupational and Environmental Health and Safety Services. Their experienced and dedicated team of professional's partners with clients to provide innovative solutions since 1946. The past, present and future of this firm is grounded on the principle of providing high quality service in a timely and cost-effective manner. Triad Consulting and Systems Design Group Triad Consulting & System Design Group (Triad Consulting) is an expert security firm providing technology consulting, system and infrastructure design, along with detailed project management and construction support services. Triad Consulting conducts hands- on professional services across the nation, including California Specifically, they have provided services to the Metropolitan Water District of Southern California and others. Furthermore, the firm is an independent consultant with no vendor affiliations. Their unbiased recommendations are prepared solely to serve the best interests the City. Not a product. Dive/CORR Dive/CORR was founded over 30 years ago by Dan Gross who has performed over four thousand tank inspections, primarily in Southern California He has provided services to most water districts in the region and possesses AWWA-certification. • San Diego County Water Authority • Metropolitan Water District of Southem California • City of Escondido • City of Encinitas • Santa Clara Valley Water District Water Storage Projects • Luther Pass Pump Station Recycled Water Reservoirs for South Tahoe Public Utility Department (On -going) • Reservoir Repairs (13 Reservoirs), Phase 3 for City of Oceanside (2019) • Silver Lake Reservoir Complex Master Plan for the City of Los Angeles (2019) • "D" Street Water Tower Study and Design for the City of Madera (On -going) • San Pablo Reservoir Hypolimnion Oxygenation Study for EBMUD (2019) • E Reservoir Replacement Project for Vista Irrigation District (On -going) • Garber Tank Roof System Value Engineering Study (2018) • California Water Reservoirs Seismic Assessment and Design for City of San Carios(2018) • Highland Park Reservoir and Access Improvements for City of LA (2017) Subconsultant Water Storage Experience • 12 Reservoirs for the City of San Diego (2016) • Seismic evaluation and preliminary design for 23 reservoirs for San Bernardino Municipal Water Department (On -going) • Markham Reservoir for the Vista Irrigation District (On -going) • Reservoirs for Eastern Municipal Water District (2018) And more... 25B-22 Beyaz &Patel Statement of Qualifications I Page 2 that the team responds to the Citys requests in a timely manner and complete deliverables according to schedule. Furthermore, he will ensure that the documents we produce will receive the highest quality and technical review. He will maintain open communication with the City's Principal Engineer and staff to ensure timely coordination of activities with City operation requirements. Mr. Patel has worked on water storage systems, including the evaluation and design of steel and concrete water tanks. towers. and reservoirs. Gary is a senior structural engineer at Beyaz & Patel and will serve as Technical Advisor and provide quality assurance oversight He has more than 30 years of professional structural engineering experience focusing on water and wastewater infrastructure, including concrete and steel water tanks, open and cut reservoirs. well as other design disciplines, quality assurance and onsite inspection. His recent experience includes the Dekoven Tank for the Mid - Peninsula Water District, Sand Hill Reservoir No. 2 Roof Replacement Study and Design, and City of Oceanside Daniel has been performing diving inspections and interior reservoir inspections for the last 30+ years and completed more than four thousand tank inspections. He has an instructor rating and spotless safety record. His certifications include AWWA, ASNT Level III, confined space training, and AWS and has over 3000 hours of "in field" coating inspection. Mr. Gross is the founder of Dive/CORR of Long Beach, California. structural design, and earthquake engineering on a variety of projects, with an emphasis on water and wastewater plants, tanks, and buildings. He has extensive experience in structural evaluation, seismic review, and risk analysis, including probabilistic risk assessments. His experience includes the design of several water/wastewater tank and reservoir projects, including the Lafayette Concrete Reservoir Outlet Tower and the Prestressed Concrete Digester Tank Upgrade Neil is a professional engineer with 20 years of experience in project management, engineering, planning, design, and construction support services for water, wastewater, and water reuse systems. Mr. Harper's relevant experience includes water distribution and reservoirs, pumping facilities, and treatment facilities. Neil's most recent reservoir experience includes the seismic evaluation and preliminary design for 23 reservoirs for the San Bernardino Municipal Water Department and seismic evaluation and rehabiliation design for 13 reservoirs for City of Oceanside. Richard (Rick) is a California Registered Civil Engineer and a NACE Int'I Certified Cathodic Protection Specialist and expert in corrosion engineering, inspections, and construction support services for water corrosion control and cathodic protection system designs, corrosivity assessments, pipe and coating materials of construction, and inspection and monitoring of installed piping systems. Rick also construction inspection services for projects that have included pipelines, water reservoirs, treatments plants, and roadways. Be az & Patel 25B-23 y Statement of Qualifications I Page 3 Carlos has 25+ years of geotechnical and earthquake engineering consulting experience with the ability to develop innovative and cost-effective engineering solutions. He has experience working in water/wastewater, transportation, and energy sectors. Mr. Amante is highly experienced in the technical delivery of projects involving ground investigation, seismic -resilient design of earthworks and foundations, slope engineering, liquefaction assessment, construction quality assurance and material testing, and constructability and value engineering. Project Organization Richard is a security expert with over 34 years of experience. He served as a Deputy Federal Security Director with the Transportation Security Administration, and is thoroughly familiar with laws, mandates, and recommendation for the Department of Homeland Security along with those homeland security requirements for utilities, ports, airports, and other transportation facilities. His tenure as the Chief Security Officer (CSO) allows him to provide clients with expertise regarding security risk management, physical, personnel, privacy, and project security. The Beyaz & Patel Team has worked on projects in the past and have a proven track record of reservoir project success. Every member of our team has a minimum of 15 years' experience working on water infrastructure for municipalities and agencies in California. We will not fail to deliver —safety, reliability, and innovation —on -time and on - budget to the City. The City of Santa Ana n %� GARY HO, PE, SE SNBHASH PATEL, PE, SE i ECHNICAL ADVISER Fp OJ EIi HqN gGER RICK. WITHERS,CPP,CMAS-rI �k fEI6 ❑ARENGINEIS LEaR SEcuuNV_QNSULTANT AMA N DA COOMBS, PE CIVIL ENGINEER TECHNICAL ASSISTANCE CACD oSMU.ER ENGINEERS CONSULTANTS ,RILLING CONTAGCTOPS SPECIALISTS RICK YEAGER CORROSION CONSVLIANI RANDALL GERVIS CORROSION CONSULTANT DANIEL GROSS INTERIOR GIVE INSPECTOR Beyaz & Patel 25B-24 Statement of Qualifications I Page 4 Beyaz & Patel proposes completing this project with a team of highly qualified engineers and experts who have completed numerous concrete reservoir study and design projects for agencies throughout Southern California. The Beyaz & Patel team has a long history of collaboration on potable storage facilities in California and the design of partially buried at -grade circular, and above -grade rectangular, and trapezoidal concrete tanks. We have worked together on the City of Oceanside Reservoir Repairs, Phase 3 project and successfully completed the project on time and within budget For a list of concrete tank projects, relevant to the seismic and structural assessment of the City's concrete reservoirs, is included in Firm and Team Experience. Project Management Approach Beyaz & Patel has historically used the following integrated cost control and scheduling procedures to successfully complete projects and we believe the system aligns with the goals and objectives of the City's project. Our project manager, Subhash Patel will prepare a detailed schedule and budget for each work task and submit a project progress report to the City each month. This report will delineate any project schedule or budget variances and show the percentage of work completed by task, as well as provide outlook for work tasks expected to be accomplished in the next period. This procedure allows the project manager to properly monitor and manage projects and prevent delay. The project manager, the principal contact with the City of Santa Ana (the City), will coordinate deliverables, site visit(s) and meeting(s) to ensure that the schedule is met Given that there are no substantial changes in scope, Beyaz & Patel is committed to the on -time delivery of each task order within budget. To ensure the project remain on course, we plan to have regular conference call meetings with the City engineer, Mr. Rosas, to discuss status, progress, and resolve any technical issues. Beyaz & Patel understands the schedule is a three-year duration with the opportunity to expand to five years. We have successfully completed complex projects under similar schedules and do not envision any problems in meeting the stated goals or timelines of this project Quality Control System Beyaz & Patel maintains an active, effective Quality Assurance/Quality Control (QA/QC) program for all of its projects. Beyaz & Patel's overall quality process is based on a dedication to excellence, performance and service. It is our belief that a project with a quality program dedicated to excellence can only be achieved through open and timely communication with the client, in this case, the City, throughout the life of the project, with communication aimed at meeting the specified requirements established at the kick- off meeting. A formal internal review procedure will be completed at each project milestone and the primary goal is to check the adequacy of design concept and documents, apart from the day-to-day project team's involvement. The review will also offer constructive suggestions for improvement To achieve the objectives and provide a responsive and comprehensive reservoir assessment and design, the reservoir and site conditions must be understood and key issues must be addressed. Specific issues associated with this project include: inlet piping; roof coatings; security concerns; cracking within tanks; vaults; and inspection and construction sequencing/phasing. First and foremost, we will listen and learn from the City project manager and staff to gain a full understanding of priorities, goals, and expectations. Secondly, we identify and analyze project issues early on in the preliminary design phase and address each issue systematically. � C.P.ty :7im,.n s�<. P.a<a E,.k as a�:aPo 13 1 18� a.. 171 J(bu­d Is 3 roe 2,7 3s (iar1< m.�a. 70 1 79 a.. a Technical Approach We have put together a technical approach to work outlined in the RFP which demonstrates our understanding of the work to be accomplished. TASK I — PROJECT MANAGEMENT Beyaz & Patel 25B-25 Statement of Qualifications I Page 5 Develop detail work plan, including a detailed schedule of tasks, prepare monthly progress reports, track and monitor project budget and schedules, and provide overall quality assurance and control review. Beyaz & Patel and our team of subconsultants will meet with Key City staff for a project kick off meeting. We will review project requirements, identify milestones, and critical path items in accordance with the goals and objectives for the project. Beyaz & Patel will facilitate the meeting, prepare an agenda and distribute meeting minutes. We will prepare a schedule for the Cit f s review. The schedule will be updated as required by the project. A minimum of four (4) project meetings will be scheduled throughout the project TASK 2— PRELIMINARY ENGINEERING SERVICES Our team will collect and review pertinent record information and documents including, geotechnical reports, as -built drawings, and the most recent dive reports and may involve working with City staff upon their availability to obtain records. TASK 3.0 - FIELD SERVICES Field services will include interior and exterior inspections of the reservoirs and investigation by structural, geotechnical, corrosion, cathodic, dive inspector, security and coating consultants. The inspections will be provided by staff and team members with AWWA and confined space entry certification. 3.1.1 Corrosion and Cathodic Protection: Our team will review existing reports, as -built drawings, and dive studies to help determine the general condition of the internal concrete, particularly on the submerged reservoir walls and floor. Conduct visual inspection of each reservoir interior after the reservoir has been taken out of service, drained, and made accessible for inspection. The results of this inspection will include: a map of obviously distressed areas on each concrete reservoir; characterization of each crack, flaw, spall or rust bleed in terms of minor, moderate and significant; Conduct coating inspection/testing of internal metallic appurtenances such as inlettoutlet piping, overflow piping, etc. Additionally, a visual inspection of the metal surfaces will be conducted and pit depth measurements and ultrasonic thickness (UT) measurements will be taken (where required). 3.1.2 Where warranted, conduct additional non- destructive internal inspections. These inspections may include: concrete rebound/sounding test by way of a steel rod or ball peen hammer (ASTM D4580). Where dull sounds are found, the area will be marked out for further investigation and/or repair. 2.2 Concrete to rebar cover testing using a Rebar Detection System (Proceq Profometer or similar). This will help to determine how much of the concrete has been degraded and may need future repairs. 2.3 Isolated half -cell potential testing (ASTM 876) where feasible and at visibly distressed areas to determine areas of active embedded reinforcement corrosion. Note that this testing will require access to two or more areas of exposed rebar (to be provided by others) in order to confirm that the embedded rebar is electrically continuous. 2.4 pH testing of concrete to determine if concrete has potentially lost passivity. 3.2 Diving Inspections • The dive inspection and testing required for the concrete reservoirs assumes that the tanks will be taken out of service and cleaned for the inspection and testing. Additionally, all confined space requirements (air monitor, permits, etc.) as well as ladder, entry/access, etc. (with the exception of a raft) will be provided by the City. I. External visual inspection of the exposed shell and roof ; 2. Internal Inspection of all surfaces including the roof underside/beams/shell/floor and all appurtenances; 3. Pit depth measurements in areas of active corrosion; 4. Damage from corrosion or other sources; 5. Measurement of sediment accumulation (sample to be taken if desired); 6. General conditions with regard to health and safety; 7. Physical evaluation of the cathodic system if present; 8. Check for evidence of earthquake damage; 9. Deficiencies in relation to current safety codes; 10. Leak testing /evaluation; 11. Remove sealant sample for testing. Sample site to be patched with NSF 61 approved epoxy (Aquatapoxy); 12. Take additional measurements as required. Our team will provide: One potable water dive team; decontamination procedure and materials; all diving equipment— diving to be performed with dedicated for drinking water only dry suits; digital still cameras and underwater strobes; Color Video Cameras and lighting; We will require from the city: All keys necessary to access the site and the roof hatches; all exterior ladders required to reach the roof; raised water levels at the time of boat inspection to allow a thorough roof evaluation. 3.3 Civil and Mechanical Inspection Our civil engineering and mechanical subconsultant, Dudek will visit each reservoir site w observe and document the condition of the exposed piping, valves, expansions joints, and associated appurtenances associated with the inlet, outlet, drain, and overflow pipes between the connection m the reservoir structure and nearest isolation valve (up m 20 feet away). Piping within on -site vaults or pumping facilities is not included in this assessment. TASK 4 — ENGINEERING SERVICES Beyaz & Patel will summarize findings in a seismic, structural and corrosion and security assessment Master Report of the concrete reservoirs. This includes the following elements: Structural and Seismic Evaluation Following completion of the field investigation, Beyaz & Patel will perform the seismic analysis for each reservoir/site to identify deficiencies as reviewed against applicable codes and standard such as CBC 2019, ACI 350 and AWWA The seismic analysis for the liquid inside the tank will conform to AWWA D-100, which is based on a two degree of freedom system (2DOF). The two degree of freedom refers to the impulsive and convective components in a seismic event The impulsive component is the liquid that is constrained at the lower portion of the reservoir. The convective component is portion of liquid that is at the upper portion that sloshes. The effect of these liquids will be analyzed and the corresponding hydrodynamic stresses calculated. Peak ground accelerations (PGAs) for each reservoir site will be obtained through the location of longitude and latitude of each reservoir from Beyaz &Patel 25B-26 Statement of Qualifications I Page 6 USGS website. The obtained PGA's will be used for the reservoir seismic analysis to determine: a. Concrete wall horizontal/circumferential stresses and reinforcement b. Concrete wall vertical reinforcement/prestressing C. Seismic cable stress for circular reservoir d. Sloshing and freeboard e. Roof slab, floor slab and foundation Following the reservoir structural and seismic analysis, repair approaches for concrete roofs, exterior wall surfaces, interior wall and roof surfaces, interior columns and observed leakage will be developed. Corrosion Assessment After the initial corrosion assessment is complete and additional testing, if required, performed, prepare a Repair Strategy, including the budget level construction costs to mitigate existing and anticipated corrosion problems in the reservoir. The report will include a report on the conditions of the: • Coating protecting; • All steel appurtenances; • Inlet/outlet; • Overflow and drain piping; • Replacing coatings including corroded metal appurtenances with fiberglass; Polyethylene; PVC; Polypropylene or FRP appurtenances; and/or adding cathodic protection as needed. Security Assessment Our subconsultant Triad Consulting, will conduct a security assessment of City of Santa Ana concrete potable water reservoirs listed in the RFP document. The assessment will follow guidance provided by ASCE/AWWA Guidelines for the Physical Security of Water Utilities and ANSI/AW WA G430: Security Practices for Operations and Management Specific tasks include: Meet with City of Santa Ana Water security stakeholders to discuss the security program in place, standards, identified issues, etc.; Site survey the potable water reservoirs listed in the RFP document for adequacy of existing physical and electronic security; Upon delivery of security assessment recommendations report, Triad Consulting will discuss findings and recommendations in a debrief meeting with Santa Ana Water security stakeholders. SUMMARY REPORT Provide a summary report, presenting results of the technical analysis and preliminary studies including the following. a. Field investigation notes b. Results of diver inspections C. Preliminary plans showing. I. Record drawings annotated with locations in extents of cracks and other structural repairs 2. Site plans defining various implements envisioned for each location 3. Preliminary details of new piping, repairs m appurtenances and replacement of same where needed. d. Structural analyses and alternatives for seismic and structural retrofit requirements • e. Recommendation of any reduction of water levels and roof loads prior to repairs are accomplished f Proposed requirements for coatings and cathodic protection systems g. Recommendations for building structure and other strategies from constructability review input h. Updated project schedule, including construction phasing and durations i. Engineers Opinion of Probable Construction Costs j. If upgrade to reservoir is not economically practical, provide constructability of newly proposed storage facility and preliminary cost associated with any newly proposed facility. Provide hard copies of draft report for City review. It is assumed that City will compile its comments into a single set with any conflicting comments resolved. Beyaz & Patel will compile its comments into a tabular form and provide written responses to comments. Provide hard copies and PDF digital copy for the final report. FINAL DESIGN Geotechnical Report. Beyaz & Patel's licensed geotechnical subconsultant will conduct geotechnical reconnaissance and prepare geotechnical report where required. Plans. Prepare construction drawings for the proposed reservoir repairs. The design will include civil, mechanical and structural drawings. Annotated record drawings from the site assessments will be formulized to provide definition of types and extents of structural and crack repairs and other repair or installation work. Separate plan sets will be developed for each site/reservoir, but will be developed to facilitate combining reservoirs with like features into packages. Plans will be prepared using AutoCAD and conformed to Cit f s drafting standards. 2. Technical Specifications. Prepare technical specifications for the construction of the proposed reservoir improvements. Specifications will be prepared in CSI format. Incorporate Cit f s standards as applicable. 3. Final Cost Opinion. Prepare final detail opinion of probable construction cost for the project. Any opinion of the construction cost prepared by Beyaz & Patel represents its judgment as design professional and is supplied for the general guidance of City. 4. Design Review Submittals. Provide submittals to the City for review and comments at the 90% level of completion. Information developed during assessments and technical studies will constitute between a 30% and 50% submittal. 5. Final Submittal. After incorporation of the City review comments, prepare one (1) set of final stamped and signed originals of the construction documents. 6. Bid Phase Services. • Attend prebid conference for each phase • Respond to contractor's questions • Prepare one (1) technical addendum per phase • Assist City on the award of the contract Beyaz &Patel 25B-27 Statement of Qualifications I Page 7 7. Construction Support Services. • Respond to RFIs • Review submittals • Attend construction meetings when requested • Prepare as -built drawings TASK 5 — ADDITIONAL ENGINEERING SERVICES If requested by the City, Beyaz & Patel will provide following additional services, beyond the services included in the scope. I. Attendance to additional meetings beyond those specifically identified in the scope. 2. Environmental services, including environmental reviews, analysis or studies, permit preparation and processing, attendance to public hearings, etc. • 3. Assistance with public participation and communications, including planning and participation in public outreach programs, attendance to public meetings and workshops, etc. 4. Planning, analysis or design of additional or alternative facilities. 5. Construction phase services such as office and field engineering support, field observation, construction contract administration, change order review and processing, etc. 6. Any additional project related services not specifically included in the scope. Beyaz &Patel 25B-28 Statement of Qualifications I Page 8 Ah 20 Relevant Projects Completed in the Last Five Years The Beyaz & Patel's team has experience providing seismic and structural assessment, engineering design and construction services for concrete reservoirs projects or all sizes, elevations, and on all physical aspects such as reservoir roof replacement, reservoir replacement, modifications, and upgrades. Recent projects (within the last five years) are detailed below and the services that were provided are similar to those detailed in the RFP. We feel these projects demonstrate our team's extensive qualifications managing reservoir study and design phase services. A summary table follows with the project, staff and services that the Beyaz & Patel team has provided on similar projects. More detailed project descriptions follow and include references. MMM" Project Name and Photo City of Oceanside Greg Keppler, PE, QSD Engineering Project Manager (now with) Vista Irrigation District (760) 597-3136 BEYAZ & PATEL Subhash Patel, PE, SE Lead Structural Engineer Gary Ho, PE, SE, Senior Structural Engineer DUDEK Neil Harper, PE Project Manager After completing a condition and seismic assessment of the Morro Hill Reservoir No. I as a subconsultant to Dudek, it was determined that seismic retrofits and structural repairs were needed to minimize earthquake vulnerability and ensure the safety, security, and reliability of the City of Oceanside's water supply. Services provided by Beyaz & Patel for the Morro Hills No. I —an above ground, 5.0 MG prestressed concrete reservoir —included structural engineering analysis to define additional details specific to the site, apply site specific parameters from the geotechnical investigations, and develop design alternatives and final detailed design for structural repairs and upgrades. Analysis included structural calculations to assess the seismic resistance and code compliance and finite element analyses to optimize the structural design. Final design included a complete seismic retrofit of the reservoir. Structural deficiencies included a lack of seismic cable, circumferential hoop overstress, dome roof ring girder overstress, extensive concrete cracking on roof slab, and extensive concrete cracking on floor slab. The retrofit addressed these deficiencies by adding seismic cables to address the overturning coverings, adding to wire strands to wall and roof ring girder to mitigate hoop overstress, and repairs to the concrete cracks in the roof and floor slab. BEYAZ & PATEL City of Oceanside Subhash Patel, PE, SE Greg Keppler, PE, QSD Lead Structural Engineer Engineering Project Manager Gary Ho, PE, SE, (now with) Vista Irrigation Technical Adviser/QA District DUDEK (760) 597-3136 Neil Harper, PE Project Manager Beyaz & Patel provided structural engineering services, as subconsultant to Dudek, to the City of Oceanside under for a 3.5 MG pre -stressed concrete, 50-year-old dome structure with painted gunite covering the walls. Subhash supervised the tasks involved with the structural engineering analysis, reviewed and approved details specific to the site, reviewed site -specific parameters from the geotechnical investigations, aided in the development of design alternatives and delivered the final detailed design for seismic retrofit repairs and upgrades. Beyaz & Patel 3,.._. 25B-29 Statement of Qualifications I Page 9 �� Ah City of Menlo Park Morad Fakhral Senior Project Manager (650)330-6600 Gary Ho, PE, SE, Project Manager Subhash Patel, PE, SE Technical Advisor/QA Dr. Hui Wu, Structural Engineer 20 The Sand Hill Reservoir No. 2 Roof Replacement, Design and Engineering Services for Construction, Plans, Specifications & Cost Estimates addresses the City of Menlo Parks' decaying water storage infrastructure and helps the City increase system reliability. Beyaz & Patel, as the prime consultant, provided project management, addressed all project concerns and delivered final construction drawings, including plans, specifications and cost estimates. Gary Ho, PE, SE, City of San Carlos Lead Structural Engineer Robert Weber, PE Subhash Patel, PE, SE Project Manager Principal Structural Engineer (858) 413-2400 Dr. Hui Wu, Structural Engineer Beyaz & Patel provided the structural design for two 0.4 MG circular above -ground prestressed concrete tanks. One tank is 48 feet in diameter and 31 feet tall and the other tank is 50 feet in diameter and 31 feet tall. Vista Irrigation District Brian Smith Vista Irrigation District (760) 597-3 116 BEYAZ & PATEL Subhash Patel, PE, SE Lead Structural Engineer Gary Ho, PE, SE, Senior Structural Engineer DUDEK Neil Harper, PE Project Manager Beyaz & Patel provided structural services, under the project management of Dudek, for the design of a new 5.3 MG partially buried circular prestressed concrete reservoir, control valve and pressure reducing station vault. Work included review of the geotechnical report prepared by the geotechnical consultant; preparation of detailed structural drawings and details; determination of the structural elements of the reservoir outlet sump; preparation of the structural calculations for the project; review of the accuracy of the technical specifications provided by the client; and preparation of 30%, 90%, and 100% design drawings. During construction, on an as needed basis, reviewed structural submittals, and provided technical support and on -site construction observation services. City of Los Angeles Department of Water and Power Joseph Resong, PE Civil/Structural Design Manager (213) 367-0937 Subhash Patel, PE, SE Lead Structural Engineer Gary Ho, PE, SE, Senior Structural Engineer Dr. Hui Wu, Structural Engineer r��l Beyaz & Patel is providing structural engineering services for the seismic retrofit of the Chlorination Station roof and interior ceiling. Preliminary structural analyses showed that the roof diaphragm and interior plaster lath ceiling would be overstressed in an earthquake. The seismic evaluation is being performed to determine the structural retrofit requirements needed to protect the chlorination equipment. Beyaz & Patel 25B-30 Statement of Qualifications I Page 10 Project References from Work Completed in the Last Five Years List of agencies, past and present, for whom we have provided work similar to the identified in detail for the last five years. Appendix ATTACHMENT 3: REFERENCES List and describe fully the contracts performed by your firm which demonstrate your ability to provide the supplies, equipment or services included in the scope of the proposal specifications. Attach additional pages if required, The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Customer Name: Mann Municipal water District Contact Individual: earl Gowan Address: 220 Mellen Avenue Phone Number: (415) 945-1577 Cone Madera, CA 94925 Facsimile Number:(415) 945-1599 Contract Amount: $327,322.00 Year: 2015 Description of supplies, equipment, or services provided 4.0MG Forbes Hill Reservoir Study, PDR, and Design Reference Customer Name. Cityofoceanside Contact Individual: Greg Keppler(now with Vista Irrigation District) Address: 30C North Coast Hwy Phone Number: (760) 597-3136 Oceanside, CA 92054 Facsimile Number: {760)597-2632 Contract Amount 5284,975.00 Year: 2018 Description of supplies, equipment, or services provided: Reservoir Repairs, Phase 3 consisted of the seismic evaluation, retrofit design and construction services for 12 potable reservoirs. Reference Customer Name: Cityof Menlo Park Contact lndlvldUal: Morad Fakhral Address: 701 laurel St Phone Number: (650) 330-6763 Menlo Park, CA 94025 Facsimile Number: (6501327-5497 Contract Amount: $e2,795.00 Year: 2019 Description of supplies, equipment, or services provided'. Sand Hill Reservoir No. 2 Roof Replacement Evaluation, Analysis, and Final Design THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair Services Page 20 of 35 25B-31 Certifications Non -Collusion Non -Lobbying Non -Discrimination 25B-32 NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made 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 other 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: Signed The above Non -collusion Affidavit is part of the Proposal. BIDDERS are cautioned that making a false certification may subject the certifier to criminal prosecution. A notary public or other officer completing this /// Certificate wifies only rile identity of the certl8rnnte is aaached, and not the truthfulness, State of Califoml%accuracy, or validity of that document. County of S'll'V Subscribed and sworn to (or affirmed) before me on this day of D !( , 20 (g, by S"c3H,4s0 {(A-Tt-'- , proved to me on the basis o satisfactory evidence to be the person(¢) who appeared before me Notai Public Signature Notary Public Seal ELIZABErH L. BLOOM Notary Public - California a - San Diego County Commission R 2291507 My Comm, Expires Jul 1, 2023 City of Sa1epai32 m Eergency WatE �- epair Services Page 27 of 35 CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NON -LOBBYING CERTIFICATION The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) 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 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 this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. 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 the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. Signed: ,Q,L , Q Title: President Firm: Beyaz & Patel, Inc. Date: November 14, 2019 City of Santa Ana - RFP 19-032 Emergency Water_ and Sewer Repair Services CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NON-DISCRIMINATION CERTIFICATION The undersigned Consultant or corporate officer, during the performance of this contract, certifies as follows: 1. 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 affirmative 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. 1 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 clauses 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. City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair Services 26 B.w36 CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES 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 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 subContractor or Consultant 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. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 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 all the penalties imposed for a violation of the Chapter. Signed: ,,Q,L9...V. r.1-1 Title: President Firm: Beyaz & Patel, Inc. Date: November 14, 2019 City of Santa Ana - RFP 19-032 Emergency Water eevLerr Repair Services Resumes of Team Members Beyaz & Patel Subhash Patel, PE, SE Project Manager and Primary Contact Gary He, PE, SE Technical Advisor/QA Dr. Harry Hui Wu Structural Engineer and Secondary Point of Contact Dudek Neil Harper, PE Lead Civil Engineer Amanda Coombs, PE Civil Engineer RF Yeager Engineering Rick Yeager Lead Corrosion and Cathodic Engineer Randall Gervis Corrosion and Cathodic Engineer Triad Security Consultants Rick Withers Lead Security Consultant Dive/CORR, Inc. Daniel Gross Lead Dive Inspector 25B-37 Bey az&,Patel Subhash Patel, PE, SE Structural Engineer Education Mr. Patel has over 35+years of experience providing structural engineering services for on water and wastewater infrastructure. He has worked on water storage projects M.S., Structural throughout California, including, prestressed concrete tanks and reservoirs, pump Engineering, University stations, drainage, piping and appurtenances. He has substantial experience managing of California, Berkeley, all project phases— predesign, design, bid, and construction. As the project manager, 1972 Subhash is responsible for our entire project team. He will coordinate and B.E., Civil Engineering, communicate with the City's project manager; schedule, budget; allocate resources, University of Baroda, assess, analyze, provide input, constructability, and biddability review; manage India, 1970 construction support services; and assure all deliverables receive a thorough quality control review. Registrations Professional Record Structural Engineer, 1.0 to 5.0 MG Reservoir Repairs Phase 3, City of Oceanside, California. Managing California, No. 54233 structural engineer for condition assessment, seismic evaluation, and rehabilitation of Civil Engineer, nine prestressed concrete reservoirs and one steel reservoir ranging in size from 1.5 California, No. C53540 MG to 5.0 MG. The work in Phase 3 included site investigations, condition assessment, and seismic evaluations. The reservoirs are above -ground and partially buried Professional Engineer reservoirs. The prestressed concrete reservoirs show evidence of coating deterioration, (Civil, Structural), shotcrete cover spalling, prestressed wire corrosion, and surface cracks. Washington, No.49115 Sand Hill Reservoir No. 2 Roof Replacement, City of Menlo Park, Menlo Park, Affiliations California. Technical Advisor/QA providing roof -replacement design and engineering guidance for a reservoir roof that was at the end of its useful life. It had started sagging Structural Engineers and water was ponding on the flat roof of the trapezoidal reservoir. Structural Association of San connections and joist were coming loose and water was penetrating through the roof Diego causing the wood to rot. Dr. Wu provided seismic evaluation and analysis services, American Society of identified design alternatives, and assisted in the preparation of the final design for the Civil Engineers new roof construction including installation of new mixers in Sand Hill Reservoir Nos. 1 and 2. 1.0 MG Forebay Tank, County of Los Angeles Department of Water and Power, Kern County, California. Managing structural engineer for design of the partially buried forebay tank, a 110-foot diameter, 22-foot tall circular prestressed concrete tank with an operating capacity of 1.0 MG. The tank includes a sump at the bottom to reduce the minimum water depth in the tank to maintain submergence over the pump intake. 5.3 MG "E" Reservoir, Vista Irrigation District, Vista, California. Managing structural engineer for design of a new 5.3 MG partially buried circular prestressed concrete reservoir, control valve and pressure reducing station vault. Work included review of the geotechnical report prepared by the geotechnical consultant; preparation of detailed structural drawings and details; determination of the structural elements of the reservoir outlet sump; preparation of the structural calculations for the project; review of the accuracy of the technical specifications provided by the client; and preparation of30%, 90%, and 100%design drawings. During construction, on an as needed basis, reviewed structural submittals, and provided technical support and on - site construction observation services. 25B-38 Bey az&,Patel Resume of Subhash Patel, PE, SE (Continued... 30-MG Miramar Clearwell No. 2 Reservoir, City of San Diego, San Diego, California. Managing structural engineer for a seismic evaluation and structural condition assessment of Clearwell No. 2 Reservoir, an all - concrete 30 mg rectangular covered reservoir that was constructed in 1974. Conducted a preliminary seismic analysis based on Seismic Zone 4, using the 1997 UBC, ACI 350, and NEHRP standards. Two options were considered for retrofitting the reservoir along with order -of -magnitude cost estimates and retrofit recommendations. 7.5 MG Middlefield Open -Cut Reservoir, Alameda County Water District, Fremont, California. Principal structural engineer for the seismic evaluation and retrofit of the 39-year-old 7.5 MG below grade open -cut rectangular concrete reservoir, and replacement of the existing wood roof with new steel metal deck. Reviewed all existing available information, inspected the existing reservoir roof, evaluated the cost effectiveness of different alternatives, and prepared a report recommending the most appropriate system for the roof and modifications of the support system. After acceptance of the report by the District, prepared Contract Documents for the project. 7.7 MG Tierrasanta Storage Tank Project, City of San Diego, California. Managing structural engineer for complete structural design of a 7.7 MG partially buried prestressed concrete reclaimed water storage reservoir. Dekoven Tank Replacement Project, Mid -Peninsula Water District, Belmont, California. Structural engineer for the replacement of two steel water tanks in a tightly -pocketed and seismically sensitive area hillsides north of South San Francisco. Will also be providing services during construction. 1.0 MG Eleventh Street and 1.0 MG Zuni Potable Water Storage Reservoirs Upgrade, City of Del Mar, Del Mar, California. Principal structural engineer for a feasibility study relative to the seismic upgrade of the 60-year- old partially below grade circular concrete 1.0 MG Eleventh Street and 1.0 MG Zuni potable water storage reservoirs. The work involved stress analyses using computer programs, making a comparative investigation of the pros and cons of the strengthening methods, preparing the final design and detailed drawings, and designing technical specifications for the construction work. 0.46 MG and 0.7 MG Grossmont No. 1 Tank, Helix Water District, La Mesa, California. Managing structural engineer for seismic analysis of the existing 0.46 MG reinforced concrete tank. Conducted field investigation and evaluation of the tank to determine forces on critical components and connections due to maximum credible and maximum probable earthquakes. Seismic forces were determined from review of existing plans and specifications, and by site visits. Also followed AWWA standards and utilized computer programs to analyze the tank and to identify deficient structural elements. Areas analyzed included the tank wall, roof structure, columns and footings. Subsequently, provided structural engineering services for design of a new 0.7 MG 70-foot-long by 50-foot-wide partially buried, cast -in -place reinforced concrete storage reservoir. 21.0 MG Alvarado Reservoirs, City of San Diego, California. Managing structural engineer for design, drawings and specifications, and construction support services for modification and expansion of the Alvarado Water Treatment Plant, including the structural design of two new 2.1.0 MG underground prestressed concrete reservoirs. 0.75 MG California Water Tank and Pump Station, City of Redwood City, California. Managing structural engineer for design of the 80-foot-d ia meter, 24-foot-tall 0.75 MG circular above ground prestressed concrete tank and pump station. The tank was designed for site specific seismic parameters. Seismic Retrofit of Two Reinforced Concrete Tanks, California Water Service, San Carlos, California. Structural engineer for a design build project in the highly seismic area of San Carlos. Project involved a seismic retrofit of two prestressed concrete water reservoirs and a pump station. 2.0 MG and 4.0 MG Fairfax Transmission Line Water Storage Project, Marin Municipal Water District, Corte Madera, California. Managing structural engineer for predesign of three treated water storage tanks. The predesign considered two 2.0 MG prestressed concrete tanks or steel tanks (including buried and exposed sites) at the Ross Reservoir site, and one 4.0 MG prestressed concrete tank (including buried and exposed sites) at one of two potential sites. 25B-39 Gary Ho, PE, SE Project Manager Education Mr. Ho has over 30 years of experience in structural engineering, design, M.S., Structural and earthquake engineering on water storage, conveyance and Engineering treatment, including reservoirs, tanks, and appurtenances. His extensive University of California experience in structural evaluation, seismic review, and risk analysis, Berkeley, 1976 including probabilistic risk assessments of structures has granted him work with some of the state's largest agencies and private companies. Mr. B.S., Civil Engineering, Ho manages complex design projects involving multiple disciplines. Many University of California, applaud his efforts to simply and streamline such efforts. He lends his Berkeley, 1974 structural expertise to agencies on condition assessment and value engineering studies, and is recognized for his work on concrete reservoirs Registrations and digesters with East Bay Municipal Water District. As technical adviser he will manage the technical review of all deliverables and provide his Structural Engineer, input on management, design, and constructability as well as other California 52534 aspects of the reservoirs project. Civil Engineer, Professional Record California C30496 Forbes Hill Reservoir Cover Replacement Design, Marin Municipal Water District, Corte Madera, California. Managing the design and Affiliations preparation of contract plans and specifications for a new roof structure American Concrete and replacement liner for Forbes Hill Reservoir. The work includes the Institute removal of the existing floating cover and liner, design of a new multi - span aluminum roof structure, design of a new CSPE geomembrane liner American Institute of Steel system, and site/civil design. Construction Reservoir Repairs Phase 3, City of Oceanside, California. Senior structural engineer for condition assessment, seismic evaluations, and Concrete Reinforcing Steel rehabilitation of nine prestressed concrete reservoirs and one steel Institute reservoir ranging in size from 1.5 MG to 5.0 MG. The work included site investigations, seismic assessments per AWWA D110 Standards, and Structural Engineers development of retrofit schemes. The reservoirs are above -ground and Association of Northern partially buried reservoirs. California Reservoir Design Manual, East Bay Municipal Utility District, Oakland, California. Co-author of the personnel reservoir design manual Western Construction for East Bay Municipal Utility District. The manual established the Consultants minimum requirements to be followed in the design of East Bay Municipal Utility District potable water reservoirs. The Design Manual was for use of all engineers working on District reservoir projects, and focused on the major tasks and activities involved in the design conventionally reinforced concrete, prestressed concrete reservoirs, steel and open and cut reservoirs and related structures. Los Angeles/Kern County Recycled Water Project, Phase II - Pump Station, County of Los Angeles Public Works Department, Kern County, California. Principal structural engineer for the structural design of reinforced masonry pump station building. Produced the calculation spreadsheets fo�,xLi,,dext analysis and design of the pump station. Performed seised �vyy analysis. Beyaz & Patel Hui "Harry" Wu Structural Engineer Education Dr. Wu is an experienced structural engineer and for the last three years has worked PhD, Structural exclusively on water and wastewater infrastructure projects including water storage. He Engineering, University is an expert in earthquake resistant design of structural systems (reinforced concrete, of Southern California, masonry, steel, and wood), tilt -up structural design, seismic retrofit design of structures, Los Angeles, California structural analysis, finite element analysis. Dr. Wu is also well versed in industry standard MS, Structural modeling programs used in structural engineering and an encyclopedia of current Engineering, Tsinghua building code requirements for reinforced concrete: ACI 318-14, for Steel AISC 360-16, University ASD, LRFD Manual, and IBC-2015, CBC-2016, ASCE 7-16. He performs large scale seismic BS, Structural testing of structural components and assemblies in reinforced concrete and steel. Engineering, Beijing Professional Record Institute of Civil Engineering and Morro Hills Prestressed Concrete Reservoir Construction Phase Services, City of Architecture, Beijing, Oceanside, Oceanside, California. Structural engineer for one of nine projects for the China City of Oceanside Reservoir Repairs contract. Services included structural engineering analysis to define additional details specific to the site, apply site specific parameters Registrations from the geotechnical investigations, and develop design alternatives and final detailed PE, Civil Engineering, design for structural repairs and upgrades. California No. C68210 Seismic Retrofit of Two Reinforced Concrete Tanks, California Water Service, San Affiliations Carlos, California. Structural engineer for a design build project in the highly seismic Concrete Reinforcing area of San Carlos. Project involved a seismic retrofit of two prestressed concrete water Steel Institute reservoirs and a pump station. Sand Hill Reservoir No. 2 Roof Replacement, City of Menlo Park, Menlo Park, Expertise California. Structural engineer providing roof -replacement design and engineering Earthquake resistant services for a reservoir roof that was atthe end of its useful life. It had started sagging design of structure and water was ponding on the flat roof of the trapezoidal reservoir. Structural systems (reinforced connections and joist were coming loose and water was penetrating through the roof concrete and causing the wood to rot. Dr. Wu provided seismic evaluation and analysis services, masonry) identified design alternatives, and assisted in the preparation of the final design for the Seismic retrofit new roof construction including installation of new mixers in Sand Hill Reservoir Nos. 1 design of structures and 2. Structural analysis, LA Reservoir Ultraviolet Disinfection Plant, City of Los Angeles, Department of finite element Public Works, Los Angeles, California. Structural engineer for the structural design of a analysis steel -framed building with lateral force -resisting system subjected to site -specific seismic spectrum and code -specified wind force. Provided the structural design for other Large scale seismic structural components including RC slab, trenches, valve vaults, return sumps, and trunk testing of structural line encasements considering static and dynamic soil pressure and buoyancy. components and assemblies of Dekoven Tank Replacement Project, Mid -Peninsula Water District, Belmont, reinforced concrete California. Structural engineer for the replacement of two steel water tanks in a tightly - pocketed and seismically sensitive area hillsides north of South San Francisco. Will also Telephone be providing services during construction. (828)376-3410 As -Needed Structural Design Services, Eastern Municipal Water District, Perris, Email California. Structural engineer for as -needed task orders including a condition hwu@beyazpatel.com assessment at the Hemet Water Reclamation Plant for a cracked beam and loading dock roll -up door. 25B-41 Beyaz & Patel Resume of Dr. Hui "Harry" Wu (continued... Reservoir Repairs Phase 3, City of Oceanside, Oceanside, California. Structural engineer for construction services for the seismic evaluation, and rehabilitation of nine prestressed concrete reservoirs and one steel reservoir ranging in size from 1.5 MG to 5.0 MG. The work in Phase 3 included site investigations, condition assessment, seismic evaluations. The reservoirs are above -ground and partially buried reservoirs. The prestressed concrete reservoirs show evidence of coating deterioration, shotcrete cover spalling, prestressed wire corrosion, and surface cracks. University Heights Steel Water Tower, City of San Diego, San Diego, California. Structural engineer for a seismic evaluation and assessment for an elevated steel water tower with an overall height of 142.5 feet and supported on twelve steel built-up columns. Mr. Ho analyzed the structural integrity of the water tower to conform to current code requirements and recommend improvements to rehabilitate the structure. Highland Park Reservoir Access Improvements, City of Los Angeles, Los Angeles, California. Structural engineer for the design of the chlorine analyzer pad and retaining wall for a prestressed concrete tank supplying the Mullholland Fountain. East Compton Prestressed Concrete Reservoir and Booster Pump Station, City of Los Angeles, Downey, California. Structural engineer for program management services for the design build of a prestressed concrete reservoir and pump station project for a water company. Lafayette Reservoir Outlet Tower Seismic Retrofit, Lafayette, California. Structural engineer for the seismic retrofit of the concrete Outlet Tower. The tower will be retrofitted to meet the current DSOD seismic criteria. Master Agreement for Professional Engineering Services at the Regional Water Pollution Control Plant, City of San Jose, San Jose, California. Structural engineer for various WPCP projects, including an emergency diesel generator, Pond A-18 South Gate Structure Condition Assessment, digester gas compressor, and fuel cell foundation platform. "D" Street Water Tower Seismic and Physical Integrity Evaluation, City of Madera, Madera, California. Structural engineer for project that involved a condition assessment of the existing water storage tower, a seismic and physical integrity evaluation at its present location, development of seismic strengthening measures, as required, to meet current building codes, and the evaluation of the feasibility of each aforementioned alternative. The project also includes preparing a Preliminary Design Report documenting all findings and recommendations. Iron Mountain Pumping Plant Switchyard, Head Gates and Auxiliary Power Rehabilitation Program, Metropolitan Water District of Southern California, Poway, California. Structural engineer for the lining removal and placement of concrete canal panels and fiber reinforced concrete reservoir liner, repairing siphon headwalls, replacing chain link fence, constructing two concrete pads, constructing one access ramp, and appurtenant work. Dr. Wu provided a review of the plans, structural engineering services, and preparation of the electrical drawings. Greg Ave Pressure Control Structure -Pump Modifications and New Control Building, Metropolitan Water District of Southern California, Sun Valley, California. Senior structural engineer providing the design of the control building at the existing pump station. The control building includes an electrical room, I&C room, workshop, restroom, and mechanical rooms. Dr. Wu reviewed available background document, provided design and specifications, probable cost estimates, and will provide bid support during construction. Main Wastewater Treatment Plant Digester Upgrade Project, Phase 3 Design Services, East Bay Municipal Utility District, Oakland, California. Structural engineer for life/safety improvements to prestressed concrete digesters including development of design criteria for modifications to larger manways. 25B-42 Neil Harper, PE Project Manager Neil Harper is a professional engineer with 19 years of experience in project management, engineering, planning, design, and construction support services for a variety of municipal and public agency projects. Specific areas of practice include water, wastewater, and water reuse systems. Mr. Harper's relevant experience includes water distribution and treatment facilities, pumping facilities, and reservoirs. He successfully manages projects and communicates regularly with clients to develop a thorough understanding of the project and the client's needs. Mr. Harper focuses on tracking project milestones and their relation to the project schedule and budget, allowing for ongoing knowledge of the project status. Project Experience Education California Polytechnic State University, San Luis Obispo BS, Bio-Resource and Agricultural Engineering, 1999 Seismic Evaluations and Preliminary Design for 23 Reservoirs, San Certifications Bernardino Municipal Water Department, San Bernardino County, Professional Civil Engineer (PE), California. Served as project manager, responsible for project to perform CA No. C63288 seismic evaluations and full analysis of 23 reservoirs and preparation of a Professional Affiliations technical memorandum. As part of our work, Dudek team members met American Society of Civil Engineers with Water Department engineering and operations staff to identify Orange County Water Association operational constraints for each reservoir. The 12 steel and 11 concrete reservoirs ranged from 0.1-MG to 10-MG of storage capacity. Analysis for each resevoir included a review of existing drawings and other available docuemnts, field investigations to review the existing condition of each reservoir, reviewing inspection records, and completing structural/seismic analyses in accordance with the 2010 CBC, ACI 350, and other governing code requirements. We developed multiple alternatives and conceptual repairs for each reservoir that included estimated construction costs and repair durations for each reservoir. Our findings were memorialized in a technical memorandum and allowed the Department and Dudek to collaboratively select and package 13 of the reservoirs into 3 separate design packages. Design of Seismic Repairs and Upgrades for 13 Reservoirs, San Bernardino Municipal Water Department, San Bernardino County, California. Following the seismic evaluation and preliminary designs of the 23 reservoirs, served as project manager for Phase 2 of the project which involved design of the upgrades for 13 of the reservoirs that was split into 3 separate bid packages. Each bid package was comprised of 3 submittals (75%, 100% and Final) which entailed construction drawings, specifications, bid documents, and an engineer's cost estimate. The 13 reservoirs selected for design upgrades were collaboratively chosen by the San Bernardino Municipal Water Department and Dudek based on the estimated cost and perceived urgency of the upgrades, estimated construction durations/outages of the reservoirs, water system operational constraints and phasing, and reservoir construction type (concrete or steel). 25B-" 3 Page 1 DUDEK Morro Hills No. 1 and 2 Reservoir Repairs and Booster Pump Station, City of Oceanside, California. Served as project manager for the detailed design of repairs to an existing 5.0-MG prestressed concrete reservoir and a 5.0- MG welded steel reservoir on a common site. Improvements to the reservoirs included replacing piping, buried and exposed valves, and appurtenances, adding inlet and outlet flow meters, and recoating. In addition, the prestressed concrete Morro Hills No. 1 reservoir required repairs of concrete spalling and cracks, rewrapping of and anchorage to address seismic deficiencies, and a new underdrain system. To accommodate the seismic retrofit, removal and replacement of the inlet/outlet vault and Morro Hills booster pump station was required. The new BPS consists of three 60-hp multi -stage vertical pumps with a design capacity of 1.5-MGD at 320-foot TDH. The pump station includes an emergency generator and water quality instrumentation and was designed to the City's specifications for architecture and 0&M access to the pumps and appurtenant electrical and control equipment. The project also included various site grading, drainage, and fencing improvements. 13.4-MG Goetz Road Tank, Eastern Municipal Water District, City of Perris, Riverside County, California. Served as project manager for the preliminary and final design of a 13.4-MG pre -stressed Type 1 concrete tank. Other design features on the tank site included 30-inch CML&C steel inlet and outlet piping, an altitude valve and check valve vault, reservoir mixing system, and chloramination boosting facility, site grading to partially conceal the tank and addressing site drainage for approximately 100-cfs that naturally drained through the site. The project also included hydraulic analyses to size the 30-inch transmission main and an alignment analysis that used a matrix rating system which scored each alignment in 10 different categories. 10.6-MG Roof Repairs and Rehabilitation for Dearborn Reservoir, City of Redlands, California. Served as project manager, responsible for engineering design services (preliminary design, final design, bidding period, and construction support services) for rehabilitation of their 10.6 MG Dearborn Reservoir. Initially, the City was advised that replacing the pre -stressed roof was required but did not have sufficient budget. The Dudek team reassessed the roof and developed a roof rehabilitation and repair alternative that was 50% of the cost of the City's original budget and 25% of the replacement cost for a new roof. The solution included fiber reinforcement of the cracked roof surface over the columns, new concrete drop panels, concrete jacketing the columns, enlargement of the concrete column footings, adding a concrete curb at the wall/floor interface to meet sheet the shear requirements of the current code, fiber reinforcement of the roof support beam that supported the two roof diaphragms, and miscellaneous repairs to the roof edges. Dudek prepared construction documents (drawings, specifications, bidding forms, and an engineer's estimate) for the reservoir's roof rehabilitation and repair. Ogden Reservoir, San Bernardino Municipal Water Department, City of San Bernardino, San Bernardino County, California. Served as project manager for design of a 12.0-million-gallon (MG) pre -stressed concrete reservoir, site piping, and appurtenances. The reservoir had to be designed to float with the other reservoirs in the 1416 Zone, serve as a forebay for the Ogden pump station which mandated raising the floor considerably, and minimize grading and disruption to the existing site facilities and adjacent structures and utilities in Ogden Street. Preliminary design activities included optimization of the site and maximizing the storage volume of the reservoir while not disturbing the recently constructed on -site facilities such as the 18,000-gpm booster pump station, 36- inch transmission main piping/valving/appurtenances, percolation basin and the 12kV switchboard, electric feed and SCE transformer. To accomplish this, extensive coordination between the structural engineer, geotechnical engineer and DN Tanks was required to minimize over -excavation, shoring and project construction costs while achieving the other project objectives. Burruel Reservoir Upgrades, City of Anaheim, Orange County, California. Served as project manager for preliminary design, final design, and construction support services for miscellaneous upgrades and recoating (including lead paint removal/abatement) of the 0.75-MG steel reservoir. Upgrades to the reservoir and site included piping, valving, enlargment and replacement of the roof hatch, safety upgrades (handrailing, lighting, and signage), replacement of the interior ladder, and site repaving. 25B_4 4 Page Amanda Combs, PE Lead Engineer Amanda Combs is a project manager with 19 years' experience leading high quality water and wastewater projects, from conceptual planning, preliminary design, and final design, to construction -phase services for pipelines, pump stations, water storage, and treatment plants. Project Experience Morro Hills No. 1 and 2 Reservoir Repairs and Booster Pump Station, City of Oceanside, California. Lead engineer for the design of repairs to an existing 5.0-MG prestressed concrete reservoir and a 5.0-MG welded steel reservoir on a common site. Improvements to the reservoirs included replacing piping, valves, and appurtenances, adding inlet and outlet flow meters, and recoating. In addition, the prestressed concrete Morro Hills No. 1 reservoir required widening of the footing, rewrapping and anchorage to address seismic deficiencies. To accommodate the seismic retrofit, removal and replacement of the inlet/outlet vault and Morro Hills booster pump station was required. The project also included various site improvements. M 4manda Come Education Virginia Polytechnic Institute and State University MS, Environmental Engineering, 2001 Virginia Polytechnic Institute and Henie Hills and John Paul Steiger Reservoir Repairs, City of Oceanside, State University California. Lead engineer for the design of various interior and exterior BS, Civil/Environmental repairs to two 3.0-MG prestressed concrete reservoirs. The Henie Hills Engineering, 1998 reservoir required various improvements to address seismic Certifications deficiencies, including widening of the footing, rewrapping, and Professional Civil Engineer, anchorage. In addition, a new concrete floor was constructed to CA No. 67287 address leakage from the deteriorated 3-inch gunite floor. Other improvements at both sites included new vault piping, valves, and appurtenances, addition of flow meters, and electrical upgrades. The John Paul Steiger site required grading and both on -site and off -site storm drain improvements as well. 13.5-MG Goetz Road Tank, Eastern Municipal Water District, City of Perris, Riverside County, California. Project engineer for the preliminary and final design of a 10-MG prestressed Type 1 concrete tank. Other design features on the tank site included 30-inch CML&C steel inlet and outlet piping, an altitude valve and check valve vault, reservoir mixing system, and chloramination boosting facility, site grading to partially conceal the tank and address site drainage for approximately 100-cfs that naturally drained through the site. Fire Mountain Recycled Water Reservoir and Pump Station, City of Oceanside, California. Lead engineer for the planning, preliminary design, and final design, of a 2.2-MG prestressed concrete reservoir and 1,150- gpm booster pump station as part of an expansion of the City's recycled water system to customers in the Lower Service Area. The new reservoir will be co -located with an existing City potable water reservoir. DUDEK Page 1of2 25B-45 DUDEK Features of the design include a potable water makeup vault and pipeline, a stormwater detention basin, and protection of adjacent sensitive habitat. Grossmont Tank Recoating and Repairs, Padre Dam Municipal Water District, El Cajon, California. Served as project manager for the design of various interior repairs and recoating for the District's 1.5-MG steel standpipe type reservoir. The District's reservoir has a shell height of 90 feet and is topped by a 1.1-MG upper tank owned and operated by an adjoining water agency. Retrofits included replacement of a suspended catwalk structure and fall protection enhancements, replacement of a roof access hatch, refurbishment of tank vents, replacement of electrical equipment, the addition of ports for mixing, and a new cathodic protection rectifier. Dudek also designed connections to existing 18-inch diameter welded steel yard piping for connection of a temporary pressure reducing station to supply the District's customers with higher pressure water from the upper Helix Water District tank. Fanita Terrace Recycled Water Reservoir Structural Analysis, Padre Dam Municipal Water District, Santee, California. Project manager for a seismic analysis and condition assessment of an existing 1.5-MG welded steel reservoir. The assessment included cost estimates and life cycle cost calculations for four rehabilitation and replacement alternatives, including repair or replacement of the existing roof due to corrosion of the rafters. E Reservoir Replacement and Pump Station, Vista Irrigation District, San Diego County, California. Lead engineer for the preliminary and final design of replacement of an existing 1.5-MG concrete reservoir constructed in 1929 with a new 2.9-MG cast -in -place concrete reservoir customized to maximize storage at the site. The project also involved design of a new 3,000-gpm, 230 feet TDH pump station to serve as a backup supply to the higher zone. Geotechnical constraints at the site included very hard underlying rock and a cut/fill transition beneath the existing reservoir. To mitigate this, the pump station design utilized vertical multi -stage, pad -mounted pumps rather than traditional vertical turbine pumps in cans and the reservoir design included removal of existing fill and backfill with controlled low strength material beneath the new structure. Other improvements included a stormwater detention basin and on and off -site storm drain improvements. Boulder Mountain Reservoir 3 Rehabilitation, City of Poway, California. Project manager for the design of improvements to an existing 1 MG steel reservoir. Upgrade work included drainage and site improvements, interior and exterior tank coatings, new inlet and outlet piping, replacement of miscellaneous tank appurtenances and safety features, cathodic protection improvements, and a new CMU block electrical/SCADA building. The design included piping and site provisions for a future adjacent reservoir. Design -Build Services for Gibbel Road Recycled Water Reservoir, Eastern Municipal Water District, Riverside County, California. Project engineer for the planning and preparation of the design -build bid package for a new 4-million-gallon welded steel tank and 4,000 feet of 30-inch inlet/outlet pipeline for the district's recycled water system. Chambers Recycled Water Tank Site Assessment, Eastern Municipal Water District, Riverside County, California. Project engineer for the planning and siting of a new welded steel tank for the district's recycled water system. Evaluated site adequacy, potential environmental requirements and constraints, geotechnical issues, and pipeline alignment alternatives; determined drainage and overflow rates; and provided preliminary site and grading plans for 4-million-gallon, 7-million-gallon, and 10-million-gallon options. DUDEK Page 2of2 25B-46 Richard F. Yeager Jr., PE Richard (Rick) F. Yeager Jr. is a California Registered Civil Engineer and a NACE Intl Certified Cathodic Protection Specialist with a broad background in corrosion engineering, inspections, and construction support services. Mr. Yeager has extensive experience in water and wastewater corrosion control and cathodic protection system designs, corrosivity assessments, pipe and coating materials of construction, and inspection and monitoring of installed piping systems. The NACE Certification meets the definition of "Corrosion Expert" as defined by the United States Environmental Protection Agency and under 40 CFR 280.12 of the Code of Federal Regulations. Additionally, Mr. Yeager has provided construction inspection services for projects that have included pipelines, water reservoirs, treatments plants, and roadways. Project Experience: As -Needed Corrosion Engineering Services & Annual Surveys Provide Cathodic Protection Survey and Performance testing of installed pipelines and reservoirs. To include monitoring, testing and troubleshooting all existing corrosion control facilities for corrosion. Performing coating assessments on process facilities, water treatment plants, and buried piping systems. Then assessing system damage and evaluating cathodic protection system performance and identifying repair or refurbishment requirements. A summary report listing all observations, conclusions, and recommendations is submitted at the completion of each annual survey. • Ramona Municipal Water District • Olivenhain Municipal Water District • Santa Fe Irrigation District • Leucadia Wastewater District • Otay Water District • San Dieguito Water District • City of San Diego • Padre Dam Municipal Water District • Vallecitos Water District Corrosion Control Evaluation and CP Design Responsible for designing new and retrofit cathodic protection systems for buried metallic pipelines and aboveground water storage tanks. Designs, galvanic anode and impressed current, take into account soil conditions, coating options, power availability and other parameters in order to achieve the most cost effective means of long term corrosion protection in accordance with nationally accepted standards. • City of San Diego- Morena Pump Station & Conveyance System • City of San Diego- Tierra Santa Pump Station & pipeline • City of San Diego- 691h & Mohawk Pump Station • City of San Diego- 301h St Pipeline Replacement Richard F. Yeager Jr., PE Principal Corrosion Engineer YEARS OF EXPERIENCE 22 YEARS WITH FIRM 15 EDUCATION B.S., Civil Engineering, California Polytechnic State University, 1997 National Association of Corrosion Engineers (NACE Int'1) • Basic Corrosion Course, 1997 • CP Design 1, 1999 • Cathodic Protection Certification Training, 2001 CERTIFICATIONS California Professional Civil Engineer No.C70686 NACE Int'1: • Cathodic Protection Specialist No. 6321 Confined Space Entrant/Attendee Certified DVBE/SBE Firm (CA Dept of General Services) Certified SLBE Firm (City of San Diego) SCOOP Certified Firm (SDCWA) 1016 Broadway, Ste. A, El Cajon, CA 92021 Phone: 619.312.0195 25B-47 • City of San Diego- Pacific Beach Pipeline • City of San Diego- North City Water Reclamation Facility PROFESSIONAL AFFILIATIONS • City of San Diego- North City Pure Water Facility Expansion • City of San Diego- Sloane PRS CP Design National association of Corrosion • City of San Diego- Cielo & Woodman PS CP Engineers (NACE Int'1) • City of San Diego- Otay 2nd PL Phase I • City of San Diego- Del Mar Heights PL ICCP Design San Diego Section Chairman, • City of San Diego- Sewer PS 79 CP Design and CSS 2002-2 03 • City of San Diego- I-15 DAR/City 66: PL CP Design San Diego Section Trustee, • City of San Diego- Cal Trans I-905 Crossing CP Design • City of San Diego- Upas Street Pipeline CP Design NACE I006 NACE I Policy Committee • City of San Diego- Otay Mesa Trunk Sewer Casing Cathodic resnt'l Protection NACE NACE Int'1 Policy Chair • City of San Diego- Torrey Santa Fe Road Pipeline 2012-2015 • Padre Dam Municipal Water District- ESA Secondary Connection NACE Int'1 Policy Past Chair • Eastern Municipal Water District- Cactus II Feeder Transmission 2015-Present Pipeline American Society of Civil Engineers • Eastern Municipal Water District- Menifee Valley Reservoir (ASCE) • City of Inglewood- Inglewood Pipeline Assessment • City of Inglewood- Sanford Treatment Plant Corrosion Assessment • City of Orlando, FL- Orlando Reuse Pipelines • Orange County Water District- Groundwater Replenishment Pipeline • Eastern Municipal Water District- Desalter pipelines Phase II • Eastern Municipal Water District- Reach 16-2 RW Pipeline • Eastern Municipal Water District- Nuevo Road I-215 Pipeline • Eastern Municipal Water District- Well 57 Pump Coating Inspection & CP Design • Padre Dam Municipal Water District- Sky Ranch Pipeline, pump station and reservoir • Las Vegas, NV- Nellis Air Force Base Visiting Quarters, Maintenance building, and Headquarters Building • Irvine Ranch Water District- Zone 3 Reservoir CP • Otay Water District- 680/944 Pipeline • City of Del Mar- 21s' St & 71h St Pump Station Cathodic Protection • Leucadia Wastewater District- B2, B3, L1, L2 Force Main CP Repairs • County of San Diego- Harbison Canyon SLS Corrosion Assessment • Eastern Municipal Water District- Bridge RW Pipeline CP Design • Vista Irrigation District- HP Tank CP Design • Lake Havasu City- BS 1C CP Design • Otay Water District- Heritage Rd PRS CP • LVVWD- Reservoir 3665 CP Design • Helix Water District- 36-inch CML&C Pipeline CP • MN WD- Regional LS FM Replacement CP More Experience Available Upon • SM WD- Reservoir CP System and Anode Well Survey Request • Eastern Municipal Water District- AMR North Goetz Rd CP • Coachella Valley Water District- Salton Sea SCH PS and PL CP Richard F. Yeager Jr., PE 1016 Broadway, Ste. A, El Cajon, CA 92021 Phone: 619.312.0195 r Dive/CORR, Inc. Daniel Gross DIVER/INSPECTOR As primary diver conducting the inspection, Dan has over thirty-five (35+) years of experience and has conducted more than 4000 reservoir inspections to date. He has been active in the underwater water tank inspection industry since 1982 and has been injury free from inception of the company to date. He has achieved the following certifications: 1) AWS - CW I - QC1 (Am. Welding Soc - Certified Welding Inspector) 2) Nationally certified by exam through ASNT Level III (Level III is the top level) Level III - Ultrasonic Technician Level III - Magnetic Particle Technician 3) Over 3000 hours of "in field" coating inspection 4) Diving instructor rating 5) Confined space training 6) B.S. Degree - University of Massachusetts Other Certifications Class "A" California State Contractors License #770523 CPR/First Aid (renewed yearly) Member in the following Associations AWWA-American Water Works Association NACE - National association of Corrosion Engineers ASNT - American Society for Non-destructive Testing AWS -American Welding Society OCWWA Orange County Water Works Association CWWA Inland County Water Works Association SCWUA Southern California Water Utilities Association 25B-49 Carlos Amante, PE, GE Principal Engineer / Project Manager Mr. Amante has over 25 years of broad geotechnical and earthquake engineering consulting experience where he has consistently demonstrated a wide-ranging breadth of knowledge and ability to develop innovative and cost- effective engineering solutions to numerous private and public sector clients. He has vast experience working on water/wastewater, transportation, energy, industrial, commercial and residential projects. Mr. Amante is highly experienced in project management and technical delivery of projects involving complex ground investigation, seismic - resilient design of earthworks and foundations, slope engineering, liquefaction assessment, construction quality assurance and material testing, and constructability/value engineering study. Relevant Experience ®Gmene ConwllaMb EDUCATION MS, Geotechnical Engineering, University of British Columbia, Canada, 1993 MEng, Master of Engineering, Earthquake Engineering, Kanazawa University, 1991 BS, Civil Engineering, University of the Philippines, Metro Manila, Philippines, 1984 REGISTRATIONS/CERTIFICATION S California, Geotechnical Engineer No. GE2724 California, Professional Engineer in Civil Engineering No. C57831 Two 8.0-MG Steel Water Storage Tanks, Westminster, CA. Geotechnical Project Engineer. Geotechnical investigation and site -specific seismic hazard analysis for two 190-ft diameter, 40-ft high steel water storage tanks, built side -by -side on a 4-acre site. Recommended site remediation consisting of soil surcharge program and installation of stone columns to mitigate weak upper clay soils and loose liquefiable sands underneath the site. 6.0-MG Highland Avenue Reservoir Replacement, Yorba Linda, CA. Geotechnical Project Manager. Geotechnical investigation and value engineering study of proposed permanent concrete water reservoir and two temporary steel water tanks to replace the existing buried hopper reservoir. 1.0-MG Arbor Ridge Steel Water Tank, Walnut, CA. Geotechnical Project Manager. Geotechnical investigation for a new welded -steel water tank located in the San Jose Hills. 3.0-MG Rawlings Reservoir Replacement, Cityof Tustin, CA. Geotechnical Project Manager. Geotechnical investigation for the proposed replacement of existing 4.2-MG hopper -type water reservoir with two cylindrical concrete water -tanks. 10.8-MG Water Storage Facility, Santa Clarita, CA. Geotechnical Project Manager. Geotechnical reconnaissance review for the proposed emergency and operational water storage facility, including a water reservoir along with supporting appurtenances that may include pipelines, pressure regulators, valves and pump stations. Apple Valley Water System Improvements, Apple Valley, San Bernardino County, CA. Lead Geotechnical Engineer. Geotechnical investigation for proposed water system improvements, including two 28-ft diameter, 16-ft high steel -bolted potable water tanks to replace the three existing water tanks at the Mesa Vista tank site, 6-inch diameter, 4,800-ft long transmission pipeline, and 8-inch diameter, 1,300-ft long distribution lines. 25B-50 ^'-` i[omene tonwlWMs 100,000-Gallon Pasall Road Water Tank, La Jolla Indian Reservation, San Diego County, CA. Lead Geotechnical Engineer. Geotechnical investigation for design and construction of a 27-ft diameter, 24-ft high bolted steel potable water storage tank adjacent to an existing irrigation water tank. 70,000-Gallon Duro Road Water Tank, San Pasqual Indian Reservation, San Diego County, CA. Lead Geotechnical Engineer. Geotechnical investigation for design and construction of a welded or bolted steel water storage tank with a shell height of less than 20 feet and a diameter of less than 36 feet. 4.0-MG Palm No. 3 Reservoir, Verdemont Water Infrastructure Improvements —Phase 1 Facilities, City of San Bernardino, CA. Lead Geotechnical Engineer. Geotechnical investigation for a new concrete reservoir, approximately 174 feet in diameter and 24 feet in height. Two 5.0-MG Steel Water Tanks, Plant 19A Improvements, Hesperia, CA. Lead Geotechnical Engineer. Geotechnical investigation for two new cylindrical, welded -steel water tanks, with each tank approximately 174 feet in diameter and 35 feet in height. 2.0-MG 2300 Zone East Reservoir, San Bernardino, CA. Lead Geotechnical Engineer. Geotechnical investigation for design and construction of a new concrete reservoir, 113 feet in diameter and 30 feet in height. 5.0-MG "Whitegates" Concrete Water Tank, City of Riverside, CA. Geotechnical Project Manager. Geotechnical investigation for the proposed buried reinforced concrete potable water tank located on a hilly, rocky terrain. 7.5-MG "Emtman II" Concrete Water Tank, Riverside, CA. Geotechnical Project Manager. Geotechnical update study for the proposed 200-ft diameter reinforced concrete potable water tank located on a hilly, rocky terrain. 11.0-MG "Raley" Concrete Water Tank, Riverside, CA. Geotechnical Project Manager. Supervised geotechnical update study for proposed 230-ft diameter below -grade reinforced concrete potable water tank located on a hilly, rocky terrain. 5.25-MG St. Joseph Reservoir No. 1, Arcadia, CA. Geotechnical Project Engineer. Geotechnical investigation and site -specific seismic hazard analysis for a new rectangular concrete reservoir. EVMWD Diamond Regional Sewer Lift Station, Lake Elsinore, CA. Lead Geotechnical Engineer. The project consisted of the proposed lift station consisting of 47-ft by 87-ft concrete structure with two below -grade wet wells about 54 ft deep, diesel generator, odor control system, chemical feed equipment, electrical building, pigging station, flow metering vault and all associated site yard piping and site grading. Lead for the geotechnical investigation of the project. 25B-51 5®q iomene ConwllaMb Hashmi Quazi, PhD, PE, GE - Principal-in-Charge/QA/QC Dr. Quazi has over 31 years of experience providing geotechnical engineering services and has earned a EDUCATION reputation for providing quality work in an honest and ethical • PhD, Civil Engineering, University manner, on time and within budget. Dr. Quazi provides quality of Arizona, 1987 control, budget oversight, and technical assistance on various ' MS, Civil Engineering, Arizona State University, 1982 types of projects, including pipelines, water treatment plants, BS, Bangladesh Engineering wells, pump stations, water basins and other related projects. University, 1978 Relevant Experience REGISTRATIONSICERTIFICATIONS 6651 Orange Count Water District North Basin Groundwater California, Civil Engineer, Engineer, g y E California, Geotechnical Engineer, Protection Pipeline, Fullerton and Anaheim, CA. Principal in #2517 Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project consisted of the construction of 27,713 linear feet of PVC pipeline, jack and bore operations for steel casing of varying sizes at three separate locations and installation of fiber optic well communications for two 4-inch PVC fiber optic conduits within pipeline trench and pull boxes. Orange County Water District Groundwater Replenishment System, Fountain Valley, CA. Principal in Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project consisted of modifying the OCWD Groundwater Replenishment System from 70 MGD to 100 MGD. The project involved the Advanced Water Treatment Facility (AWPF) expansion, and the Secondary Effluent Flow Equalization project. The expansion required the construction of several new structures, including two 7.5 MG above -ground steel storage tanks, 1,000 linear feet of 54-inch diameter pipeline, 200 linear feet of 54-inch diameter pipeline, a UV facility for installation of two new UV trains, a decarbonation tower, a lime saturator, and other modifications and upgrades. Orange County Sanitation District P1-37 Primary Clarifiers 16-31 & Related Facilities, Fountain Valley, CA. Principal in Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project included the construction of 16 new primary clarifiers with support equipment, improvements to existing primary clarifier 6-15 and improvements to primary clarifiers 1-5. Orange County Sanitation District P1-100 Sludge Digester Rehabilitation, Fountain Valley, CA. Principal in Charge. Provided resource and budget oversight, technical review and contract management for the geotechnical observation, materials testing and inspection. The project involved the rehabilitation of 12 digesters at the OCSD Plant 1. The project was intended to repair and replace aging equipment, such as pumps, sludge grinders, heat exchangers, and piping, thus making the facilities more efficient for increased solid waste handling. It also includes 1,500 s.f. expansion of the Power Building No. 5. 25B-52 V C.m Mc nwltaM Siva Sivathasan, PhD, PE, GE, DGE, QSD, F.ASCE - Principal Engineer Dr. Sivathasan is a registered civil and geotechnical engineer EDUCATION in California, with 25 years of geotechnical and construction ' PhD, Civil Engineering, University of experience. He is skilled at analyzing complex geotechnical California, Davis, 2002 • MS, Civil Engineering, University of problems and has prepared comprehensive reports with California, Davis, 1997 detailed recommendations. He also has extensive knowledge • BS, Civil Engineering, University of of construction projects from managing geotechnical Peradeniya, Sri Lanka, 1994 observation and testing, special inspection and material testing, and Caltrans source inspection services. He has been REGISTRATIONS/CERTIFICATIONS providing these services on pipeline, water treatment plants, pump stations, wells, reservoirs and other related project ' California, Civil Engineer types. No. 63185 • California, Geotechnical Engineer No. 2708 Relevant Experience • Diplomate in Geotechnical Engineering No. 1169 Orange County Water District Groundwater ' CFR 1910.120 OSHA 8-Hour Replenishment System, Fountain Valley, CA. Project Refresher Training • CFR 1910.120 OSHA 40-Hour Manager. Responsible for geotechnical investigation and Training geotechnical observation and testing during construction. The • Nuclear Soil Density Gauge project consisted of modifying the OCWD Groundwater Certification Replenishment System from 70 MGD to 100 MGD. The project involved the Advanced Water Treatment Facility (AWPF) expansion, and the Secondary Effluent Flow Equalization project. The expansion required the construction of several new structures, including two 7.5 MG above -ground steel storage tanks, 1,000 linear feet of 54-inch diameter pipeline, 200 linear feet of 54-inch diameter pipeline, a LIV facility for installation of two new LIV trains, a decarbonation tower, a lime saturator, and other modifications and upgrades. California Water Service Pump Station 42, Los Angeles, CA. Project Manager. Responsible for geotechnical investigation and geotechnical observation and testing during construction. The project consisted of booster station upgrades at Pump Station 42 adjacent to property at 1037 North Eastern Avenue, Los Angeles, California. The concrete masonry pump building, a 4,000-gallon surge tank concrete pad, and one diesel generator pad were constructed at the site. The project included a seismic hazard evaluation to meet current applicable seismic codes. The structure loads for the proposed construction are not known at this time and are anticipated to be low. East 27t' Street Water Main Replacement, Long Beach, CA. Project Manager/Project Engineer. Provided oversight of the geotechnical observation and testing, special inspection and material testing during construction. The project consisted of replacing existing water line with 4,100 linear feet of cast iron pipe on East 27th Street, Elm Avenue, Pasadena Avenue, Linden Avenue and Via Passilo in the City of Long Beach, California. The project included the installation of various valves, service laterals and fire hydrants; reconnecting existing service lines and fire hydrant lines to the new water line; replacing existing water meters; abandoning existing water mains and service laterals. 25B-53 @C.m McmwllaM Mark Schluter, PG, CEG, CHG - Lead Geologist Mr. Schluter has 40 years of experience in applied EDUCATION engineering geology, hydrogeology and geotechnical • Graduate Studies, Engineering engineering. As a senior engineering geologist, he has Geology/Ground Water Hydrology, conducted a wide range of geotechnical studies for dams, California State University, Los reservoirs, pipelines, pump stations, treatment plants, and Angeles, 1984 groundwater studies for projects throughout California and • BS, Earth Sciences, California State Nevada. His responsibilities include supervision of field Polytechnic University, Pomona, 1979 investigations, instrumentation and providing thegeology and AA, Pasadena City College, seismic hazard evaluations for the geotechnical investigation Pasadena, 1976 study. Mr. Schluter provides supervision and project management of field services during all phases of project grading and construction. REGISTRATIONS/CERTIFICATIONS • California, Professional Geologist Relevant Experience No. 4527 • California, Certified Engineering Geologist No. 1415 Orange County Water District Groundwater • California, Certified Hydrogeologist Replenishment System, Fountain Valley, CA. Senior No.41 Geologist. Provided oversight of geological conditions and • 40-Hour Hazardous Materials Health analysis for the project. The project consisted of modifying & Safety Course, 29 the OCWD Groundwater Replenishment System from 70 CFR 1910.120, 1990 MGD to 100 MGD. The project involved the Advanced Water Treatment Facility (AWPF) expansion, and the Secondary Effluent Flow Equalization project. The expansion required the construction of several new structures, including two 7.5 MG above -ground steel storage tanks, 1,000 linear feet of 54-inch diameter pipeline, 200 linear feet of 54-inch diameter pipeline, a UV facility for installation of two new UV trains, a decarbonation tower, a lime saturator, and other modifications and upgrades. Orange County Sanitation District P1-37 Primary Clarifiers 16-31 & Related Facilities, Fountain Valley, CA. Senior Geologist. Provided oversight of geological conditions and analysis for the project. The project included the construction of 16 new primary clarifiers with support equipment, improvements to existing primary clarifier 6-15 and improvements to primary clarifiers 1-5. Orange County Sanitation District P2-90 Trickling Filters Project, Huntington Beach, CA. Senior Geologist. Provided oversight of geological conditions and analysis for the project. A new secondary treatment facility with a rated treatment capacity of 60 MGD was planned and constructed at OCSD Plant No. 2 to upgrade the sewage treatment process to meet current secondary treatment standards. The project excavation required construction dewatering due to shallow groundwater conditions, river recharge and ocean tides. The Proposed Trickling Filters Project consisted of the following major structures: Three (3) Trickling Filters with diameter of about 150-foot each, Six (6) Secondary Clarifiers with a diameter of about 135-foot each, Solids Contact Tank and Sludge Re -aeration Facility, Trickling Filter Pump Station, Blower and Power Building, Odor Control Facility and 108-in diameter Primary Effluent Conduit. Orange County Sanitation District Brookhurst P2-66, Task 3, Huntington Beach, CA. Senior Geologist. Provided oversight of geological conditions and analysis for the project. The project involved the P2-66 headworks replacement within the Orange County Sanitation District's Plant No. 2 sewage treatment facility in Huntington Beach. 25B-54 IIA- TRIADCONSULTING —h SVSTFM DFSIGN GROIIF'. I Il — EDUCATION RICHARD A. WITHERS, CPP, CMAS, CISM SENIOR CONSULTANT • M.A., Security Management Webster University, San Diego Campus, 1997 • M.A., Computer Resources and Information Management, Webster University, San Diego Campus, 1997 • B.S., Criminal Justice and Criminology, University of Maryland, University College, 1994 • Former Adjunct Professor, University of Phoenix Online, College of Criminal Justice & Security: Security Management and Criminal Justice Graduate Programs PROFESSIONAL REGISTRATIONS / CERTIFICATIONS • Certified Protection Professional (CPP), ASIS International, (#727521), 1997 • Certified Master Anti -Terrorism Specialist (CMAS), Anti- Terrorism Accreditation Board, 2007 • Certified Information Security Manger (CISM), Information Systems Audit and Controls Association, (#0404401), 2003 • Certified in Homeland Security — CHS-III, (#101568), 2003; Fellow, American Board for Certification in Homeland Security, 2015 • Infrastructure Liaison Officer (ILO), FBI - InfraGard- Los Angeles Chapter / DHS, 2010 • Infrastructure Protection Certificate, DHS - TEEX, 2017 AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE Mr. Withers is an internationally recognized subject matter expert with over 34 years of experience within the security industry. He is a Fellow, American Board for Certification in Homeland Security and Board Certified in Security Management as a Certified Protection Professional with an extensive background in Enterprise Security Risk Management; development, creation, and expansion of security policies, requirements, procedures, guidelines, specifications and organizational security architectures. His tenure as the Chief Security Officer (CSO) for several technical and Fortune 500 companies allows him to provide clients with expertise regarding security risk management, physical, personnel, privacy, project, information, and cyber security. As a retired Counterintelligence Officer, Mr. Withers provides a solid hands-on background in force protection, counter -terrorism, counter -espionage, and Technical Surveillance Countermeasures (TSCM). He served as a Deputy Federal Security Director with the Transportation Security Administration, and is thoroughly familiar with laws, mandates, and recommendation for the Department of Homeland Security along with those homeland security requirements for utilities, ports, airports, and other transportation facilities. Mr. Withers is a member of the Association of Threat Assessment Professionals (ATAP) and InfraGard, an information sharing and analysis partnership between the Federal Bureau of Investigation (FBI) and the private sector. SELECTED PROJECT EXPEREINCE UTILITIES Massachusetts Water Resources Agency, Security Assessments — Boston, MA (2019) Vulnerability assessmentof3 critical sites Security Assessment Recommendations Report Tarrant Regional Water District, Security Assessments and • Security Master Planning Security Master Plan Consulting —Fort Worth, TX (2017-2018) • Threat and Vulnerability Assessment Project Manager & Senior Security Consultant Security Organization Concept of Operations • Enterprise Security Risk Management &Security Security Master Plan Technology Convergence Vulnerability Assessments of25 Facilities • Project Management Contra Costa Water District, Security Assessments and • Counter -Terrorism / Counterintelligence / TSCM Recommendations Report— Contra Costa, CA (2017) Project Manager & Senior Security Consultant Vulnerability Assessments oft Water Treatment Plants 2 5 gk- 5 6- Recommendations Report TRvDCaNSI m RICHARD A. WITHERS, CPP, CMAS, CISM — Senior Consultant Placer County Water Agency, Security Master Plan Consulting —Auburn, CA (2016-2017) Senior Security Consultant Security Standards Development Security Master Plan Vulnerability Assessments of 68 Facilities City of Buena Park Water Department, Vulnerability Assessment & Planning,' and Security Upgrade for Boiserranc Well Consulting Buena Park, CA (2015 & 2016) Project Manager & Senior Security Consultant Vulnerability Assessment Recommendations Report Security Upgrade and Recommendations for Boiserranc Well Metropolitan Water District of Southern California, Vulnerability Assessment Update and Security Program Review Los Angeles, CA (2013 and 2018) Project Manager & Senior Security Consultant Vulnerability Assessments of 8 new or refurbished critical infrastructure sites Security Operations Review Security Plan Update Santa Clara Valley Water District, Security Planning Study Consulting —San Jose, CA (2008-2009) Senior Security Consultant District -wide site surveys and needs analysis of 23 sites New York Power Authority, Security Assessments and CIP Compliance Consulting —White Plains, NY (2008-2010) Senior Security Consultant Vulnerability Assessments NERC CIP Compliance San Diego Gas & Electric, Orange Grove Energy Project, Security Plan Development Consulting —San Diego, CA (2008) Senior Security Consultant NERC/FERC Compliance Review Security Plan Metropolitan Water District of Southern California, Task Based Security Consulting Los Angeles, CA (2006-2008) Project Manager & Senior Security Consultant Assess Remote Site Entry Control Structures Vehicle Barrier System Study Perimeter Alarm Study Institutional Key Control Study VSAT Conversion City of Beverly Hills Water Department, Security Enhancement Project Consulting Beverly Hills, CA (2006) Senior Security Consultant Site Surveys MUNICIPAL GOVERNMENT City of Portland, OR, Security Assessments and Security Master Plan Consulting —Portland, OR (2017-2018) Vulnerability Assessments of92 Facilities Security Master Plan Canyon County, ID, Vulnerability Assessments and Security Master Plan Consulting —Caldwell, ID (2017 — 2018) Senior Security Consultant Vulnerability Assessments of 18 Facilities Security Master Plan City of Temecula, CA, City -Wide Video Surveillance Plan Consulting —Temecula, CA (2017) Senior Security Consultant City Video Retention Policy City-wide Video Surveillance Plan Report City-wide Video Operational Use Analysis City of Riverside, CA, Urban Area Security Initiative Consulting —San Bernardino & Riverside, CA (2016-2017) Project Manager & Senior Security Consultant Vulnerability Assessments of71 Facilities Entry ofAssessments into the California Common Operating Picture (CaICOP) Software Platform. City of Riverside, CA, Urban Area Security Initiative Consulting —San Bernardino & Riverside, CA (2018 present) Project Manager & Senior Security Consultant Vulnerability Assessments of 105 Facilities Entry ofAssessments into the California Common Operating Picture (CalCOP) Software Platform. Riverside County, CA, Task Based Security & Technology Consulting —Riverside, CA (2015 —2018) Board of Supervisors Chamber Technology Upgrades Riverside University Health System o Vulnerability Assessment ofRUHS Main Hospital and Campus — Moreno Valley, CA o Physical Security Recommendations for 15+ RUHS Off -Campus Projects Transportation & Land Management Agency o Security Assessmentof20TMLAlocations o Recommendation Reports PROFESSIONAL AFFILIATIONS • Anti -Terrorism Accreditation Board (ATAB) • ASIS International ♦ Co -Chairman (2015 & 2016), Security Applied Sciences Council ♦ Past Chairman (2004 & 2005), Information Technology Security Council • Association of Threat Assessment Professionals (ATAP) • FBI - InfraGard • Information System Auditing and Controls Association QSACA) • Information Security Systems Association (ISSA) • Marine Corps Counterintelligence Association (MCCIA) ♦ Vice -Chairman of the Board (2014 —Present) 25gk-56 TawDCaN MU BEVAZ & PATEL, INC. Subhash Patel, PE, SE Project Manager 10920 Via Frontera, Suite 210 San Diego, CA 92127 (858) 451-0374 Beyaz & Patel EXHIBIT C Beyaz & Patel E hme Hng expercz emce 1975 November 14, 2019 Mr. Rudy Rosas CITY OF SANTA ANA 215 Center Street, Building Santa Ana, CA 92703 10920 Via Frontera Suite 210 San Diego, CA 92127 (858) 451-0374 phone w .beyazpatelxom O w Jacebookcom/beyazpatel © #beyazpatel Subject: Cost Proposal for Engineering Services for Seismic And Structural Assessment of the City's Potable Water Storage Reservoirs Dear Mr. Rosas: Please accept our rate sheets. Regards, Beyaz & Patel, Inc. Subhash Patel, PE, SE President and Principal Structural Engineer r 25B-59 BEYAZ & PATEL, INC. HOURLY BILLING RATE SCHEDULE Fiscal Year 2019 Professional Classification Principal Engineer Senior Structural Engineer Senior Engineer Engineer Technical Classification CAD Designer Administrative Classification Clerical/Word Processing Hourly Billing Rates $241.00 $209.00 $164.00 $137.00 $130.00 $75.00 Notes: 1. Hourly billing rates are adjusted annually at the beginning of the fiscal year. 2. Other Direct Costs will be billed at cost. 3. Mileage will be billed at Federal standard mileage rate. 25 B-60 Beyaz & Patel, Inc. EXHIBIT 2 AGREEMENT TO PROVIDE ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF WATER STORAGE RESERVOIRS THIS AGREEMENT is made and entered into this 7th day of April, 2020 by and between Richard Brady & Associates, Inc. ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On October 15, 2019, the City issued Request for Proposal No. 19-105, by which it sought qualified contractors to provide engineering services for the seismic and structural assessment of the City's potable water storage reservoirs. 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. 19-105. 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 At the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 19-105 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 agrees to pay, and Contractor agrees to accept as total payment for its services, under this Agreement, the rates and charges identified in Exhibit C. Contractor is one of three contractors selected to provide services on an as -needed basis under REP No. 19-105. The total compensation for services provided by all contractors selected under REP No. 19-105 shall not exceed the shared aggregate amount of $625,000 during the term of this agreement, including any extension periods. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. 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. 2=�`1 3. TERM This Agreement shall commence on the date first written above and terminate on April 6, 2023, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one 2-year period upon a writing executed by the City Manager and City Attorney. 4. PREVAH,ING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 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. Ifthe 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 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. 2'C2 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. (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. 2=93 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. 1►11 a 1►I y I ► 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. 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 City of Santa Ana 20 Civic Center Plaza (M-30) 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: Richard Brady & Associates, Inc. 2655 Camino Del Rio North, Suite 100 San Diego, CA 92108 Attn: Richard Brady 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 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. TERNIINATION 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-DISCRINIINATION 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. 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: Daisy Gomez Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney gy.. J n M. Funk Assistant City Attorney RECOMMENDED FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency CITY OF SANTA ANA Kristine Ridge City Manager CONTRACTOR Name: �Z IcI}A�D g12R0�r Title: C D Page 8 of 8 25B-68 EXHIBIT A SCOPE OF WORK INTRODUCTION AND BACKGROUND The City of Santa Ana is located in the County of Orange in Southern California. The City encompasses 27.2 square miles and a population over 343,000 people. The City of Santa Ana Public Works Agency— Water Resources Division oversees and maintains the daily operations of the Water System and Sanitary Sewer System. The City of Santa Ana's water system has an average day demand of about 43 MG with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at 5 sites, 7 MWD connections, 21 groundwater wells, 7 pump stations, 4 pressure regulating stations and utilizes 2 pressure zones Per the City's most recent Master Plan dated 2017, the City has seven locations with ground level storage tanks and one elevated storage tank. Three of the reservoirs are steel tanks and the remaining seven are concrete tanks. There are three storage tanks (reservoirs) at the John Garthe site. The following table has combined these three reservoirs at the John Garthe site to form one reservoir with an equivalent diameter to represent the total storage volume available at the site. Cambridge Concrete 1.3 1 Variable 17.2 Area Crooke Concrete 6.0 1 Variable 21 Area John Garthe Concrete 15.8 3 277 35 South Concrete 6.0 1 219 22 Walnut Concrete 7.0 1 Variable 22 Area The City is soliciting proposals from qualified professional consulting firms to provide engineering services to evaluate the concrete reservoirs only. The City shall select one firm to provide these services. The City has budgeted $625,000 in study and design funds for this purpose over a five year period. DESCRIPTION OF PROJECT The Consultant's scope of services shall include the following tasks: Task 1 - Proiect Management: The Consultant shall conduct a kickoff meeting with the City to discuss the goals and objectives for the project. At this kickoff meeting, project reporting/communication protocols will be City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-69 established, a project schedule will be provided and key issues will be discussed to establish the project guidelines. Consultant will prepare and lead all meetings and provide meetings minutes. The Consultant shall conduct at least four project team meetings throughout the project duration and include key City staff as well as key sub consultants/contractors. The Consultant shall submit an initial schedule with pertinent milestones for the major tasks involved in the Project. The schedule shall be updated monthly, or more often, as required. Task 2 — Preliminary Engineering Services: It will be incumbent upon the Consultant to find and review all records, including, but not limited to the previously referenced "as -built" drawings and the most recent dive reports, if any. The Consultant shall also conduct interviews with appropriate City engineering and operations staff. City staff will assist in the records search as time permits. Task 3 — Field Inspection Services The Consultant shall provide all labor, equipment, materials and incidentals necessary to perform inspection of the interior and exterior of the existing reservoirs, including reservoir appurtenances. Investigation will include exterior observation of above grade walls, roof and appurtenances, may require the exposing of the existing pre -stressing, where required, (Contractor or registered engineer will need to specialize in the appropriate AWWA requirements for the type of tank) and determined by visual inspection and shotcrete sounding based on areas showing signs of possible distress. Extreme care shall be taken not to damage the existing prestressing when removing any material. Any areas that are chipped will be patched within 24 hours with appropriate material. Interior inspection will include observations of the floor, walls, any exposed footings, underside of roofs, pipes, appurtenances and confirmation of as -built tank dimensions (wall height and inside diameter). Inspections will be conducted while the reservoir is drained where applicable. A separate inspection while the reservoir is in operation with water up to the maximum operational level present in the tank. The Consultant shall provide its own small boat or inflatable raft for use in entering all tanks where water is present. When entering confined spaces, the Consultant shall meet all safety requirements in accordance with Cal -OSHA, Title 8, General Industry Safety Orders, Group 16, Article 108 (Confined Space Entry), Group 26 (Diving Operations), Article 152, 153 and other applicable sections. All Consultant staff entering the reservoirs must be certified in Confined Space Entry and follow any California Department of Public Health (DPH) requirements and American Water Works Association (AWWA) standards pertaining to disinfection of personnel entering potable water reservoirs. Where diving is required, the Consultant shall meet all applicable safety requirements and DPH and AWWA standards. Conduct pH testing of the concrete in sufficient locations to make an appropriate engineering judgment of its condition. City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-70 Remove samples of sealants, joint compounds, steel pipe coatings, and any other coatings where appropriate, to determine if they contain lead, chromium or zinc in levels exceeding allowable limits addressed in Title 22 of the California Code of Regulations . Evaluate the condition of any observed concrete cracking or spalling, particularly in areas where there may be exposed rebar. Mark and photograph non -hairline cracks (wide enough to stick a dime in) using NSF 61-approved paint. Note areas in each reservoir where corrosion is evident, especially where exposed rebar is present. Determine whether existing sacrificial cathodic protection anodes in those areas are sufficient to deter corrosion. If not, make appropriate recommendations for additional cathodic protection, if warranted. As part of this investigation, the Consultant shall conduct an initial assessment of visually observable corrosion, and if warranted, perform the following tests to better define the extent of the problem and make appropriate mitigation recommendations: Electrical continuity tests using exposed reinforcing steel to record reinforcing steel -to - concrete potentials . 2. Electrical resistivity tests to determine the voltage difference between existing exposed rebar and other nearby sections of exposed rebar per ASTM C876. 3. Penetrating radar half -cell tests. 4. pH and chloride testing of spalled concrete or other samples that may be gathered if no spalled concrete samples are present. 5. For partially buried reservoirs, consider soil sampling around the tanks to determine potentials at the tank perimeter. Task 4 — Engineering Services The Consultant shall prepare a seismic, structural and corrosion and security assessment master report of the concrete reservoirs. Seismic & Structural Element: The evaluations shall be site specific and include a full review of the original design plans for each reservoir as well as take into consideration all conditions identified in Task 3. The report shall include analysis of whether or not the reservoirs meet current civil, structural and seismic design standards including ASCE 7 (Minimum Design Loads for Buildings and Other Structures), ACI 318 (Building Code Requirements for Structural Concrete), ACI 350 (Code City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-71 Requirements for Environmental Engineering Concrete Structures) and the CBC (California Building Code) as applicable to the design and/or retrofit of potable water storage reservoirs. The Consultant's analysis shall take into account all structural components including floors, walls, columns, roofs and the entire tank lid including all entry portals. Report on the condition of expansion joints and sealants. Report on the condition of all appurtenances including floats, overflow piping, inlet and outlet piping, drains, ladders, etc. Recommend locations for destructive (core samples) testing of reservoirs with applicable analysis types. Upon approval from the City, commence with testing and proper repairs for the sample being selected. If non-destructive methods of testing can be recommended as alternatives, please provide a comparison with the corresponding core sample test and the advantages and disadvantages of one test over the other. Consultant shall perform a reservoir freeboard evaluation using both the current ASCE 7 requirements and the current requirements of AWWA D110. Compute and recommend safe water level recommendations based both on freeboard equations and the structural conditions of the tank walls. Corrosion Assessment Element: Once the initial corrosion assessment has been completed and appropriate additional testing, where warranted, has been performed, the Consultant shall prepare a "repair strategy" with budget -level construction costs for mitigating existing and anticipated corrosion problems in the reservoir, which shall include a report on the conditions of the coatings protecting all steel appurtenances (e.g., inlet/outlet, overflow and drain piping, etc.). That strategy shall include appropriate recommendations for replacing coatings, replacing corroded metal appurtenances with fiberglass, polyethylene, PVC, polypropylene or FRP appurtenances, and/or adding cathodic protection as needed. Security Assessment Element: Prepare an overview assessment of reservoir tank security. This assessment shall include an overview of the adequacy of existing tank security measures including padlocks, fencing, gates, tank vents, access points, hatches, cages and cameras and shall include recommendations to upgrade due to age or foreseen failure. This assessment is not intended to provide an exhaustive and detailed evaluation of other security apparatus. Summary of Conclusions and Recommendations: The Consultant shall provide a baseline evaluation that summarizes the general condition of all the reservoirs considered in this study. The conclusions shall prioritize any deficiencies found based upon consequence of failure and likelihood of failure criteria. This shall be done on a system wide level (all reservoirs evaluated) as well as on a site specific level. Any recommended City of Santa Ana - RFP 19-1C7 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-72 repairs or retrofits shall require methods of rehabilitation, design criteria and baseline structural criteria. In the event that the Consultant finds that the reservoirs do not meet current structural and seismic codes, the following recommendations, at a minimum, shall be provided: Appropriate upgrades to bring the reservoirs into compliance, and Appropriate safe water levels and roof loads in current condition before repairs can be accomplished. The Consultant shall provide preliminary estimates for all recommended repair work with a schedule/timeline for when the repairs should occur and in the order in which they should occur. In those instances where it is not economically practical to upgrade a reservoir to meet the previously referenced codes and standards, the Consultant shall prepare: 1. A preliminary level cost opinion for replacing the storage facility. 2. A narrative on the constructability issues associated with any newly proposed storage facilities. 3. A preliminary estimated time of construction for each newly proposed storage facility. Design Element: If requested by the City, the Consultant shall provide final engineering design services for the appropriate recommended repair work from the reservoir assessments. The Consultant shall consider this element as part of the cost proposal and have the ability to provide these services. The Consultant shall provide any necessary site work, foundation design or repair elements, structural support, coatings, related mechanical or electrical work to provide a complete repair design. The Consultant's scope for this piece will generally include the following: The Consultant will provide a geotechnical report of the site where required by a licensed geotechnical engineer. The Consultant shall prepare all necessary bid documents including all civil, structural, mechanical or electrical work as required to provide a complete project. The City shall provide the boilerplate specification to the Consultant. 3. The Consultant shall manage a pre bid meeting when requested. City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-73 4. The Consultant shall provide bid support services including responses to bidder requests for information (RFI), addendums, etc. 5. The Consultant shall provide construction engineering services for review and approval of submittals, responses to RFI's, as -builds and construction meetings when requested. Task 5 — Value Added Services The Consultant is invited to identify any additional tasks, inspections, or other services that the Consultant feels should be considered as part of this scope of work. If any value added services are identified, the Consultant shall provide a description of the item as well as a cost associated with this item. The cost will not be considered part of the base fee during the evaluation of the proposals, but may be added at the City's discretion upon award of a contract. ---End of SCOPE OF WORK Section.— City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-74 3 RICHARD BRADY B ASSOCIATES, INC. Prepared for: Rudy Rosas, P.E. Principal Civil Engineer 2655 Camino Del Rio N. Suite 100 San Diego, California 92108 Phone: (858) 496-0500 www.richardbrady.net OF SANTA ANA 215 S. Center Street, Building A Santa Ana, CA 92703 25B-75 WHY CHOOSE BRADY? • BRADY's Proposed Project Manager, Richard Brady, P.E., BCEE, is one of the most experienced reservoir rehabilitation design experts in the United States with more than 150 million gallons of water storage tank experience in Southern California alone. • Richard Brady began his career at James M. Montgomery (JMM) Consulting Engineers in 1980. Mr. Brady is intimately aware of JMM concrete reservoir designs, (Crooke, Cambridge, South, and Walnut Reservoirs) • BRADY Vice President Max Dykmans, P.E., S.E., is the former Owner of DYK Incorporated (now called DN Tanks) and has been involved in thousands of individual prestressed concrete reservoirs during his decades at DYK, (John Garthe Reservoirs) • BRADY's Corporate resume exceeds 500 million gallons of reservoir projects in individual sizes from 250,000 gallons to 52 million gallons. • BRADY's concrete reservoir rehabilitation experience includes all types: conventionally reinforced concrete and prestressed concrete, and all shapes: circular, rectangular, square, and custom shapes. • Lee Biggers, P.E., S.E., is a BRADY Vice President and leads our Structural Engineering Group. Lee has more than 45 years of experience in concrete reservoir rehabilitation up to 21.5 MG. • BRADY's lower overhead structure will deliver cost competitive engineering services, with unmatched quality and experience. (Alvarado WTP - 2 x 21 MG & 1 x 35 MG Prestressed Concrete Reservoirs) 091 lm��Js ` RICHARD BRADY &ASSOCIATES, INC. 25B-76 CONTENT A. COVER LETTER 1 ................................................................................................ B. ................................................................................................ AGREEMENT STATEMENT 3 C. FIRM AND TEAM EXPERIENCE 4 ................................................................................................ D. ................................................................................................ UNDERSTANDING SCOPE OF SERVICES 7 E. ................................................................................................ RELEVANT PROJECT EXPERIENCE 13 F. ................................................................................................ REFERENCES 15 APPENDIX 17 5MG Circular Prestressed Concrete Reservoir Inspection, City of Fountain Valley, CA Max Dykmans, P.E., S.E.; Richard Brady, P.E., BCEE; R. Lee Biggers, P.E., S.E.; Randy Smith, Jacob Finkler, P.E. (From left to right) 0 RICHARD BRADY &ASSOCIATES, INC. 25B-77 ALL SPECIFIC RFP QUESTIONS ANSWERED ON ONE PAGE! A. Cover Letter • Richard Brady, P.E., BCEE and BRADY CEO is the authorized representative who can make legally binding commitments for BRADY. • BRADY's type of business entity is a C Corporation. B. Agreement • BRADY takes no exceptions to the City's Standard Agreement. C. Firms and Team Experience • Richard Brady, P.E., BCEE will serve as the project manager/principal agent. • George Murdoch will be in charge when Richard Brady is unavailable. • Key personnel include Max Dykmans, P.E., S.E., Lee Biggers, P.E., S.E., Amanda Del Bello, P.E., Jacob Finkler, P.E., Howard Johnson, Ryan Nishimura, P.E., and George Murdoch. • Firm size is 55 employees. We are pleased to report we don't have 90,000 employees and we're not listed on the New York Stock Exchange. • Richard Brady & Associates (BRADY) is a professional services organization where our reputation is our number one priority. Clients get "roll up the sleeves" customer service the old-fashioned way, where we place client satisfaction above quarterly profits. BRADY is not a bottom line driven organization. • Richard Brady will be the primary contact person to represent BRADY. D. Understanding Scope of Services • BRADY strongly believes that concrete reservoirs from the 20th century can be rehabilitated and salvaged at a cost much lower than replacement. A concern that the City should be aware of is that large consulting firms don't share this philosophy because of their corporate desire to assume zero risk. It is less risky to design a replacement reservoir over rehabilitation. BRADY seeks tofind maximum valueforour clients where being cost conscious is a major driver. E. Relevant Project Experience • BRADY's resume for completing similar assignments in the past 5 years in southern California is unmatched by any other firm, regardless of their size. F. References • This is BRADY's strong point. We know our clients will provide rave reviews for our past performance. We encourage you to call every reference we have provided. RICHARD BRADY &ASSOCIATES, INC. 25B-78 A. COVER LETTER November 14, 2019 Mr. Rudy Rosas. P.E. Principal Civil Engineer City of Santa Ana Public Works Agency 215 S. Center Street, Building A Santa Ana, CA 92703 Subject: Engineering Services for Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs — RFP No. 19-105 Dear Mr. Rosas, Richard Brady & Associates, Inc. (BRADY) is pleased to submit this proposal to provide Engineering Services for Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs. BRADY will provide the City of Santa Ana with a team of highly skilled, Southern California - based professionals committed to providing responsive service and successful project execution. Our team brings a wealth of relevant past experience that will directly benefit the City in the performance of these seismic and structural evaluations. Our staff has worked on more than 100 reservoir projects exceeding 500 million gallons in total water stored. Given the importance of this project to BRADY, I (Richard Brady. P.E., BCEE) will serve as the Proiect Manager for this assignment. When including the resume of BRADY Vice President Max Dykmans. P.E.. S.E.. to mine, our reservoir resume is unmatched by any firm in the United States, including any firm in the ENR Top 50. Max is the former Owner of DYK Incorporated (now called DN Tanks). He is well known throughout the industry as an expert in reservoir design, construction, and rehabilitation and has been involved in thousands of individual reservoirs during his decades at DYK. His experience will be invaluable for the review of the City's prestressed concrete reservoirs (the John Garthe 5 MG twin reservoirs) and the circular 6 MG South Reservoir (Pritzker design). Our niche is in the water market with a specialized emphasis on water storage projects. Our projects have been completed in partnership with a diverse range of public interest organizations, regulatory agencies, corporate stakeholders, and active local community interest groups. Projects have been located in a variety of environments, from populated beach communities to rural parts of Southern California. BRADY has unmatched and extensive knowledge of reservoir design and construction, as not only RICHARD BRADY &ASSOCIATES, INC. 25B-79 are we a designer of reservoir projects, we also possess a State of California Class A contractor's license (#778834) and have completed numerous design -build reservoir projects as the General Contractor. Ouroutstandingservice and reputation in Southern California area resultof successfully completing challenging reservoir were contacted by Vista Irrigatioi their critical 5.0 MG prestressed in 1961. The external gunite coating had spalled in several areas at the base of the tank, allowing corrosion and failure of the external wrapping wire (see photos). designs, construction and rehabilitation projects. In 2017 we i District (VID) regarding a serious structural issue with one of concrete reservoirs constructed With the failure of the 5.0 MG Westminster Reservoir in 1998 forever in the memories of firms working in the reservoir design and construction business, we immediately advised VID to take the tank out of service and commenced an evaluation of the structural integrity of the 55-year-old reservoir. We developed a rehabilitation plan that BRADY performed under a sole source contract as the General Contractor and Designer of Record for $3,490,000, with the primary purpose to return this reservoir to service as soon as possible. The work was completed in less than 9 months, roughly twice as fast as that would be achieved through a design - bid -build execution model. The project was deemed a huge success for VID. and as result they contracted BRADY for a second similar 5.0 MG reservoir rehabilitation project. that is currently underway at a sole -sourced contract cost of $6,317,331 (see photo below). For further proof that BRADY is southern California's leader for the rehabilitation of concrete tanks, the City of Upland chose BRADY over all other firms in the industry to assess their existing 7.5 MG Reservoir 15 in November 2016. The existing Reservoir 15 is a "Pritzker Tank" (a form of a prestressed concrete reservoir similar to Santa Ana's South Reservoir) built in the mid-1970s. It is similar in construction to the 5.0 million -gallon Pritzker tank that failed catastrophically in Westminster, CA. Due to this unfortunate design similarity and because the tank is completely exposed at grade, the City made the decision to build a new reservoir adjacent to the existing reservoir. BRADY designed the new 7.5 MG replacement reservoir that will begin construction in 2020. In the meantime. the City hired BRADY via a sole source contract to install a number of 7-wire strand "belts" around the entire reservoir as a precautionary move given the new tank won't be in service for up to two years (see photos below). M ' � _ . __-- RICHARD BRADY &ASSOCIATES, INC. Lee Biggers, P.E.. S.E.. BRADY Vice President and head of our Structural Engineering Group will serve as our Proiect Structural Engineer. Mr. Biggers has more than 45 years of structural engineering experience on a vast number of reservoir projects, many of which involved concrete tanks similar to the City's tanks to be studied in this contract. This experience includes the award winning 21.5 MG Overmyer reinforced concrete reservoir rehabilitation project for the City of Huntington Beach. In addition, Lee is thoroughly versed in and knowledgeable of all current building codes and regulatory structural requirements. Howard Johnson, BRADY Executive Vice President and former Utilities Manager for the City of Huntington Beach, will serve as our Technical Advisor on this project. Howard has over 30 years of "hands on" experience with operating distribution systems and reservoirs, and therefore is an invaluable asset for an assignment like this. George Murdoch, BRADY's Orange County Office Manager and former Utilities Manager for the City of Newport Beach, will serve as our Quality Assurance Manager (QAM) on this project. Like Howard, George has over 40 years of "hands on" experience with operating distribution systems and reservoirs, and therefore is also an invaluable asset for an assignment like this. Both Howard and George have the operator's perspective in mind, and are well known and respected throughout the Los Angeles and Orange County water industry. As requested in the RFP, I, Richard Brady, am the authorized representative who can make legally binding commitments for BRADY. BRADY is a C Corporation. We look forward to the opportunity to serve the City of Santa Ana and its project management staff and operations staff. If you have any questions regarding our proposal, please contact me directly at 619/701-1956 or by email at rbrady@rbrady.net. Sincerely, CEO RCE#36175 B. AGREEMENT BRADY has read and understands the City Professional Services Agreement. BRADY is prepared to sign an agreement that includes indemnification and hold harmless language. BRADY has not identified any issues related to the Professional Services Agreement. RICHARD BRADY &ASSOCIATES, INC. 25B-81 C. ORGANIZATIONAL CHART ALITYASSURANCEI I PROJECT MANAGER I I TECHNICAL ADVISOR UALITY CONTROL George Murdoch I I Richard Brady, PE, BCEE F-1 Howard Johnson ASSISTANT PROJECT MANAGER Amanda Del Bello, P.C. ELECTRICAL TRUCTURAL / SEISMIC EVALUATIONS Ryan Nishimura, PE R. Lee Biggers, PE, SE INTERIOR CONDITION SSESSMENT / DIVE TEAM Jacob Finkler, PE Joel Reyes Amanda Del Bello, PE Garrett Murawsky, PE Randy Smith E SURVEY GEOTECHNICAL REPORT CORROSION ASSESSME Coast Survey Nick Coates NOVA Services *Resumes for each BRADY team member can be found in Appendix A. V&A Engineering n flf RICHARD BRADY &ASSOCIATES, INC. 25B-82 a C. CONSULTANT TEAM KEY YEARS DEGREE(S) REGISTRATION ROLE EXPERTISE ERSONNEL Reservoirs; civil Richard Brady BS Civil PE 39 Project Manager engineering; value Engineering BCEE engineering; project management. MS Structural Interior Reservoir design; Jacob Finkler BS Civil PE 11 Assessment & structural engineering; Engineering Dive Engineer civil engineering Seismic and structural Lee Biggers BS, MS Civil pE, SE 45 Structural engineering; Engineering Engineer reservoir design and rehabilitation Grade V Water Distribution; Grade II Water quality Assurance/ George Murdoch Treatment; 40 QA/QC Manager Quality Control AW WA Grade III Water Distribution Assistant Project Amanda MS Civil Manager Reservoir design; Del Bello BS Civil PE 10 / Interior structural engineering; Engineering Assessment & civil engineering Dive Engineer Garrett MS Civil Murawsky BS Civil PE 4 Civil / Design Design Production Engineering Joel Reyes 40 CADD Section Design Production Manager BS Electrical Electrical Electrical Design, Ryan Nishimura Engineering PE 20 Engineer SCADA, I&C Start-up& Testing Reservoir and BA Business State License water treatment Howard Johnson Administration Water Treatment 35 Operations plant operations Operator and maintenance; hydraulics. C RICHARD BRADY &ASSOCIATES, INC. 25B-83 C. SUB -CONSULTANTS BRADY is both an engineering firm and Class A general contractor. BRADY has the capacity to perform all of the design work using our in-house design disciplines. Subcontractors will include: NOVA COAST SURVEYING, INC. ._A V&A consulting engineers C Coast Surveying, Inc. has provided land and engineering surveying services throughout Southern California for the past 38 years offering a broad range of surveying services that includes Construction Layout, Design Surveys, Aerial Mapping, Property Related Surveys and Structural Monitoring Surveys. Current and recent clients include the City of Los Angeles, LA Metro, SCRRA, Caltrans, US Navy, OCTA, LAWA, the counties of Orange and Los Angeles, and numerous municipalities. Coast Surveying has a proven track record of providing the surveying services on schedule and within budget. At Coast Surveying we pride ourselves on our depth of surveying experience, our accessibility, our accountability and our responsiveness. Coast Surveying is a Certified DBE/SBE firm and operates from a single location in Tustin, California. Coast currently employs 28 people, 5 of who are professional licensed surveyors. V&A Consulting Engineers, Inc. (V&A) is a consulting firm founded upon corrosion engineering and condition assessment as core disciplines in May 1979. V&A has earned a national reputation as a company providing comprehensive and specialized services to assist utility owners with evaluating, rehabilitating, and preserving municipal infrastructure assets. We provide the information utility owners need to make smart decisions Ibased on the data we collect in the field. We have completed several pump station condition assessment projects for water and wastewater systems throughout California. V&A is made of professionals passionate and dedicated to this practice and has the necessary experience and breadth of resources to successfully tAk RICHARD BRADY &ASSOCIATES, INC. 6 D. UNDERSTANDING SCOPE OF SERVICES Though no project can follow a "cook book" approach, there are many things we've learned over the years that form the basis of our initial thinking for reservoir rehabilitation projects. The critical and/or unique elements of this project are significant but not unusual. As noted above, we view reservoir projects as civil engineering designs with a hydraulic emphasis. If you don't get the hydraulics right, everything else falls apart. We take understanding existing hydraulics very seriously, and recognize it as and one of the most important aspects of a reservoir rehabilitation design. Our experienced structural team has successfully rehabilitated concrete tanks up to 21.5 MG. We have found what makes a reservoir project unique are the hydraulic considerations and ensuring water reliability and water quality. Items we address in our assessment of the pros and cons for each alternative include: 1. Hydraulic considerations. How does the reservoir function with the entire system? 2. How is flow distribution within the reservoir handled? 3. How is water quality assured by proper distribution and mixing over a continuous period? 4. How can we assure reservoir turnover to manage the "age of water"? 5. Access for operations and maintenance: How do we assure safe access, where do we locate new hatches, and how do we provide adequate ventilation and lighting? For example, BRADY strongly recommends that internal stainless steel stairs be installed to eliminate the need to scale a 20 to 30- foot ladder, no matter how many safety measures are provided. We strive to eliminate any way a person can be injured by entering a reservoir. 6. Overflow and drainage. Where does overflow discharge to? How is drainage of the reservoir satisfied? Designing for the City's O&M personnel is a critical success factor and BRADY will work closely with the City's O&M staff. Though it may be a functional solution to a problem, a project is often considered a failure by the designers in hindsight if the needs of O&M are not thoroughly satisfied. In addition to the technical approach, a well thought out management approach is the other side of the balance beam. We know from our long history in the water business that schedule and budget compliance are critical success factors. We know the City has the public to answer to, and there is nothing worse than going over budget or long on schedule which means going back to the City Council. Making sure we don't go down this path begins with a clear understanding of the project's scope and the City's specific requirements, the assembly and commitment of an experienced team along with all necessary resources, establishment, monitoring, and maintenance of the project's deliverables within set parameters, which includes schedule and budget, and RICHARD BRADY &ASSOCIATES, INC. 25B-85 execution of the work with all appropriate levels of review to ensure that the project's delivery meets the standards and expectations of the City. All of the City's reservoirs to be studied under this contract have lived long lives and have served the City well for many decades. The City's reservoirs were once state of the art and very commonly used throughout the Southern California region. Each of these design solutions lasted well into the 1990's and early 2000's for small to medium sized tanks, surviving many earthquakes. For example, the 20 MG Alvarado Regulating reservoir design of 1946 and the 35 MG Earl Thomas reservoir design of 1955, both located at the City of San Diego's Alvarado Water Treatment Plant, were "state of the art" for their era, but could not stand the test of time. Given their extreme poor condition, there was no alternative to demolition and replacement. The demolition and replacement of these two large reservoirs were designed by our Project Manager, Richard Brady, P.E., BCEE. We have successfully met this challenge before in an award -winning way. We were able to squeeze 42 MG of new storage in the existing 20 MG footprint by raising the HGL by 1 1. Alvarado WTP, 1950s, 20 MG and 35 MG Reservoirs 2. 20 MG Regulating Reservoir, 1992, roof in distress 3. Demolition, sloped walls, gunite removed 4. Subgrade forthetwo new 21 MG Reservoirs 5. Floor slab underway, shoring in place 6. West Reservoir accelerated construction 7. 75%complete, West Reservoir (right side of photo) S. 90%complete, West Reservoir (right side of photo) 9. West Reservoir placed into service (right side of photo) 10. Project completed, APWA 1995 National Project of the Year for the United States (all projects), $25M or less r foot, and lowering the bottom by 20 feet. This project from start to finish can be seen in the progressive photos below. The time has come to rehabilitate the City's reservoirs with 21st century design standards and to comply with today's structural design codes that continue to evolve, typically after the most recent devastating earthquake (Northridge, 1994). How this project turns out will depend on how we make the key decisions together. Resolving these issues in a timely and cost-effective way is the "BRADY sweet spot". We always search for the easiest solutions to a problem and follow the path of least resistance. Where Reservoir Projects Go Wrong? — the BRADY Focus 1. Any potential environmental issues are not resolved in advance. Keeping promises is critical. 2. Hydraulics. Reservoirs and associated pump stations are actually attempts to solve a hydraulic problem — how to deliver water in the desired quantity and pressure, all of the time. 3. Overflow events. The amount of water released in an overflow can be significant, and substantial downstream damage can occur to private properties unless this hydraulic issue is thoroughly understood. 4. Confined spaces/safety. As noted previously, it is always important to consider the safety of Operations and Maintenance (O&M) staff during the design. It is our desire to minimize confined spaces at all times, but when unavoidable, to provide superior means of ingress and egress such as internal and external stairs to provide the best design for those tasked with O&M of a facility. The existing reservoirs are actually very large confined spaces, any improvements we can make to improve access and safety is worth the exercise. 5. A study of "unintended consequences" should be a part of the early planning process. Taking facilities even partially out of service that currently perform an essential daily water supply function is never as easy as it sounds. We know from our long history working on very similar projects, it is imperative to "keep the water flowing". We know that every activity requires the development of a detailed sequence of events to show how the work will be performed in the most expeditious method possible, with the most important component — the contingency plan — in the event assumptions do not turn out as planned. 6. We strongly believe that the City's existing reservoirs are ideal candidates for complete rehabilitation, at a cost considerably less than constructing a new tank. BRADY has completed many "tank within a tank" projects, most notably the 21.5 MG Overmyer Reservoir for the City of Huntington Beach. The reservoir roof was removed, columns were reinforced, a new wall and floor were placed on the inside of the existing reservoir to act as "form work". We replaced the roof and returned 21.5 MG to service at a cost of $6.6M, which was a staggering savings to the City. Most recently, in a design/build sole source contract for Vista Irrigation District, we rehabilitated a 5.0 MG reservoir that was built in 1961. We completed the project at Y2 the cost of a new tank, in Y2 of the time. Photos of other "before" and "after" photos are shown on the following page. 0 RICHARD BRADY &ASSOCIATES, INC. 9 25B-87 Methods BRADY will use to execute our approach: 1. Conduct the kick-off meeting the day following the notice to proceed. This meeting will be in a workshop format between all BRADY staff assigned to this project and City of Santa Ana engineering and operations and maintenance staff. Roles and responsibilities will be defined; system hydraulics will be reviewed in sufficient detail to eliminate any assumptions; project objectives will be identified as target goals that must be met; and all critical path items will be identified. 2. As it stands now, we see the critical path items as follows: a) Research and documentation of existing conditions and utilities. BRADY will conduct a site reconnaissance of each site and appurtenant facilities with City personnel. This task will serve to inform the team of logistical considerations, site layout constraints, utility locations (both above ground and underground), and other concerns. The BRADY Team will corroborate data on existing plans to confirm preliminary plans, layouts, locations of utilities, improvements and other related facilities. b) If necessary, BRADY is prepared to conduct dive inspections with our two certified structural engineer/divers, Amanda del Bello, P.E., and Jacob Finkler, P.E. (photos below) c) Confirming all hydraulic assumptions. d) Reviewing our new geotechnical studies to confirm reservoir structural seismic design criteria. e) Completing the seismic review of the existing designs is a key decision point. Understanding how we will bring the existing reservoirs "up to code", perhaps installing baffling systems to achieve desired improvements in circulation, and provide access to complete interior work is critically important. BRADY will assign individual task leaders to work in tandem to complete the critical path items. TASK LEADE AREA OF RESPONSIBILITY Garrett Murawsky, P.E. Existing Condition and Utilities Richard Brady, P.E., BCEE Confirm Hydraulic Assumptions Howard Johnson George Murdoch Amanda Del Bello, P.E. Interior Dives and Interior Condition Assessment Jacob Finkler, P.E. Randy Smith R. Lee Biggers, P.E., S.E. Seismic Evaluations Max Dykmans, P.E., S.E. Richard Brady, P.E., BCEE Basis of Design Reports George Murdoch Howard Johnson Of specific concern, the City's existing 6 MG South Reservoir will be our immediate focus due to the design similarity to the City of Westminster's 5 MG Pritzker tank failure in 1998. The tank was designed following the "Pritzker" method for prestressed concrete, and became notoriously famous when the City of Westminster's 5 MG Pritzker tank failed catastrophically on September 21, 1998 at 5:45 a.m., instantaneously releasing a full 5 million gallons of water into the adjacent residential neighborhood. We are aware that the City reinforced the reservoir following the Westminster failure, and the City's reservoir still in service is partially below grade, making the chance of catastrophic failure unlikely. The only known Pritzker still in service is a 7.5 MG reservoir owned by the City of Upland. For the City of Santa Ana, 21 years has passed since the Westminster failure. The existing reservoir is showing signs of some distress. Spalling concrete is occurring, which means corrosion of reinforcing steel is occurring. Some steel reinforcement is likely now exposed to the elements. RICHARD BRADY &ASSOCIATES, INC. tt r - • • For all the reservoirs in question, BRADY's approach will be separated into two phases: Phase 1 1. Interior boat inspection by BRADY structural engineers to view the underside of the reservoir roofs; the reservoir elevation should be as high as possible to allow the best view, but also provide enough headroom for the engineers. 2. Drain the reservoir to allow BRADY structural engineers to assess the structural condition of the reservoir floor, columns, walls, and wall to footing interface. 3. Conduct an inspection of the reservoir exterior. 4. Perform corrosion assessments for each reservoir. 5. Perform site specific geotechnical studies. 6. Obtain site specific surveys. 7. Perform tank security assessments for each site. 8. Review the existing structural drawings, to determine whether the reservoir meets current structural/seismic design codes, with specific emphasis on the reservoir roofs. 9. Discuss what it will require to take the reservoir out of service for an extended time to allow for construction lasting up to 12-18 months. 10. Prepare a letter report of our findings, conclusions, and recommendations. Meet with the City and to discuss the contents of the report. Phase 2 1. Investigate design options to repair and rehabilitate each reservoir and to bring them up to current seismic design codes. 2. Prepare repair strategies. 3. Develop cost estimates for proposed repair options. 4. Develop construction schedules. n �� 111 RICHARD BRADY &ASSOCIATES, INC. 12 25B-90 E. RELEVANT PROJECT EXPERIENCE A partial list of projects performed by BRADY containing similar scope details, and contact information are summarized in the table below. PROJECT NAME / SCOPE OF WORK PROJECT REFERENCE LOCATION TEAM CONTACT 35 MG Earl Thomas Design and Construction Administration Richard Brady, PE Mike Wallace Reservoir/City of San Diego 619/419-6884 21.5 MG Overmyer 2 small reservoirs were demolished Richard Brady, PE Debbie De Bow Reservoir/City of (1 and 1.5MG) and a 21.5 MG Lee Biggers, SE 714/536-5525 Huntington Beach reservoirwas rehabilitated; design and construction administration 5.0 MG HP Reservoir Design -build for the rehabilitation of a Richard Brady, PE Randy Whitman Rehabilitation 5.0 MG prestressed concrete reservoir Lee Biggers, SE 760/597-3157 originally constructed in 1961 2-21MG Regulating Design and Construction Administration Richard Brady, PE Norm Pierce Reservoirs/City of San Diego 619/987-1915 (retired) 7.5 MG Prestressed Design of the new Prestressed Concrete Richard Brady, PE Bob Critchfield Concrete Reservoir/City of Reservoir Lee Biggers, SE 909/291-2930 Upland 5.0 MG Reservoir and Design -build for the rehabilitation of a Richard Brady, PE Temo Galvez Booster Pump Station/City 5.0 MG prestressed concrete reservoir Lee Biggers, SE 714/593-4517 of Fountain Valley originally constructed in 1972 10 MG San Antonio Park Structural review and rehabilitation Richard Brady, PE Bob Critchfield Reservoir Evaluation/City of analysis study Lee Biggers, SE 909/291-2930 Upland Amanda Del Bello, PE 5.0 MG HB Reservoir Design -build for the rehabilitation of a Richard Brady, PE Greg Keppler Rehabilitation 5.0 MG prestressed concrete reservoir Lee Biggers, SE 760/597-3136 originally constructed in 1961 Amanda Del Bello, PE 20 MG Pechstein Reservoir Structural review and roof rehabilitation Richard Brady, PE Greg Keppler Rehabilitation analysis study Lee Biggers, SE 760/597-3136 Amanda Del Bello, PE 7.5 MG Pritzker Tank Interim Design/Build Fix Richard Brady, PE Bob Critchfield Repair Lee Biggers, SE 909/291-2930 6.0 MG Peters Canyon Evaluation of Roof Replacement Richard Brady, PE Lisa Ohlund Reservoir/East Orange Alternatives Lee Biggers, SE 949-542-3351 County Water District 10 MG El Morro II/Laguna Structural review and rehabilitation Richard Brady, PE David Youngblood County Water District analysis study Jacob Finkler, PE 949-342-1440 Lee Biggers, SE 2-1 MG Reservoirs and 1 at Structural review and rehabilitation Richard Brady, PE Mark Reifer 10MG/California American analysis study, design for improvements Lee Biggers, SE 626-614-2517 Water Jacob Finkler, PE 2-8 MG Reservoirs Structural review and rehabilitation Richard Brady, PE Scott Miller analysis study Lee Biggers, SE 714-545-3693 Amanda Del Bello, PE n �� 111 RICHARD BRADY &ASSOCIATES, INC. 13 25B-91 PROJECT NAME / LOCATION BEFORE AFTER 35 MG Earl Thomas �"'...s+.'_� Reservoir/City of San Diego` - � X 21.5 MG Overmyer of`. 5 tl� 0-1Reservoir/City Huntington Beach '`Lt 2-21MG Regulating - Reservoirs/City of San Diego 5.0 MG HP Reservoir` = - •, f Rehabilitation/ Vista Irrigation - District 7.5MG Pritzker Tank 1 NEW • _ _ Now O ID RICHARD BRADY &ASSOCIATES, INC. 14 25B-92 F C CLIENT REFERENCES �Qti00NTAlpN e AGE COG, o f 9jeR 'pjSS� ww VISTA IRRIGATION DISTRICT CITY OF HUNTINGTON BEACH Debbie DeBow, P.E. (714) 536-5528 CITY OF FOUNTAIN VALLEY Temo Galvez, P.E. (714) 593-4517 CITY OF UPLAND Bob Critchfield, P.E. (909) 291-2930 EAST ORANGE COUNTY WATER DISTRICT Lisa Ohlund (949) 842-3351 LAGUNA COUNTY WATER DISTRICT David Youngblood, P.E. (949) 342-1440 VISTA IRRIGATION DISTRICT (VID) Randy Whitmann, P.E. (760) 597-3187 RICHARD BRADY &ASSOCIATES, INC. 15 25B-93 APPENDIX A. ATTACHMENT 3: REFERENCES A-17 ................................................................................................ B. ATTACHMENT 4: NON -COLLUSION AFFIDAVIT B-18 ................................................................................................ C. ATTACHMENT 5: NON -LOBBYING CERTIFICATION C-20 ................................................................................................ D. ATTACHMENT 6: NON-DISCRIMINATION CERTIFICATION D-21 ................................................................................................ E. RESUMES E-23 ................................................................................................ F. JMM DESIGN METHODOLOGY FOR CONCRETE RESERVOIRS F-49 ................................................................................................ RICHARD BRADY &ASSOCIATES, INC. 25B-94 Appendix ATTACHMENT 3: REFERENCES List and describe fully the contracts performed by your firm which demonstrate your ability to provide thesupplies, equipment or services included in the scope of the proposal specifications. Attach additional gapes if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Vista Irrigation District (VID) Customer Name: Contact Individual: Randy Whitmann P.E. Address: 1391 Engineer Street Phone Number: 760-597-3187 Vista, CA 92081-8840 Facsimile Number Contract Amount $3,491,000 Year: 7/2016 - 5/2018 Description of supplies, equipment, or services provided: HP Reservoir- Study, recommendations, design, rehabilitation Reference Customer Name: City of Fountain Valley Contact Individual: Tema Galvez, P.E. Address: 10200 Slater Avenue Phone Number: 714-593-4517 Fountain Valley, CA 92708 Facsimile Number: 714-593-4494 Contract Amount: $338,715 Year: 1/2019 - 6/2020 (ongoing) Description of supp:'ies, equipment, or services provided: Reservoir 2 & pump station - study, recommendations, design, CM of rehabilitation and new structures. Reference Customer Name: City of Upland Contact Individual: Bob Critchfield. P.E. Address: 1370 N Benson Ave Phone Number: 909-291-2930 Upland, CA 91786 Facsimile Number: NA Contract Amount: $705,390 Year: Description of supplies, equipment, or services provided: 6/2017 - 7/2018 Reservoir 15 - Study, recommendations design fix for Pritzker tank. THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. City of Santa Ana - RFP 19-W2 Emergency Water and Sewer Repair Services Page 20 of 35 RICHARD BRADY &ASSOCIATES, INC. A-77 25B-95 NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 71D6) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7166 the BIDDER declares that the bid is not made 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; thatthe BIDDER has notdirectly 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 other 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 depositary, orto any member or agent thereof to effectuate a collusive or sham bid. Nate: The above Non -collusion Affidavit is part of the Proposal. BIDDERS are cautioned that making a false certification may subject the certifier to criminal prosecution. Signed State of California County of Subscribed and sworn to (or affirmed) before me on this day of 20_, by , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me - r� i4-7-%P4C/Pt1� Notary Public Signature Notary Public Seal City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair Services Page 27 of 35 flf RICHARD BRADY &ASSOCIATES, INC. B-18 25B-96 JURAT 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 Counlyof Sar "p�ago Subscribed and swom to (or affirmed) before me on this // day of N aufa L-, ✓ , 20/7 by 2A'ahs,tf �raAiN I proved to me on the basis of satisfactory evidence to be the persons) who appeared before me. IEVAN DYPJMNs Notary Public - California San Diego County Commission N 2296521 NaComm. Expires Aug 21, 2023 Signature (Seal) OPTIONAL INFORMATION INSTRUCTIONS The mail ofatl Jones completeam California after January 1, 2015 Meatus in the Perm as set lost within this Juat There are no exceptions If Jural to be completed does not Fncow ibis form, to rwfery must correct to verbiage by using ejuretaWmp matuining to correct Wegarg or attaching a separate juml team seen as see one wet does Contain the proper woNyrg. In addition, Ire solely must re swe an cat or arfirma6on Gem to DESCRIPTION OF THE ATTACHED DOCUMENT U.." signor regani to beleft0on s of me conienle of the ducumenl The doeumere must he signed AFTER the oat or alfirealiw. days document was previously A/Ga'i-C-0a3&.. Asir �0.N} signed Imusfbe iesignetlt fiant Who notary public during fhery2tpocess Jule or description detached docummQ . State and county Information must be the state and county where the document signers) personally appeared before the notary public. true or description sinful tloeemeti wnrmued) • Date of notarization most be the date the signers) personally appeared which must also be the same date the jurat process is completed, / Number of Pages Document Date Print the name(s) of the document sigmer(s) who personally appear at the time of notarization. • Signature ofthe notary public must match the signature on file Win the Additional infomation office of the county clerk. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or Ines. If seal impression smudges, meal if a sufficient area permits, otherwise complete a differenljurat form. -a Additional information Is not required but could help to ensure this jural is not misused or attached to a different document. •Y Indicate the or type of attached document, number of pages and date. • Securely attach this document to the signed document with a staple. 2015 Ver=.ion wwve.NotaryC lasso a... 800-873-9866 (a RICHARD BRADY &ASSOCIATES, INC. B-19 25B-97 CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NON -LOBBYING CERTIFICATION The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) 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 toinfluence 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 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 this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. This certification is a material representation of fact. upon which reliance was placed when this transaction was made or entered into. Submission of this cert'rficaticn 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 the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. Signed: k—<�X pC,E--Jj.- Title: (_(--r'a Firm: (ZAL�AF• -Qa,&r t SC0, 1` — Date: l ` —� i — -Z-b E i' City of Santa Ana - RFP 19-032 Emergency Water and Sevver Repair Services Page 1 of 35 � 6 �� llf RICHARD BRADY &ASSOCIATES, INC. c-20 r - •• CITY OF SANTA ANA RFP NO.: 19-032 EMERGENCY WATER AND SEWER REPAIR SERVICES NON-DISCRIMINATION CERTIFICATION The undersigned Consultant or corporate officer, during the performance of this contract, certifies as follows: 1. 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 affirmative 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, ortransfer; 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 clauses 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 partand 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. City of Santa Ana - RFP 19-032 Emergency Water and Sevier Repair Services Page 29 of 35 +F, n fll RICHARD BRADY &ASSOCIATES, INC. D-21 25B-99 CITY OF SANTA ANA RFP NO-: 1 M32 EMERGENCY WATER AND SEWER REPAIR SERVICES 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 by rules, regulations, or ordersofthe 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 subContractor or Consultant as a result of such direction bythe administering agency, the Consultant may requestthat 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 Stats, 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 all the penalties imposed for a violation of the Chapter. Signed: Title: i Firm: �A A,-L pir-A.Qti. 4, I�SS�I;�F y Date: —1 � I City of Santa Ana - RFP 19-032 Emergency Water and Sewer Repair Services Page 30 of 35 0 RICHARD BRADY &ASSOCIATES, INC. D-22 25B-100 BRADY YEARS EXPERIENCE 39 YEARS WITH FIRM 20 (Firm's Owner) PRIMARY WORK LOCATION San Diego EDUCATION BS, Civil Engineering, San Diego State University, 1980 Leading Professional Service Firms, Harvard Business School LICENSES / CERTIFICATIONS Civil Engineer, California No. 36175 Diplomate, American Academy of Environmental Engineers, No. 97-20026 PROFESSIONAL AFFILIATIONS American Public Works Association American Water Works Association San Diego County Water Works Group 0 Richard Brady, PE, BCEE Principal -in -Charge & Project Manager Professional Summary Richard Brady is the founder, President and Chief Executive Officer of Richard Brady & Associates (BRADY). He has 39 years of experience in water resources planning and in the design, management, and construction administration of drinking water supply projects. His fields of specialization include: predesign, design, value engineering, construction management, and start-up services for many large drinking water treatment plants, pump stations, and reservoir projects. Mr. Brady is a graduate of Harvard Business School's "Leading Professional Service Firms" and the "Owner -President Management" program. He is also an internationally - recognized water engineer, and a contributing author to the AWWA's "Water Treatment Plant Design". He has served as the Program Manager for the City of San Diego Water Infrastructure Master Plan, and his design experience includes nationally -acclaimed water treatment facilities. Project Experience 35 MG Earl Thomas Reservoir Demolition and Replacement Project, Client: Malcolm Plrnie and the City of San Diego Title: Project Manager Design of a 35 MG prestressed concrete, circular reservoir 411 feet in diameter and 40 feet tall. Responsible for civil site work, including the appurtenant piping, pumping, and flow control equipment required for operation of the new clearwell. Design services include preparation of civil site plans; structural, mechanical, and electrical drawings, and supplemental specifications for the prestressed concrete tank. Two Partially Buried 21 MG Prestressed Concrete Reservoirs Client: City of San Diego, California Title: Project Manager Managed construction administration phase of the reservoirs. Each reservoir has a diameter of 311 feet and a water depth of 39 feet. A portion of the roof of one of the reservoirs became a Native Plant Demonstration Garden featuring plants indigenous to San Diego. From this garden, the nature study area of the canyon below and areas surrounding the plant are interpreted. 4.5 MG Miramar Ranch North Reservoir Client: City of San Diego Title: Project Manager Managed the design and construction phase of a 4.5 MG pre -stressed concrete reservoir. 1.1 MG Alvarado Water Treatment Plant Filter Backwash System Rehabilitation Client: Malcolm Pirnle and the City of San Diego Title: Project Manager Design and construction of a 1.1 MG prestressed concrete, circular backwash tank 65 feet in diameter and 45 feet tall. Responsible for civil site work, including the appurtenant piping, pumping, and flow control equipment to replace the existing filter backwash system for eight 120 mgd filter modules. Design services include preparation of civil site plans; structural, mechanical, and electrical drawings; and supplemental specifications for the prestressed concrete tank. RICHARD BRADY &ASSOCIATES, INC. E-23 25B-101 BRADY Richard Brady, PE, BCEE Principal -in -Charge & Project Manager Point Loma Water Tank and Pipeline Client: City of San Diego Title: Project Manager Design of a 650,000 gallon prestressed concrete reservoir, and 1,000 feet of 12-inch diameter steel pipeline to serve industrial and fireflow requirements at the Point Loma Wastewater Treatment Plant. 3.2 MG Santa Ynez Reservoir Client: Santa Ynez River Water Conservation District Title: Project Manager Managed the construction phase of a 3.2 MG prestressed concrete reservoir and responded to contractor requests for clarifications and provided project assistance to resident construction manager. 17 MG Conventionally Reinforced and Buried Los Coches Reservoir Client: Padre Dam Municipal Water District Responsible for predesign, design, and construction management. 1.0 MG Steel Tank and Booster Pump Station Client: U.S. Navy Responsible for predesign, design, and construction management. 3.3 MG Shadowridge (Lupine Hills) Reservoir Client: Vista Irrigation District Responsible for predesign, design, and construction management of a partially buried prestressed concrete reservoir. Otay Water Treatment Plant Upgrade Client: Montgomery Watson Harza Title: Project Manager Design of a new U.V. disinfection system and ancillary facilities, including yard piping, grading, chlorine contractor, and related work to be added to the existing water treatment plant. The plant is designed for an immediate upgrade to 40 mgd and for the future expansion to 60 mgd. Project included the study of plant hydraulics and emergency power requirements. City of Poway WTP Aqua Ammonia Feed Facility Client: City of Poway Title: Project Manager Design of a new aqua ammonia facility at the 36 mgd Lester J. Berglund Water Treatment Plant in the City of Poway. Design of a new chemical feed building, chemical storage facility, concrete enclosure for the 6,000-gallon aqua ammonia tank, and new yard piping. Responsible for review and approval of contractor submittals and request for information. Seismic Evaluation Study of Three Prestressed Generate Reservoirs Client: City of Cerritos Title: Project Manager Performed a seismic evaluation study of three prestressed concrete reservoirs. The first reservoir is a 12 MG partially buried concrete reservoir. The second and third are both 6 MG above ground reservoirs. Investigated current condition and structural integrity of each reservoir through an examination of all project related documents. Participated in a site investigation, and performed detailed analytical structural calculations, and developed a preliminary structural design and cost estimate to retrofit the reservoirs. Overmyer Booster Station and Reservoir Rehabilitation Project Client: City of Huntington Beach Title: Project Manager 0 RICHARD BRADY &ASSOCIATES, INC. E-24 25B-102 BRADY Richard Brady, PE, BCEE Principal -in -Charge & Project Manager Design of rehabilitation methods for the 21.5 MG partially buried Overmyer Reservoir No. 3, including demolition plans for two reservoirs located adjacent to Overmyer No. 3 and the upgrade and rehabilitation of the Overmyer Booster Pumping Station. Pumping station houses two Johnston vertical turbine pumps that are driven by 450 HP Waukesha natural gas fed engines through right angle gear drives. The pumps are rated at 6,500-gpm capacity at 165 feet total dynamic head. San Diego 17 Flow Control / Pumping Facility Client: City of San Diego / San Diego County Water Authority Title: Project Manager Project began with a siting study and progressed through final design of a flow control and pumping facility at the City of San Diego's Alvarado WTP. The facility pumps filters water from the Alvarado WTP into the Authority's Aqueduct (Pipeline 4) at a pumping rate of 10 to 100 cubic feet per second, for delivery to the City's mid -city distribution service area. The 60 mgd pumping plant features 6 vertical turbine pumps flow control valves, and state-of-the-art instrumentation and controls. SDCWA Interim Filtered Water Pipeline Client: Malcolm Pirnie and the City of San Diego Title: Project Manager Design of 720 feet of a 30-inch steel pipeline, which transfers treated water from the San Diego County Water Authority's Pipeline 4 Aqueduct, (a 108-inch treated water pipeline in Lake Murray Boulevard) to the City of San Diego's Alvarado WTP for an emergency source of treated water. Design of an above -ground metering and pressure reducing station, consisting of parallel above -ground 24-inch Cla-Val pressure reducing valves, followed by twin 24-inch venturi meters with integral modulating flow control valves. 200 mgd Alvarado Water Treatment Plant Expansion and Rehabilitation Project - Phase II Client: City of San Diego Title: Project Manager Design of new sedimentation basins, ozone contactors, and filter backwash facilities, as well as upgrades and rehabilitation to the existing sedimentation basins, filters, and operations building. Responsible for the preparation of a preliminary design study for the existing filter backwash water storage and conveyance facilities, and evaluation of flocculation and sludge removal equipment for new and existing basins. Provided technical support and project background information to the VE team, and an evaluation of the impact due to implementing VE ideas. Participated in all technical review meetings, assisted in preparation of project design schedules, and reviewed construction cost estimates. Prepared periodic design progress reports, design calculations, and technical documents concerning treatment capacity for review by the California Department of Health Services. Prepared permit review packages for the City's Development Services Department. 200 mgd Alvarado Water Filtration Plant Expansion and Rehabilitation Project - Phase Client: City of San Diego Title: Project Manager Design of rapid mix facilities for the first expansion phase of the Alvarado WTP. Design and electrical, mechanical and structural layout of: the effluent control structure and filter washwater recovery basin, and new rapid mix facilities and influent pumping facilities. Provided assistance with specifying pump control valves and the sequence of operation for two 10/8/5 MGD, 2-speed 150 HP and four 25 MGD, constant speed, 400 HP pumps. Fallbrook 3/Rainbow 1 Flow Control Facility Client: San Diego County Water Authority Title: Project Manager Design of a replacement facility for the existing Fallbrook 3 (30 cfs) / Rainbow 1 Flow Control Facility (22 cfs). Project required a surge and hydraulic analysis to specify flow control equipment, including sleeve valves and venturi meters. Age and severe cavitation problems dictated that this facility be replaced with a state-of-the-art flow control facility capable of handling the high pressures from the Authority's aqueduct and the varying demands from the adjacent water districts. 0 RICHARD BRADY &ASSOCIATES, INC. E-25 25B-103 BRAY Richard Brady, PE, BCEE Principal -in -Charge & Project Manager Filter Valve Upgrades and Rehabilitation, Robert A. Perdue Water Treatment Plant Client: Sweetwater Authority Title: Project Manager Design for upgrades to existing filter backwash facilities at the 30 MGD Robert A. Perdue WTP, and preparation of design drawings and specifications for replacement all valves, operators, backwash piping, and electrical supply piping. Performed field surveys of all existing backwash piping, control system equipment, and physical facilities, and conducted an investigation into an existing air release problem in the filters. Eastside Reservoir Project - Secondary Inlet Client: Metropolitan Water District of Southern California Member of the Value Engineering (VE) team, which reviewed the 30%design of a 96-inch diameter secondary inlet pipeline, tunnel, shaft, and outlet structure. Eastside Reservoir Project- Inlet/Outlet Tower Client: Metropolitan Water District of Southern California Member of VE team which reviewed the 90% design of a 260-foot high concrete shaft type outlet structure for the 800,000 ac-ft Eastside Reservoir and associated facilities, including 144-inch pipelines, tunnel and butterfly valves, hoists, fish screens, bulkheads, and an access bridge. Eastside Reservoir Project: P-1 Pumping Facility Client: Metropolitan Water District of Southern California Member of the VE team which reviewed the 90% design of a 2,100 cfs pumping station that included 12 4.5 MW variable speed pumps, large diameter piping and valving, chlorination equipment, and a pressure control facility. South Bay Flow Control Facilities Client: San Diego County Water Authority Title: Construction Manager Project consisted of four separate flow control facilities and pipeline projects. Project included construction of pipelines up to 48-inches and concrete and block buildings that house large diameter valves and controls, which regulate flow deliveries to various member agencies of the Authority. Projects were coordinated between several water agencies and have a total construction cost of over $6 million. San Carlos Pump Station Rehabilitation Project Client.: City of San Diego, Water Utilities Department Title: Project Manager Replacement of existing pump station with a new 3,900 gpm, 210 HP facility, including a 140 kW natural gas driven generator. Drinking Water Quality Improvement Program Client: City of San Diego Water Utilities Department. Title: Project Manager Prepared reports addressing City-wide issues of water supply and transmission, water quality, environmental considerations, specific predesign reports for the Alvarado (200 mgd) and Miramar (215 mgd) WTPs, and master planning for the Lower Otay (60 mgd) and North City (60 mgd) WTP. The estimated construction cost for projects identified in the DWQIP is $460 million dollars. 24 mgd Lester J. Berglund Water Treatment Plant Expansion Client: City of Poway Title: Project Manager Project included demolition of the existing Hardinge filters and construction of four dual media filters, new chemical storage and feed facilities, chlorination system improvements and chlorine scrubber facilities, new rapid mixing pumps and chemical diffusion system, a new wash water tank and related pumping system n �� flf RICHARD BRADY &ASSOCIATES, INC. E-26 25B-104 BRAY Richard Brady, PE, BCEE Principal -in -Charge & Project Manager improvements, and the expansion of the existing Control Building. Washington Aqueduct's 240 mgd Dalecarlia and 120 mgd McMillan Water Treatment Plants Client: U.S. Army Corps of Engineers, Baltimore District Title: Project Manager Prepared the Comprehensive Performance Evaluation (CPE) and the Conceptual Plan for the Modernization of the project. The two reports were ordered by the USEPA following a boil -water advisory that was issued to nearly 1 million people in December of 1993. Hudson River Supply Alternatives Project for the New York City Department of Environmental Protection Client: Bureau of Water Supply and Wastewater Collection Title: Quality Assurance Manager Project investigated mid-term alternatives for the pumping and treatment of 100 mgd, 200 mgd, and 300 mgd from the Hudson River supply. Long-term alternatives investigated capacities of 400, 800, and 1,200 mgd. 80 mgd Val Vista Water Treatment Expansion and Upgrade Project Client: City of Phoenix, Arizona Title: Project Manager Performed predesign, design and cost estimating for the design of a 140 mgd raw water pump station, grit removal, pre -sedimentation, and flocculation / sedimentation. Sydney Water Board BOOT Tender Submission Project Client: City of Sydney, Australia Title: Project Manager Development of conceptual designs for four new water treatment plants that were planned to be constructed in Sydney, Australia. The four plants included the 4200 ML/day (1,100 mgd) Prospect WTW, 600 MIL/clay (158 mgd) Macarthur WTW, 210 M/day (58 mgd) Woronora WTW, and 190 ML/day (53 mgd) Illawarra WTW projects. 40 mgd Lower Otay Filtration Plant Expansion Project Client: City of San Diego Complete rehabilitation of the existing plant and the construction of a new 75 mgd (1,050 HP) raw water pump station, rapid mixing, two flocculation and sedimentation basins, and 8 new filters. Other new facilities included chemical feed and storage, a 3,100 square foot expansion of the existing Operations Building, and a 600 kW emergency system. Responsible for predesign and design. 30 mgd RobertA. Perdue Pretreatment Addition and Modifications Project Client: Sweetwater Authority Complete rehabilitation of the existing treatment plant and the addition of a new facility, including rapid mixing, 2 two -stage flocculation and sedimentation basins, chemical feed and storage, chlorine feed and storage, and a 2,600 square foot expansion of the existing Operations Building. Responsible for predesign, design, and construction management. 90 mgd Escondido -Vista Water Treatment Plant Expansion Client: City of Escondido Expansion of the existing 37.5 mgd facility to 90 mgd. New treatment facilities included the construction of two sedimentation basins, each with four stages of flocculation, four filters, sludge equalization, activated carbon feed and storage, and other new chemical feed and storage systems. Responsible for design and construction management. PROFESSIONAL AFFILIATIONS American Public Works Association American Water Works Association San Diego County Water Works Group 0 RICHARD BRADY &ASSOCIATES, INC. E-27 25B-105 BRAY Richard Brady, PE, BCEE Principal -in -Charge & Project Manager PUBLICATIONS & PRESENTATIONS Brady, R. D., "Function and Form - Winning with Public Support", APWA International Public Works Congress and Exposition, Philadelphia, PA, September 2001. Brady, R. D., "Activated Carbon Processes," Water Treatment Plant Design, American Water Works Association, American Society of Civil Engineers, McGraw-Hill, 1997. Brady, R. D., and Millar, R. M., "Art and the Engineer: The Alvarado Water Treatment Plant Expansion and Rehabilitation," 1993 AWWA Engineering and Construction Conference, Cincinnati, OH, March 1994. Brady, R. D., "Alvarado Water Treatment Expansion and Rehabilitation," Proceedings, 1992 AWWA Annual Conference, Vancouver, B.C., June 1992. llf RICHARD BRADY &ASSOCIATES, INC. 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E-30 25B-108 BRAY YEARS EXPERIENCE 38 PRIMARY WORK LOCATION Orange County EDUCATION Water Utility and Environmental Resources LICENSES / CERTIFICATIONS California State Water Resources Control Board Water Grade V Water Distribution Certification (#3157) and Grade II Water Treatment Certification (#11727) American Water Works Association Grade III Water Distribution Certification PROFESSIONAL AFFILIATIONS Association of California Water Agencies (ACWA) American Water Works Association (AWWA) George Murdoch Technical Advisor Professional Summary George Murdoch has over 38 years of experience in utility operations and management. His primary areas of expertise include water distribution and treatment, wastewater operations as well as storm drain, streetlight, and oil & gas operations. He maintains the highest level of state water distribution certification and certified in water treatment. During his career he participated in the construction of two treatment facilities, a reservoir cover, numerous lift stations and pumping stations as well as built the Supervisory Control and Data Acquisition system (SCADA). Before joining Brady in 2018, Mr. Murdoch served as the Municipal Operations Director for the City of Newport Beach. In this capacity, he managed a fullservice water and wastewater utility as well as storm drain, streetlight and oil & gas operation with an annual operating budget of $33M and a staff of 60 employees serving a population of over 70,000. After retiring from the City of Newport Beach, Mr. Murdoch received the lifetime achievement award for 38 years of dedication and public service. Mr. Murdoch currently serves as a board of directors fora local water agency. Work Experience Brady (2018) - Assist cities and districts with annexation of service boundaries. Coordinate efforts with Local Area Formation Commission. Assist with oil well strategic planning. Assist with Supervisory and Data Acquisition strategic planning and updates. City of Newport Beach Utilities General Manager/Municipal Operations Director (2007-2018) - Responsible for directing and managing all city utility operations including water, wastewater, streetlights, storm drains and oil & gas. Responsible for a $33 million -dollar budget and 60 employees. City infrastructure and services include; 200 miles of water main and 190 miles of sewer collection system, 27,000 service connections, 22 wastewater lift stations, 3 reservoirs, 2 treatment facilities, 5 water pump stations, 16 oil wells, 3,000 street lights, and 4 water wells. Responsible for conducting rate studies and establishing rate adjustments for water and sewer services. Prepared and presented staff reports, resolutions, and municipal code to City Council for approval. Responsible for media and emergency operations as well as water conservation and efficiency compliant with state regulations. Served as the state designated Chief Operator responsible for water quality and distribution to 70,000 residents. Other projects include conversion of streetlights to LED lighting, Variable frequency drive replacements saving over a half million dollars a year in energy savings. City of Newport Beach Utilities Manager (2005-2007) - Managed water divisions including maintenance and repair, water quality, meter reading and customer service. Responsible for water supply and resources assuring the city has an adequate safe water supply. Managed the streetlight electrical division maintaining and repairing over 3,000 streetlights. Prepared and presented staff reports and contracts for City Council approval as well as Urban Water Management Plans and state water supply permits. City of Newport Beach Water Production Supervisor (2000-2005) - Supervised the division managing all water production facilities including pump stations, reservoirs, treatment facilities and pressure regulating facilities. Converted the treatment facilities from chlorination to chloramination using automation and new injection systems. Conversion of pumping operations to variable frequency drives for energy efficiency. Oversaw construction of the 600AF reservoir cover project. Responsible for City's water quality and distribution. City off Newport Beach Utilities Worker/ Water Plant Operator (1980-2000) - Provided hands on water and wastewater operations and maintenance activities including water and sewer main construction and replacement, water service installation and customer service. Operations of the City's water treatment plants, pump stations, and reservoir facilities. Oversaw the City's water laboratory taking samples and processing for bacteriological and physical testing to comply with state and federal regulations. Created the first automation system (SCADA) to remote control, monitor and alarm water and waste water stations. Participation in the construction and implementation of the City's water well operations and new treatment facilities. RICHARD BRADY &ASSOCIATES, INC. E-31 25B-109 BRADY JOINED FIRM 2010 EDUCATION B.S., Business Management, Columbia University, New Orleans, LA, 1997 LICENSES / CERTIFICATIONS California Grade II Water Treatment Certification (#9671) Department of Public Health certified in Bacteriological Quality and General Physical Analyses C Howard Johnson Technical Advisor/SME Professional Summary Mr. Johnson has over 35 years of water and wastewater experience, with a special emphasis in the planning, engineering and design of water facilities, water resource management, and operational evaluations. Over the course of 30 years at the City of Huntington Beach, Mr. Johnson commissioned, administered and managed numerous Master Plans and Urban Water Management plans that have resulted in over $90 million dollars of Capital Improvement Projects. He has also administered and managed various financial studies related to water supply, operational utility costs, weighted average of pumping costs, connection fees for regulatory compliance, utility demand analysis and forecasting, rate structures, Prop. 218 compliance, billing system requirements, conservation, and AMR/AMI meter reading systems. Under his management, the Southern California Gas Company and Southern California Edison recognized Huntington Beach as being one of the best operated and maintained utility divisions. Project Experience Orange County Water District, Annexation In 2013, Orange County Water District (OCWD) retained BRADY to facilitate multi -agency discussion on a large annexation request from (3) member agencies. Mr. Johnson acted as the facilitator, bringing all (19) member agencies to consensus on these annexation. Mr. Johnson conducted a series of meetings with all agencies, developed a "cost neutral" concept and annexation conditions that lead to agreements with the (3) requesting agencies excepted. The annexations in question had been in the development stages for over 15+ years. BRADY, in cooperation with OCWD and its member agencies were able to present contracts that led to a unanimous vote of the OCWD Board excepting the annexations as requested. Poseidon Resources Huntington Beach 50 MGD Desalination Project, Phase land 2. BRADY was selected to study distribution and demand scenarios for the distribution and sale of 50 MGD of desalinated water. The study was completed under a contract with the Municipal Water District of Orange County. Mr. Johnson acted as the Project Manager for the development of distribution scenarios. Mr. Johnson met with potential end users to identify institutional concerns and mitigation measures. Phase 2 required Brady to perform a cost analysis of the different distribution scenarios. BRADY was able to develop distribution scenarios that realized all 50 MGD to be used by local agencies. These scenarios saved millions of dollars in construction costs. In 2015, Orange County Water District (OCWD) retained the services of BRADY to work with their staff to develop distribution scenarios if OCWD was to take the entire 50 MGD into its existing system or within its member agencies. Mr. Johnson was assigned to this ongoing task that is scheduled to go before the Board in the summer of 2016. Technical Advisor/QA/QC Manager - Reservoir No. 2 Rehabilitation Project; Client: City Fountain Valley, CA BRADY was selected to provide design services for the City of Fountain Valley's Reservoir No. 2 rehabilitation project. Reservoir No. 2 is a buried 5 million -gallon prestressed concrete tank constructed in 1971 and is located within a City park. The project consisted of two phases. BRADY provided civil, structural, architectural and mechanical design services to extend the useful life of the tank. Howard Johnson provided review of all design documents and subject matter expertise on the selection of pumps, motors, and operating system. He also provided owner's operating manual for City use. RICHARD BRADY &ASSOCIATES, INC. E-32 25B-110 BRADY YEARS EXPERIENCE ort YEARS WITH FIRM 13 EDUCATION M.S., Civil Engineering, San Diego State University, 1973 B.S., Civil Engineering with Honors, North Carolina State University, 1964 LICENSES / CERTIFICATIONS Structural Engineer, California, No. S1825 Civil Engineer, California. No.C18330 Professional Engineer in WA, VA, NC, FL, TX, OK, CO NCEES, No.22539 Lee Biggers, PE, SE Lead Structural Engineer/Seismic Professional Summary Lee Biggers, S.E., has over 40 years of experience in the structural engineering profession, and has been responsible for the structural design of construction projects collectively totaling over $500M in construction cost. He has designed single and multi- story residential buildings, schools, waterfront structures, bridges, water/ wastewater structures, and airfield hangars. Mr. Biggers has also performed forensic investigations, peer reviews, rehabilitations, seismic studies, expert witness litigation, and value engineering over the course of his career. He has prepared PS&E packages, provided structural design, assessed structural stability and load -bearing capacities, and conducted seismic evaluations for new and existing structures. Reflecting his contributions to the profession, Mr. Biggers was inducted as a Fellow of the Structural Engineers Association of California. Project Experience Structural Engineer -21.5 MG Overmyer Reservoir Rehabilitation and Structural Upgrade - Huntington Beach, CA (City of Huntington Beach) — Mr. Biggers provided structural engineering services for the 21.5MG Overmyer Reservoir Rehabilitation. Following a detailed structural evaluation of the City of Huntington Beach's Overmyer Reservoir 1, 2, and 3, and based on recommendations from Richard Brady & Associates, the City elected to demolish Reservoirs 1 and 2, which held 1.0 and 1.5 million gallons, respectively. The City of Huntington Beach then elected to rehabilitate and structurally upgrade the larger 21.5 million gallon Overmyer Reservoir No. 3. To accomplish this task, the City retained Richard Brady & Associates to prepare design and construction documents. The upgrade of Overmyer Reservoir No. 3 included a complete structural upgrade of the below -ground retaining wall system and roof supporting columns. New 25-foot high cast -in -place reinforced concrete retaining walls and structurally -upgraded columns were built. In addition to the reservoir upgrade, Structural Engineer - Whitegates Reservoirs and Pump Stations; Riverside, CA (City of Riverside) —The Design/Build (D/B) project included design of two reservoirs and two pump stations. The new reservoirs provide a combined capacity of 9 MG with two pump stations capable of operating at 1600 MGD. Each of the two pump stations included utility service entrance, metering and power distribution, interior lighting, level, flow and pressure instruments, control panels with PLCs and spread spectrum wireless communications, VFDs and/or soft start motor controllers. Provided complete design, construction support, inspection and startup and commissioning services in support of this impressive project submitted for award to the Design Build Institute of America (DBIA). Structural Engineer - Peck Reservoir Booster Pump Station Upgrades; Huntington Beach, CA (City of Huntington Beach) — Project consisted of electrical, mechanical and structural upgrades to an existing water booster pump station to provide dual mechanical/electrical drive capabilities for four (4) existing 350 HP pumps. Primary project objective included evaluating the feasibility of upgrading existing Natural Gas (NG) engine driven pumps with right angle gear drives by adding combination gear drives and 350 HP variable speed electric motors to make electrical energy the new prime mover rather than the NG engines. The study required close coordination with Southern California Edison (SCE) to determine the capacity of the utility's distribution system in a densely populated residential area. RICHARD BRADY &ASSOCIATES, INC. E-33 25B-111 BRAD" JOINED FIRM 2017 PROFESSIONAL EXPERIENCE BEGAN 2007 LICENSES / CERTIFICATIONS Professional Civil Engineer, California, No.C78825 EDUCATION M.S., Civil Engineering, San Diego State University, CA, 2015 B.S., Civil Engineering, Manhattan College, Riverdale, NY, 2007 Amanda Del Bello, P.E. Professional Summary Ms. Del Bello has 12 years of experience in the engineering field with an emphasis in structural inspection and design. As Project Manager, she plays a key role in the inspection, design, project deliverables, and construction services for reservoirs, waterfront structures, bridges and infrastructure. As a team leader and commercial diving supervisor, she has successfully conducted and managed underwater and above water inspections, follow-on design services, and construction support for a variety of clients. She has participated in design for new structures and design of repairs for numerous facilities including reservoirs, pump stations, piers, wharves, seawalls, bridges, marinas, retainingwalls, and utility vaults. Ms. Del Bello is a commercially trained ADCI SurfaceSupplied Air Diver and is PADI SCUBA certified. Inspection & Safety Credentials ADCI SurfaceSupplied Air Diver& Diving Supervisor NHI Safety Inspection of In -Service Bridges Certification (FHWA-NHI 130055) Underwater Bridge Inspection Certification (FHWA-NHI 130091) OSHA Confined Space Entrant; EM-385-40; OSHA-30 tat Aid/CPR/AED First Responder & Oxygen Provider Competent Person for Fall Protection Project Experience Project Manager - HB a MG Reservoir Rehabilitation, Vista Irrigation District, CA Responsible for inspection, condition assessment report and recommendations which resulted in replacingthe concrete dome with an aluminum dome, seismic upgrades and yard piping replacement. Responsible for coordinating all project deliverables including contract documents, basis of design report, plans, and specifications. Reservoir Structural Condition Assessment and Recommendations, City of Upland, Upland, CA. Engineer -Diver responsible for above and below water inspection of a 10MG concrete reservoir. The reservoir was constructed in 1975 and exhibited structural defects. Responsible for inspection, condition assessment report, and structural recommendations. The effort initiated a concrete coring and testingstudy to determine whether to repair or replace portions of the reservoir. Pechsteln 20 MG Reservoir Inspection, Vista Irrigation District, CA. Responsible for structural inspection of the partially buried prestressed concrete reservoir with emphasis on the 1960s era glulam beam and light framed roof structure. Inspection, structural analysis and report focused on whether the roof structure was eligible for repair or replacement Structural defects and deficiencies in the design were found and a new aluminum dome roof was recommended to be installed to increase the reservoirs useful life. While design forthe roof replacement is implemented, design of temporary repairs were made. Emergency Repairs to North Embarcadero, San Diego, CA. Project Manager/engineer-diver for emergency inspection and design of repairs to the concrete sheet pile wall after ship impact. Design of repairs to sheet pile wall, wales, and tie back system. Provided specifications and plans for repair and construction support services. Oceanside Harbor, CA. Project Manager/engineer-diver for several condition assessment and repair projects for the City of Oceanside at Oceanside Harbor. Work included above and below water assessment of piles, docks, and ramps. Responsible for report preparation, cost estimates, recommendations for repair and feasibility studies for adding additional docks and gangways. WFI and Assessment Future Portside Pier Restaurant, San Diego, CA. Engineer -diver performing above and below water inspection of 50 year old concrete and steel pile supported platform and timber superstructure. Responsible for coordinating site investigation, condition assessment recent and recommendations for repair versus replacement options. RICHARD BRADY & ASSOCIATES, INC. E-34 25B-112 BRADY JOINED FIRM 2016 PROFESSIONAL EXPERIENCE BEGAN ?006 LICENSES AND CERTIFICATIONS PE C77580, CA EDUCATION M.S., Structural Engineering, UC San Diego, CA, 2007 B.S. Civil Engineering, Univ. of Minnesota, 2006 B.A., Mathematics, Macalester College, MN, 2004 PROFESSIONAL AFFILIATIONS AWWA CA -NV Tank Structures & Reservoirs Committee American Society of Civil Engineers Engineers Without Borders USA Structural Engineers Association of California Jacob Flnlder, P.E. Team Leader & Professional Summary With 13 years of experience in engineering consulting, Mr. Finkler has served as project manager and structural design engineer on numerous infrastructure projects. Experience includes authoring engineering condition assessments; structural rehabilitation design; preparation and coordination of construction documents; assembling design -build solicitations; and providing construction support services. Mr. Finkler specializes in the evaluation of existing structures and the design and execution of follow-on repairs and upgrades. He has performed field engineering investigations on hundreds of varying structures including reservoirs, foundations, pipelines„ utility vaults, piers, wharves, seawalls, floating docks, retaining walls, and bridges across the United States and abroad. Clients include municipalities, energy organizations, the US Department of Defense, state DOTS, utility owners, and construction contractors. Inspection & Safety Credentials BRADY Company Safety Committee Chairman ADCI Surface -Supplied Air Diver & Diving Supervisor, UW Bridge Inspector (FHWA-NHI-130091) OSHA Confined Space Entrant; EM-385-40; OSHA-30, Trench & Excavation Competent Person 1st Aid/CPR/AED First Responder & Oxygen Provider Project Experience Inspector Team Leader, El Morro Reservoir No. II Tank Inspection, City of Laguna Beach, California. Led the structural condition assessment of a 5 MG rectangular concrete reservoir. Assembled assessment report that included documentation of findings, photos, figures, prioritization and recommendations for repairs, and estimates of probable costs. Follow-on work to include a seismic analysis and design of repairs for the existing structural systems. Project Manager, Lift Station #9 Rehabilitation, South Coast Water District, Dana Point, California. Executed structural investigation and condition assessment in a confined space concrete dry well structure. The effort included evaluation of several rehabilitation options, from which a fiber reinforced polymer (FRP) solution was selected. Design of repairs and the production of construction documents was followed by bidding and construction support services. Inspection Team Leader & Engineer Diver, Clubhouse Lake System Improvements, Fairbanks Ranch Association, California. Oversaw execution of above and below water condition assessment atthe Clubhouse Lake Dam, with a focus on the piping outlet structures. The effort included production of plans, specifications, and estimates for improvements to the existing facilities. Provided CM resident engineer services during the construction phase. Inspector Team Leader, AT&T Utility Vault Inspections, Southern California Region. Provided engineering assessment services in support of new fiber optic cable installation throughout Southern California. The scope of services included engineering inspection and identification of allowable core locations in over 500 utility vaults. A signed and stamped core certification report was produced for each vault. Responsible for oversight and coordination of engineering team and participation in vault inspections. Field Engineer, 5 MG Reservoir II, City of Fountain Valley, CA. Performed engineering construction support services, including: structural observations, identification of defective concrete areas, and general oversight of work progress. The work at this 1971 partially buried circular concrete reservoir included minor structural repairs and major site civil improvements. Fee: $200k Englneer-Diver, Hyperion Water Treatment Plant Outfall Pipe, Los Angeles, California. Engineer - diver performed underwater inspection work. The one -mile long, approximately 20-foot-diameter outfall pipe carries wastewater treatment plant effluent into the ocean. Inspection focused on the concrete pipe encasement and concrete pipe support collars. RICHARD BRADY &ASSOCIATES, INC. E-35 25B-113 BRADY JOINED FIRM 2006 PROFESSIONAL EXPERIENCE BEGAN 2000 EDUCATION B.S. Electrical Engineering University of California, San Diego, 2005 LICENSES / CERTIFICATIONS Professional Electrical Engineer California, No. 20050 SDG&E Qualified Designer Applicant (OH) PROFESSIONAL AFFLIATIONS C Ryan Nishimura, P.E. Electrical Professional Summary Mr. Nishimura is a Professional Engineer with 13 years of professional experience in engineering. Mr. Nishimura is also proficient in AutoCad, AutoCad P&ID, AutoCAD Plant 3D, ETAP (Load Flow, Short Circuit, Protective Device Coordination & Arc Flash Analysis), Microstation, Plantspace P&ID, Sketchup, Allen Bradley RSLogix 500/5000, Schneider Electric Concept, Control Microsystems Telepace, Allen Bradley FactoryTalk, GE Fanuc Proficy, and Wonderware InTouch as well as programming experience in Matlab, Visual Basic, C, Java, KML (for use with Google Earth), and relay ladder logic programming. In addition to engineering design work, Mr. Nishimura also has extensive field experience during installation and startup/commissioning of electrical and industrial control systems in the built environment. Project Experience Electrical & Control Systems Engineer, North City Pure Water Facility Project, City of San Diego - The Project consisted of electrical design for the new 34 MGD Pure Water Plant in San Diego. The plant utilizes Ozone, BAC filtration, Ultra filtration, Reverse Osmosis, UV and CO2 systems. The power requirements were 12kV 15MVA Main Electrical Building, medium voltage 1000HP pumps at the pump station, and multiple process systems. The DCS system is networked to the North City plant that also feeds the raw water to the new plant. Smart MCCs and ARC resistant switchgear were incorporated into the design. Multiple valve networks and analyzer networks were part of the design along with a fully integrated security system. Provided electrical and controls system design, which included power, grounding, lighting, controls, and integration to the City's Des system. Electrical & Control Systems Engineer, Pump Station, City of Upland - The project consisted of a new 7.5 MG pre -stressed concrete reservoir, chlorine injection system, and site amendments. Provided electrical and controls system design, which included SCE coordination, power, grounding, lighting, controls, and integration to the City's SCADA system. Electrical & Control Systems Engineer, Reservoir 2 and Pump Station, City of Fountain Valley- The project consisted of a new booster pump station, SCADA system, and upgrades to the existing 5 MG reservoir and existing site. Sewer liftstation 106 was completely replaced and upgraded. Provided electrical and controls system design, which included SCE coordination, power, grounding, lighting, controls, and integration to the City's SCADA system via the existing fiber optic network. Electrical & Control Systems Inspector/Construction Manager, SCADA Upgrades Project, City of Westminster - This project consisted of providing the City with an upgraded SCADA system to maintain and operate their water system. The system consists of ten wells, a reservoir, and three turnout connections to MWD. This project included multiples phases of working closely with the City operations to assess all sites to determine the conditions and needs at each site to develop an RFP and assisting in the bidding phase to select a design -build contractor. During the design phase, assistance was provided to review all design and provide input and review comments. During construction, field inspections were performed to verify that all aspects of the RFP and needs of the City were incorporated. Electrical and Control Systems Designer, Whitegates Reservoirs #1 and #2, City of Riverside - Design -build project involved the design of two buried reinforced concrete reservoirs and two buried booster pumping stations. Reservoirs volume totaled 9 MG. Work included design, obtaining permits, excavation, construction of concrete reservoirs and booster stations, backfill, grading, underground utilities, electrical, SCADA and instrumentation, water quality enhancement, interconnections to existing utilities, site improvements (consisting of, but not limited to: landscaping, drainage, lighting, security, access road), testing, and startup of the four facilities. BRADY also provided design, programming, commissioning and startup services for the on Programmable Logic Controllers (PLCs) and Operator Interface Terminals (OITs). Assisted in producing the Piping Instrumentation and Controls, and the Electrical designs, programmed the PLCs and OITs at both pump stations and participated in loop checks, startup and commissioning at the two facilities. RICHARD BRADY &ASSOCIATES, INC. E-36 25B-114 YEARS EXPERIENCE 3 years LICENSES / CERTIFICATIONS Professional Civil Engineer, California. No.C90365 EDUCATION M.S., Civil and Environmental Engineering, California Polytechnic State University, San Luis Obispo, CA B.S., Environmental Engineering, California Polytechnic State University, San Luis Obispo, CA SOFTWARE SKILLS • AutoCAD Civil 3D • MicroStation • ArcGIS • FLOW-3D • FLO-2D • HEC-HMS • HEC-RAS • MATLAB (Barrett D. Murawsly, PE Civil Professional Summary Mr. Murawsky is a civil engineer specializing in water and wastewater treatment for both centralized and decentralized systems. Over his past two years at BRADY he has assisted with numerous reservoir inspections and the design and drafting of several extensive projects. His attention to detail and proficient use of AutoCAD Civil 3D aid in creating profiles, site grading plans, and detailed design drawings. Project Experience Project Engineer/Designer - HB 5 MG Reservoir Rehabilitation, Vista Irrigation District, CA Designed new inlet/outlet yard pipingforthe HB reservoirto improve reservoir mixing and water quality. Designed civil site work surrounding reservoirto include grading plan, paving plan, and general site layout. Sized site drainage features for design rain event. Compiled contract documents, including basis of design report, plans, and specifications. Project Engineer/Designer - Pressure Reducing Stations, Upland, CA Analyzed the distribution system hydraulics for the City of Upland, CA to determine how to effectively implement pressure reducing stations to increase operation flexibility during future system rehabilitation and emergency situations. Implemented pressure data loggers to track and analyze system pressures at proposed pressure reducing station locations and areas of concern, indicated from the hydraulic model. This data was used to establish set points for the pressure reducing valves. Researched existing utilities and created site plans for each proposed location. Pipeline profiles were created to indicate connections to existing pipelines and establish vertical spacing requirements for existing utility crossings. Project Engineer/Designer - 8 MG Steel Reservoirs No. 1 and No.2 Inspection, Westminster, CA Inspected two existing above ground steel reservoirs for interior and exterior coating failure. Coating failure, primarily on the interior of the reservoir, resulted in corrosion of roofing members. Coating defects were mapped and quantified to determine the most efficient and economical solution to increase the reservoirs service life. A report was submitted to the client, which emphasized the results of the inspection and recommendations for repair. Project Engineer/Designer - HB 5 MG Reservoir Inspection, Vista Irrigation District, CA Inspected existing above ground prestressed concrete reservoir with concrete dome roof for structural deficiencies. The inspection focused on identifying cracks and spalling of the reservoir footing, wall, and roof. These structural deficiencies were mapped and repair suggestions were submitted to the client along with report on inspection findings. Project Engineer/Designer - Pechstein 20 MG Reservoir Roof Inspection, Vista Irrigation District, CA Inspected existing partially buried prestressed concrete reservoir with wooden roof for structural deficiencies. Inspection focused on identifying and quantifying areas of corrosion in roofing hardware and locations of dry rot, delamination, and checking within the glulam beams. The reservoir roof was inspected from the outside of the reservoir as well as by boat on the inside of the reservoir. Structural deficiencies were mapped and a report was submitted to the client, which highlighted findings and proposed that a new aluminum dome roof be installed to increase the reservoirs useful life. Project Engineer/Designer - Electrical Vault Inspection, HA Builder Group, CA Inspected existing underground electrical vault for structural deficiencies, including concrete cracks and spalling. Developed repair plans for the replacement of the existing steel vault cover and conventional concrete spall repairs around vault opening. Project Engineer/Designer - Retaining Wall Inspection and Design for Regulator Station, SDG&SE, CA Inspected existing screen wall surrounding regulator station for concrete cracks and spalling. Developed repair plans for existing screen wall defects and profile for new retaining wall for site expansion. RICHARD BRADY &ASSOCIATES, INC. E-37 25B-115 BRADY YEARS EXPERIENCE 37 EDUCATION Houston Technical Institute, 1977 University of Houston, 1978-1979 University of California Los Angeles, 1989 C Joel R. Reyes Senior Professional Summary Mr. Reyes has 37 years of design experience in drafting, management, and systems administration in the fields of Architecture and Civil/Structural Engineering. His design program experience includes AutoCAD (23 yrs) and MicroStation (25 yrs). He is highly proficient in both applications with an emphasis on system configurations and troubleshooting. He has a complete understanding of the BIM Industry standard and can integrate various models. In addition to direct project design, setup, layout, and deliverables coordination, he maintains all CADD workstations and related software upgrades. Serving in the official title of, CADD Manager, his vast knowledge of multiple platforms and application software allow him to navigate and replicate the various client -specific environments. His flexibility and constant ongoing training ensures that he remains current with the latest release versions of industry standard CADD applications. Project Experience CADD Manager -Bentley Microstation V81 SS2, Portsmouth Gaseous Diffusion Plant - Decontamination & Decommissioning - On -Site Disposal Cell, Fluor- Babcock & Wilcox Portsmouth, LLC under contract to the United States Department of EnergyTitle - Served in role of CADD Manager for the OSDC in Piketon, Ohio, in partnership with Fluor. Established programmatic CADD design standards and created CADD manual. Ordered computer hardware and design software to accommodate 5 workstations. Supervised the CADD department in the creation of preliminary design drawings and exhibits. Created site layouts and grading plans and all other Civil drawings necessary for implementation of selected remedy waste disposal option. Oversaw and managed the direct interaction with FBP contract awarded A & E firm to maintain compliance with FBP's policies and standards as it related to electronic media submittals. Trained and mentored junior CADD designers and junior engineers in the application design software. Responsible for all CADD-related project issues. Senior Designer -Bentley Microstation V81 SS3, Water Group Job 926, Orion Construction/City of San Diego - Prepared plan & profile construction documents for waterline replacements in the City's Point Loma area. All drawings were created per the City of San Diego's CIP guidelines and Citywide CADD & Drafting Standards-2012 edition. Coordinated all job set CADD & design requirements for BRADY and Orion Construction. Senior Designer -Bentley Microstation XM, 1-680 Smart Lane Electronic Toll System, Electronic Transaction Corporation/Alameda County Corridor Management Agency - Prepared plan & detail construction documents for electronic toll system upgrade to current HOV lane located in the Alameda County corridor limits boundary. All drawings were created per CalTrans standard plans preparation manual and the electronic files strictly adhere to the Caltrans CADD manual. Senior Designer -Bentley Microstation XM, Water Group Job 790, Orion Construction/Harris & Associates/City of San Diego - Prepared plan & profile construction documents for waterline replacements in the City's La Jolla area. All drawings were created per the City of San Diego's CIP guidelines. Coordinated all job set CADD & design requirements for BRADY between prime partners Orion Construction and Harris & Associates. RICHARD BRADY &ASSOCIATES, INC. E-38 25B-116 A NOVA JESSE BEARFIELD, PE SENIOR ENGINEER RESUME Jesse has 15 years of experience providing geotechnical services. He has a broad base of experience focused on geotechnical consulting and providing technical recommendations for site remediation, foundation design, earth stabilized walls and pavements. Jesse has vast experience performing work in the field and as an office and geotechnical manager, having acted as Project Engineer, Project Manager, and as a Field Engineer on numerous small to large geotechnical projects. He provides senior review on all NOVA projects. • Civil Engineering, South Dakota State Vista Irrigation District HP Reservoir, Vista, CA: Senior Engineer So University at Brookings, SD during a geotechnical investigation for retrofitting of an existing water reservoir that is 25 foot tall and 150 foot in diameter. Other features will include a mechanical building with an antennae tower, associated paved • driveways, and a security fence. • P-079 CPEN Water Distribution Improvements, MCB Camp • State of California Pendleton, Oceanside, CA: Senior Engineer during a geotechnical Professional Engineer investigation for 29,050 feet of water transmission main improvements, #84335 to be completed in two segments. Both segments include of installation • Radiation Safety Officer of 24-inch diameter PVC lines and segment one includes the removal • Nuclear Gauge Operator of an existing 18-inch transmission line. Supporting infrastructure will Certification include a 50-foot diameter elevated reservoir structure, two booster stations, and abandonment of existing water transmission mains. • • City of Poway Martincoit Road Sewer Upsize Project, Poway, CA: • American Society of Civil Senior Engineer during a geotechnical investigation for the replacement Engineers (ASCE) of pipes along Martincoit Road. Approximately 1,870 feet of 8-inch • American Public Works diameter pipe will be replaced with 12-inch diameter pipe and 2,970 feet Association (APWA) of 10- and 12-inch pipeline will be replaced with 15-inch diameter pipe. City of Carlsbad Ocean Street Beach Access Improvements, • Carlsbad, CA: Project Engineer during a geotechnical investigation for :kIDDITINAL the $3.1 million project consisting of seven Carlsbad beach entrances TRAINING along Ocean Street in an effort to enhance the privacy, security, and • Fall Protection aesthetics. Some of the improvements included more inviting and attractive stairs, railings, and landings leading down to beach areas, trash/recycling receptacles, lighting, crosswalks, and drought tolerant landscaping. Significant improvements were made to upgrade stormwater systems to current design standards and codes. RICHARD BRADY &ASSOCIATES, INC. E-39 25B-117 A %^R NOVA JOHN OTRIEN, GE, PE PRINCIPAL GEOTECHNICAL ENGINEER RESUME As a board certified Diplomat of Geotechnical Engineering, John is recognized as an engineer with an advanced degree of knowledge and expertise in the specialized field of Geotechnical Engineering. He has a broad base of experience focused on technologies associated with geotechnical, foundation, and geoenviron mental engineering. With 30 years of experience in design and consulting engineering as well as 10 years in environmental construction, he is broadly founded in geoenviron mental engineering and construction. John has acted as a Project Engineer, Project Manager, or Principal Engineer on over 1,000 geoenviron mental projects. • MBA, Emory University, Atlanta, GA Vista Irrigation DistrictHP Reservoir, Vista, CA: Principal Geotechnical • MS, Geotechnical Engineer during a geotechnical investigation for retrofitting of an existing Engineering, University water reservoirthat is25foottall and 150foot in diameter. Otherfeatures of California Berkeley, will include a mechanical building with an antennae tower, associated Berkeley, CA paved driveways, and a security fence. • BS, Civil Engineering, University of Santa Clara, P-079 CPEN Water Distribution Improvements, MCB Camp Santa Clara, CA Pendleton, Oceanside, CA: Principal Geotechnical Engineer during a geotechnical investigation for 29,050 feet of water transmission main improvements, to be completed in two segments. Both segments • • include of installation of 24-inch diameter PVC lines and segment one • • includes the removal of an existing 18-inch transmission line. Supporting • State of California infrastructure will include a 50-foot diameter elevated reservoir structure, Professional two booster stations, and abandonment of existing water transmission Engineer#27211 mains. • State of California Geotechnical Engineer City of Poway Martincoit Road Sewer Upsize Project, Poway, CA: #651 Principal Geotechnical Engineer during a geotechnical investigation for • State of Nevada the replacement of pipes along Martincoit Road. Approximately 1,870 Professional feet of 8-inch diameter pipe will be replaced with 12-inch diameter pipe Engineer#019392 and 2,970 feet of 10- and 12-inch pipeline will be replaced with 15-inch • State of Georgia diameter pipe. Professional Engineer#PE012044 City of Carlsbad Ocean Street Beach Access Improvements, • State of Florida Carlsbad, CA: Principal Geotechnical Engineer during a geotechnical Professional investigation for the $3.1 million project consisting of seven Carlsbad Engineer#63403 beach entrances along Ocean Street in an effort to enhance the privacy, • Engineer -of -Record, Georgia Department of security, and aesthetics. Some of the improvements included more Natural Resources, Safe inviting and attractive stairs, railings, and landings leading down to beach Dams Branch areas, trash/recycling receptacles, lighting, crosswalks, and drought tolerant landscaping. Significant improvements were made to upgrade stormwater systems to current design standards and codes. III RICHARD BRADY & ASSOCIATES, INC. E-40 25B-118 Resume Nick Coates, PLS I Project Surveyor Mr. Coates has over 37 years of diverse, worldwide surveying experience in both the field and office performing many types of Education surveying including vertical and horizontal control, photo control, GPS surveys, topographic surveys, design surveys, boundary • HNC Land and Engineering surveys, Right of Way surveys, monitoring surveys and construction Surveying, Polytechnic of layout. the Southbank, London, UK Registrations/Certifications Experience • CA, Professional Surveyor No. 9306 Project: Sheep Creek Reservoir Location: Wrightwood, CA • MO, Professional Surveyor Client: Golden State Water Company No. 2008000716 Role: Project Surveyor Survey to support the design of approximately 1000' feet of new water pipeline from the Sheep Creek Reservoir to the mainline Areas of Expertise connection. • Project Coordination Project: Redlands Water Treatment Plant • Data Management Location: Redlands, CA Client: City of Redlands • Survey Systems Role: Project Surveyor Aerial Mapping and Design Surveys to support the reconfiguration • GIs of the City of Redlands Water Treatment Plant. Coast Surveying also provided a Boundary Survey of the site. Project: Medical Center Drive Location: Mission Viejo, CA Client: Moulton Niguel Water District Role: Project Surveyor Design Survey and Boundary Survey to support the design of anew water main pipeline from Marguerite Parkway to the Mission Hospital in Mission Viejo along with a survey of part of the hospital ground for the installation of a reservoir. The project also included the preparation of Legal Descriptions and Exhibits for proposed easements. Project: New Well 14 and Storm Drain Project Location: Huntington Beach, CA Client: City of Huntington Beach Role: Project Surveyor This project, which combined a survey for a new water well with a survey for the design of a new storm drain, required Coast surveying to provide a design survey and Right of Way Survey of approximately 2000' of McFadden Boulevard and a topographic and boundary survey in an adjacent area of undeveloped land in the City RICHARD BRADY &ASSOCIATES, INC. E-41 25B-119 Resume Ruel del Castillo, PLS I Survey Manager Mr. del Castillo has over 54 years of experience in managing both field and office operations for all phases of surveying and mapping Education services. He has managed over 30 "On -Call" contracts directlyfor the support of many federal, state, and local agencies. These • Major course work in contracts include the Counties of Los Angeles and Orange, the U.S. Business Admin & Land Forest Service, various U.S. Army Corps of Engineer Districts, the Surveying, Santa Ana U.S. Navy —Southwest Division, and the Metropolitan Water District College, 1973 (MWD). Registrations / Certifications Experience • CA, Professional Surveyor No.4212 Project: Colorado River Aqueduct Real Property Recordation • AZ, Professional Surveyor Program No. 11844 Location: Southern California Client: MWD • NV Professional Surveyor Role: Survey Manager No. 4713 Coast Surveying delivered more than twenty Records of Survey, As - Built Surveys and Control Surveys to MWD on an As -Needed basis. • ID Professional Surveyor The surveys covered hundreds of square miles throughout MWD's 5200 square mile service area. No. 3668 Project: Camp Wilson Water Treatment Plant • NM Professional Surveyor Location: Twentynine Palms, CA No. 7249 Client: NAVFAC Role: Survey Manager • WA Professional Surveyor Coast Surveying provided aerial mapping to support the design of a No. 22480 new water treatment plant and pipelines at the Marine Corps Air Ground Combat Center located at 29 Palms California. The mapping • CO Professional Surveyor was produced at 1"=20' scale and covered an area of 7 square miles No. 25939 of rough, desert terrain. To control the survey 56 aerial targets were set and tied to the California State Plane coordinate network. • UT Professional Surveyor No. 4730903 Areas of Expertise • Project Management • On -call contract management • Extensive Experience in Boundary and Right of Way Surveys Project: FEMA Updates Study Location: Newport Beach, CA Client: City of Newport Beach Role: Survey Manager Coast Surveying performed a survey to determine the elevations of seawalls in the Newport Beach Harbor area. The purpose of the survey was support computer modelling to determine if recently re- published FEMA maps for the area were an accurate representation of the existing conditions. Due to numerous access issues a mixture of ground surveys and 1"=20' scale targeted aerial mapping were used to collect the data which were delivered in GIs format. RICHARD BRADY &ASSOCIATES, INC. E-42 25B-120 Resume Megan Brown, PE Role: Senior Project Manager, Southwest Regional Manager Education B.S., Mechanical Engineering, University of California, San Diego, 2003 Registration Civil Engineer, CA (C74708) Joined V&A 2018 Total Years of Experience 16 years Professional Summary Megan is licensed as a civil engineer with more than 16 years of experience working in water system planning, hydraulic modeling, condition assessment and design of water and wastewater facilities. She has completed projects throughout Southern California including planning, design, and construction management of pipelines, pump stations, storage reservoirs and water treatment plants. Relevant Experience EMWD Cawston Lift Station Condition Assessment. Hemet, CA V&A Consulting Engineers, Inc. (V&A) was retained by West Yost Associates for condition assessment services to support the Eastern Municipal Water District (District) in a condition assessment of the Cawston Lift Station (LS). Located in Hemet, California, the Cawston LS was built in 1976 and is currently out of service. The design pumping capacity is 4.6 million gallons per day. The areas included in the assessment of the Cawston LS were the engine and generator room, the pump room, the wet well, and the exterior of the building. Condition assessment methods included visual assessment, concrete surface testing (sounding, penetration, crack widths, pH), surface penetrating radar to remotely determine reinforcement placement, coating thickness measurements, and ultrasonic thickness testing of metal components. V&A developed a condition assessment Technical Memorandum presenting the findings and recommendations. Encina Wastewater Authority Water Pollution Control Facility 2019 Condition Assessments. Carlsbad, CA V&A Consulting Engineers (V&A) was retained by Encina Wastewater Authority (EWA) to perform a condition assessment of various facilities at the Encina Water Pollution Control Facility (EWPCF) in Carlsbad, CA. The EWPCF is a conventional activated sludge wastewater treatment plant with a liquid capacity of 40.5 MGD. The goal of the project is to provide recommendations for facility rehabilitation and/or replacement to allow EWA to plan for capital improvement projects. Condition assessments will be performed on the primary sedimentation basins, CEPT chemical feed and storage area, air handling units, screw conveyors, heat exchangers, odor reduction facilities biotowers, return activated sludge box structures, and the secondary drainage and scum storage pit. V&A will develop remaining useful life (RUL) estimates, recommendations to extend RUL, recommendations for replacement, and cost estimates. MWD Lake Mathews and Lake Skinner Dams Vaults and Pipe Condition Assessments. Riverside County, CA V&A Consulting Engineers, Inc. (V&A) was retained by AECOM to perform manned entry condition assessments at fourteen vaults along the Lake Mathews Dam and Lake Skinner Dam. In addition, V&A provided closed-circuit television (CCTV) documentation of seepage piping at the Lake Skinner Dam Spillway. Condition assessment methods at the vaults included visual assessment with photo documentation and concrete surface testing including sounding, penetration, crack widths, and pH). V&A coordinated with Pro -Pipe to perform cleaning and CCTV of the seepage piping at the Lake Skinner Spillway. V&A developed a condition assessment report presenting the findings and recommendations. Orange County Sanitation District P15-02 Edinger Pump Station Condition Assessment. V&A I 1 RICHARD BRADY &ASSOCIATES, INC. E-43 25B-121 Huntington Beach, CA V&A Consulting Engineers, Inc. (V&A) was retained by Lockwood, Andrews & Newnam, Inc. (LAN) to perform a condition assessment of the Edinger Pump Station to support the Orange County Sanitation District (OCSD) for the Edinger Pump Station Rehabilitation Study in Huntington Beach, CA. The pump station consists of two separate reinforced concrete structures, a circular wet well and a rectangular dry well. It is located beneath the travel way of Edinger Avenue near the intersection of Graham Street. The purpose of the condition assessment was to provide an opinion of the physical condition and determine remaining service life. Condition assessment methods included visual assessment, concrete surface testing, surface penetrating radar, half -cell potential, galvanostatic pulse testing, and concrete core samples and laboratory testing. Los Angeles Community College District (LACCD) District -Wide Utility Infrastructure Condition Assessment. Los Angeles, CA V&A Consulting Engineers (V&A) was retained by Cardno, Inc. for Condition Assessment (CA) services to support the Los Angeles Community College District (LACCD) across all nine of their campuses. The purpose of the project was to assist LACCD with the future improvement project planning, including budget and estimation of life expectancy as well as the cost of repair or replacement of various utilities throughout the district. The scope of work consisted of multiple utility systems, including potable water, reclaimed water, hydronic water, sanitary sewer, and natural gas. An array of utility testing and tasks performed were visual assessments of above/belowground components and manholes, the ultrasonic thickness of accessible metallic components, leak detections, and confined space entry into the manholes and underground tunnel systems. Also, concrete testing through concrete sounding, concrete penetration, concrete surface pH, surface penetrating radars (SPR), and coating evaluations. The desktop review and assessment of the sanitary sewer pipe conditions are per the NASSCO standards. Also, performed were soil resistivity testing through evaluations for corrosive impact potentials the native soil may have on buried metallic components. We delivered a technical report detailing the results of the condition assessment findings and recommendations for improvements, including recommendations for preventive maintenance and rehabilitation using qualitative and quantitative data obtained during the assessments. Encina Wastewater Authority FY 2018 Condition Assessment Services. Carlsbad, CA V&A was retained by Encina Wastewater Authority (EWA) to perform condition assessment services at the Encina Water Pollution Control Facility (EWPCF). Facilities included in the FY-18 assessment include the Outfall and Surge Tower, Dissolved Air Flotation Thickeners (DAFTs), Bar Screen Bypass Lines, and Cogeneration Building. V&A is performing on -site field assessments to determine the condition and remaining service life. Concrete surface assessments include sounding, penetration measurements, surface pH, and surface penetrating radar. UT testing and pit depth measurements will be performed on the metal piping associated with the Surge Tower and DAFTs and OFT of coatings presents. Findings and recommendations will be presented to EWA in Condition Assessment Report. Padre Dam Municipal Water District Trans=River Inverted Siphon Condition and Capacity Assessment. Santee, CA V&A Consulting Engineers (V&A) is currently conducting a condition and capacity assessment of approximately 18,000 linear feet of 24-inch sludge pipeline owned and operated by Padre Dam Municipal Water District (PDMWD) in Santee, CA. The double barrel inverted siphon crossing the San Diego River is the only pipeline that can convey raw primary and secondary sludge flow from the Roy Stoyer WRF to the San Diego METRO Interceptor and is the focus of the condition assessment. V&A obtained flow monitoring data on each siphon for a two week period per siphon. V&A is also currently conducting a condition assessment methodology evaluation that included the inverted siphons and sludge pipeline in terms of overall cost, ease of implementation, and type and quality of produced data. The evaluation will recommend technologies to be used for the condition assessment. Once final selection is made by PDMWD, a Condition Assessment Work Plan will be developed by V&A for execution of the recommended condition assessment method, access locations, roles and responsibilities, and a revised implementation cost estimate. RICHARD BRADY &ASSOCIATES, INC. E-44 25B-122 Resume Jessica Bolanos, PE Role: Project Engineer Education B.S., Civil Engineering, Santa Clara University, 2014 Registration Civil Engineer, CA (C88347) Joined V&A 2019 - Fuiitime Total Years of Experience 7 years (2012) Training and Certifications • NACE Coating Inspector Level I - 8616808 • Sant Clara Valley Water District (SCVWD) Emerging Leaders Certification Program • Confined Space Entry -Certified • Basic CPR/First Aid Professional Summary Ms. Bolanos has a BS in Civil Engineering earned from Santa Clara University in 2014. She is a registered Civil Engineer in the state of California and a NACE Level 1 Coatings Inspector. With more than 7 years of experience in the industry, Jessica has recentlyjoined the V&A team. Jessica previously worked at the Santa Clara Valley Water District, where she was involved in the planning and design for major pipeline inspection and rehabilitation projects, pipeline repairs, and emergency response projects. Jessica managed and participated in multiple condition assessment projects for large diameter prestressed concrete cylinder pipe. Relevant Experience EMWD Cawston Lift Station Condition Assessment. Hemet, CA V&A Consulting Engineers, Inc. (V&A) was retained by West Yost Associates for condition assessment services to support the Eastern Municipal Water District (District) in a condition assessment of the Cawston Lift Station (LS). Located in Hemet, California, the Cawston LS was built in 1976 and is currently out of service. The design pumping capacity is 4.6 million gallons per day. The areas included in the assessment of the Cawston LS were the engine and generator room, the pump room, the wet well, and the exterior of the building. Condition assessment methods included visual assessment, concrete surface testing (sounding, penetration, crack widths, pH), surface penetrating radar to remotely determine reinforcement placement, coating thickness measurements, and ultrasonic thickness testing of metal components. V&A developed a condition assessment Technical Memorandum presenting the findings and recommendations. Encina Wastewater Authority Water Pollution Control Facility 2019 Condition Assessments. Carlsbad, CA V&A Consulting Engineers (V&A) was retained by Encina Wastewater Authority (EWA) to perform a condition assessment of various facilities at the Encina Water Pollution Control Facility (EWPCF) in Carlsbad, CA. The EWPCF is a conventional activated sludge wastewater treatment plant with a liquid capacity of 40.5 MGD. The goal of the project is to provide recommendations for facility rehabilitation and/or replacement to allow EWA to plan for capital improvement projects. Condition assessments will be performed on the primary sedimentation basins, CEPT chemical feed and storage area, air handling units, screw conveyors, heat exchangers, odor reduction facilities biotowers, return activated sludge box structures, and the secondary drainage and scum storage pit. V&A will develop remaining useful life (RUL) estimates, recommendations to extend RUL, recommendations for replacement, and cost estimates. Los Angeles Community College District (LACCD) District -Wide Utility Infrastructure Condition Assessment. Los Angeles, CA V&A Consulting Engineers (V&A) was retained by Cardno, Inc. for Condition Assessment (CA) services to support the Los Angeles Community College District (LACCD) across all nine of their campuses. The purpose of the project was to assist LACCD with the future improvement project planning, including budget and estimation of life expectancy as well as the cost of repair or replacement of various utilities throughout the district. The scope of work consisted of multiple V&A I 1 RICHARD BRADY &ASSOCIATES, INC. E-45 25B-123 utility systems, including potable water, reclaimed water, hydronic water, sanitary sewer, and natural gas. An array of utility testing and tasks performed were visual assessments of above/belowground components and manholes, the ultrasonic thickness of accessible metallic components, leak detections, and confined space entry into the manholes and underground tunnel systems. Also, concrete testing through concrete sounding, concrete penetration, concrete surface pH, surface penetrating radars (SPR), and coating evaluations. The desktop review and assessment of the sanitary sewer pipe conditions are per the NASSCO standards. Also, performed were soil resistivity testing through evaluations for corrosive impact potentials the native soil may have on buried metallic components. We delivered a technical report detailing the results of the condition assessment findings and recommendations for improvements, including recommendations for preventive maintenance and rehabilitation using qualitative and quantitative data obtained during the assessments. Santa Clara Valley Water District Cross Valley Pipeline and Calero Pipeline Inspection and Rehabilitation Project. Morgan Hill, CA Project engineer for the inspection and rehabilitation of approximately 11 miles of 78- inch prestressed concrete cylinder pipe. The purpose of the project was to inspect the raw water transmission pipeline to determine if repairs were needed, rehabilitate various appurtenance vault sites, and install an acoustic fiber optic (AFO) monitoring system on the pipeline. Specific responsibilities included the planning and coordination of lockout-tagout, pipeline dewatering, AFO monitoring system installation, the electromagnetic and visual inspection, and the carbon fiber reinforced polymer (CFRP) repair method. [2018] Santa Clara Valley Water District CFI -CFO Levee/Access Road Repair. Morgan Hill, CA Project manager for the replacement of seven culverts that are embedded in the Calaveras Fault levee/access road, which allow water to pass through the levee without impounding. Due to degrading and aged infrastructure, the corrugated metal culverts would be replaced with HDPE pipe. Specific responsibilities included developing design drawings, acquiring environmental permits, determining material C quantities, and developing a cost estimate and schedule. [2018] Santa Clara Valley Water District Penitencia Water Treatment Plant Expansion Joint Replacement. San Jose, CA Project manager for the replacement of a 66-inch seismic joint located on a transition riser at the District's water treatment plant. The existing joint was leaking due to corrosion at the flange - bellow connection. Specific responsibilities included performing an on -site field assessment of the failure, preparing design specifications for a newjoint, procuring materials, coordinating repair work, and developing a root -cause analysis report. [2018] Santa Clara Valley Water District Cross Valley Pipeline Inspection. Morgan Hill, CA Project manager for the electromagnetic and visual inspection of approximately 3 miles of a 78-inch raw water pipeline. The purpose of the inspection was to assess the condition of the prestressed concrete cylinder pipe (PCCP) and determine if any repairs were needed. Specific responsibilities included developing a dewatering plan, coordinating lockout-tagout and dewatering operations, acquiring environmental permits, developing an inspection plan, coordinating with external consultants for confined space rescue support and electromagnetic inspection services, and performing the visual inspection. [2018] Santa Clara Valley Water District South County Recycled Water Pipeline Project. Gilroy, CA Project engineer for the design of 13,000 linear feet of 36-inch HDPE recycled water pipeline, which included multiple jack and bore crossings, a creek crossing using horizontal directional drilling, and air release and blow -off appurtenances. The pipeline began at the sewer treatment facility and ran through various farmland, public roads, and land developments in Gilroy. Project success required coordination with Caltrans, Department of Fish and Game, State Water Quality Control Board, City of Gilroy, County of Santa Clara, and the South County Regional Wastewater Authority. Design elements included materials evaluation, multiplejack and bore crossings, a horizontal directional drill crossing, flow control facilities, air release and blow -off structures. [2015] RICHARD BRADY &ASSOCIATES, INC. E-46 25B-124 Matthew H. Snow, EIT Role: Associate Engineer Education B.S., Civil Engineering, San Diego State University, CA, 2013 Registration Engineer in Training, CA (EIT 149026) Joined V&A June 2013 - Fulitime March 2013 - Intern Position Total Years of Experience 8 years Training and Certifications • National Association of Corrosion Engineers (NACE) CP4 Cathodic Protection Specialist (59220) • Basic CPR/First Aid • Confined Space Entry -Certified Publications "Two for the Price of One", ASCE Pipelines Conference 2016 Professional Summary Matt received his bachelor's degree in Civil Engineering from San Diego State University in 2013. Matt completed an internship with the City of San Diego's Corrosion Sector where he was exposed to the basics of corrosion engineering and cathodic protection. Matt began his career with V&A as an intern in corrosion engineering. Since then, he has broadened his scope of knowledge. Working throughout multiple practice areas, he has experience in conducting field tests including pipe -to -soil potential surveys, current requirement testing, electrical continuity testing, and soil resistivity measurements. Matt is a certified engineer in training and successfully completed the NACE International CP4 Cathodic Protection Specialist course and is awaiting certification. Relevant Experience Cucamonga Valley Water District Reservoir 3C-2 Condition Assessment. Rancho Cucamonga, CA V&A was retained for condition assessment services to support the Cucamonga Valley Water District Reservoir 3C-2. The CA included assessment of field conditions, report of findings, alternatives and recommendations for rehabilitating the structural steel members and managing corrosion in the future for a 16-million-gallon pre -stressed concrete reservoir at the Lloyd W. Michael Water Treatment Plant. [5.2015 1 15-0084 1 w] East Orange County Water District Paul A. Andres Reservoir Cathodic Protection System Design. Orange, CA V&A designed a galvanic anode cathodic protection system for the submerged interior of East Orange County Water District's (EOCWD's) Paul A. Andres Reservoir. V&A submitted drawings and technical specifications for the cathodic protection (CP) system detailing the number, size, location, and material of the galvanic anodes required to provide corrosion control to the reservoir. V&A activated the CP system after installation was completed. A report was submitted summarizing the results of the activation including tank -to -water potentials, anode current outputs, and anode open circuit potentials. [1.2017 1 15-0026 1 w] Sacramento Suburban Water District (SSWD), Antelope Reservoir Rehabilitation Project. Antelope, CA Assessed the condition of the existing impressed current cathodic protection (ICCP) system for Antelope Reservoir. Antelope Reservoir is a 5 million -gallon (MG) ground storage reservoir constructed in 1996. It has a nominal diameter of 166 feet and nominal height of 31 feet. This condition assessment report summarized field observations and test results. Recommendations for rehabilitation were presented, and preliminary cathodic protection design information was provided. [04.2019 1 15-0214 1 w] City of Sacramento, Condition Assessment of Water Storage Facilities. Sacramento, CA V&A assessed the exterior and interior of four RICHARD BRADY &ASSOCIATES, INC. E-47 25B-125 water storage tanks with capacities of 3 million gallons each. Three tanks were constructed of concrete with diameters between 100 feet and 144 feet and heights up to 110 feet above ground. One tank was an elevated steel tank supported by multiple columns. The tanks were constructed between 1937 and 1961. V&A developed an industry -accepted scoring and ranking methodology to prioritize repair and replacement work to the water storage reservoirs. The methodology will be used by the City of Sacramento on steel and concrete reservoirs to determine the condition of the City's water infrastructure and will be used to prioritize planning studies, rehabilitation and replacement projects, and preventative maintenance scheduling. V&A performed interior assessments while the tanks were filled with water with use of a raft. V&A provided repair recommendations with budgetary cost estimates. [2.2018 1 15-0382 1 w] San Jose Water Company Sweigart Station Reservoir Cathodic Protection System Design. San Jose, CA V&A designed a galvanic anode cathodic protection (CP) system for the submerged interior of San Jose Water Company's (SJWC) Sweigart Station Reservoir. Due to constraints set forth by SJWC, V&A was required to design a custom CP system featuring horizontal anodes suspended from anchors welded to the interior walls of the tank. V&A submitted drawings and technical specifications for the CP system detailing the number, size, location, and material of galvanic anodes required to provide corrosion control to the reservoir. [7.2016 1 16-0106 1 w] Western Municipal Water District Cathodic Protection Monitoring Services. Riverside, CA V&A conducted a corrosion assessment of the District's pipelines and reservoirs by measuring structure -to -electrolyte potentials at available test stations. The potentials measured on non- cathodically protected pipelines and reservoirs were evaluated to determine if the structures were actively corroding. The potentials measured on cathodically protected pipelines and reservoirs were compared to NACE criteria for corrosion control to determine if corrosion of the structures had been mitigated. V&A presented a report summarizing the results of the assessment and presented recommendations for future maintenance and testing of the structures. [7.2016 1 14-0367 1 w] City of Modesto, Del Rio Water Tank and Transmission Pipeline. Modesto, CA Reviewed water quality analysis and soil sample resistivity testing and chemical analysis to determine the corrosivity of the water and soil towards a 250,000-gallon welded steel water tank and a 16-inch diameter cement -mortal lined and coated steel transmission pipeline. Provided recommendations for corrosion control, including coatings, lining, and corrosion monitoring. Based on the water and soil conditions, cathodic protection was not recommended. [11.2018 1 17-0194 1 w] San Jose Water Company Cheim Reservoir Cathodic Protection System Design. San Jose, CA V&A designed a galvanic anode cathodic protection (CP) system for the submerged interior of San Jose Water Company (SJWC) Chaim Reservoir. Due to constraints set forth by SJWC, V&A was required to design a custom cathodic protection system featuring horizontally oriented anodes suspended from anchors welded to the interior walls of the tank. V&A submitted drawings and technical specifications for the cathodic protection system detailing the number, size, location, and material of galvanic anodes required to provide corrosion control to the reservoir. [3.2016 1 16-0030 1 w] Cucamonga Valley Water District Reservoir 3C-2 Condition Assessment. Rancho Cucamonga, CA V&A was retained for condition assessment services to support the Cucamonga Valley Water District Reservoir 3C-2. The CA included assessment of field conditions, report of findings, alternatives and recommendations for rehabilitating the structural steel members and managing corrosion in the future for a 16-million-gallon pre -stressed concrete reservoir at the Lloyd W. Michael Water Treatment Plant. [8.2015 1 15-0084 1 w] RICHARD BRADY &ASSOCIATES, INC. E_48 25B-126 Concrete Reservoir Des°gn e .'Russell C. genmir y t:. RBramm raoM AND G9rMalim AS A PAL? 07 JOURNAL A2m=AN. WAffi WORM Ass00tA=w ... - Vol. 60, No. 10, Octobers 1968 2 7AP9 00 RICHARD BRADY &ASSOCIATES, INC. F-49 25B-127 C REPRINTED FROM AND COPYRIGHTED AS A PART OF JOURNAL AMERICAN WATER WORxs ASSOCIATION Vol. 60, No. 10, October 1968 P,intM in U. S. A. Concrete Reservoir Design Russell C. Kenmir A paper presented an Jun. 4, 1968, at the Annual Conference, Cleve- land, by Russell C. Kenmir (Active Member, AWWA), Pres. and Chief Engr., lames M. Montgomery, Cans. Engrs., Inc., Pasadena, Calif. RESERVOIRS involve a multitude of details which must be designed and constructed properly. The diffi- culties experienced with many reser- voirs have been due not so much to structural inadequacies, but rather to insufficient attention to seemingly mi- nor details, such as locations of con- struction joints, installation of water - stops, vibration and curing of concrete, and design and construction of under - drains. These details can cause costly maintenance problems if not properly designed and constructed. For this reason, this paper emphasizes such details. Common Types The elements of the most common types of concrete reservoirs are briefly as follows: The walls may be of nonprestressed design or prestressed or post -tensioned design. The nonprestressed design may have (1) a sloping wall or (2) a vertical wall of a circular -hoop -ten - Sion, cantilever, or vertical beam type. The prestressed or post -tensioned de- sign may be (1) cast or shot -in -place core -wall, wrapped with rods equipped with turnbuckles, (2) cast or shot -in - place core -wall, with embedded tubes or paper sheathing enclosing post -ten- sioning cables, (3) cast or shot -in -place core -wall, with or without embedded steel shell, and wrapped with post - tensioned wire, or (4) precast, pre- stressed wall panels supported at top and bottom with ring girders. The roof of a cast -in -place design may be one of the following types: (1) multiple -arch, (2) multiple -dome, (3) single -dome, (4) beam, joint, and slab, or (5) flat -slab. The roof on a precast design may -be either a non - prestressed type or a pretensioned or post -tensioned type. Selection of Type The esthetic requirements of the site neighborhood and the relation of the site elevation to the desired maximum water surface elevation are important factors in selecting the Type of reser- voir. Frequently a study is made to determine whether a circular, rectangu- lar, or irregularly shaped structure would fit the site best. A concrete reservoir with the roof and walls ex- posed to the weather is likely to require more maintenance than buried concrete reservoirs. Buried structures are not subject to wide temperature variations, wetting and drying conditions, and, in cold climates, to freezing and thawing conditions. With the excellent materials now available, the reservoir designer has 1181 RICHARD BRADY &ASSOCIATES, INC. F-50 25B-128 1182 R. C. KENMIR lour.AWIVA the opportunity to satisfy public de- mand for pleasing designs of above- ground concrete reservoirs. He can also develop economical designs of un- derground reservoirs, which, by virtue of being underground, permit the space above the reservoirs to be used for parking lots, playgrounds, parks, and service yards. Figures 1 and 2 are examples of such uses. Nonprestressed circular reservoirs require a relatively thick wall and are more expensive than prestressed res- ervoirs. There has been a trend since the end of World War II toward con - Prestressed concrete reserovirs using embedded tubes or paper sheathing en- closing post -tensioning cables are built occasionally. If precautions 1-4 rec- ommended below for prestressed wire - wrapped reservoirs are followed, this type of construction should be satis- factory, provided the cables are care- fully installed in a horizontal position and, after post -tensioning the cables, the tubes, if used, are completely filled with grout. Prestressed concrete reservoirs using wire -wrapping as the post -tensioning element have been used extensively, rig. 1. Civic Center Reservoir, Vernon, Calif. The surface above this 10-fnil-gal reservoir is used for a two -level parking lot. ventional rectangular designs and cir- cular prestressed structures. Although many prestressed concrete reservoirs are still being built, they have become less popular in some areas in recent years because of difficulties experienced with corrosion of the pre- stressing elements. If careful attention is given to design and construction de- tails, a satisfactory structure should re- sult; however, some engineers feel that there exists an inherent element of un- certainty about the quality of construc- tion that may be achieved even under close supervision. but many existing reservoirs of this type have developed serious mainte- nance problems. The most common of these problems is lack of bond between the core -wall and the pneumatically ap- plied mortar used to protect the wire - wrapping, and cracking of the mortar where the wall is exposed to the weather. As the mortar is relatively thin, it tends to dry out and crack, thus permitting atmospheric corrosion of the wire -wrap. If the structure is buried, this particular problem is largely eliminated. Buried reservoirs RICHARD BRADY &ASSOCIATES, INC. F-51 25B-129 Oct.1968 CONCRETE RESERVOIR DESIGN 1183 of this type using flat -slab roofs have histories of satisfactory service. General. Precautions . Some general precautions can re- duce the possibility of truble with wire - wrapped prestressed reservoirs. These include: 1. Prohibiting the use of calcium chloride in the concrete mix or in the pneumatically applied mortar 2. The use of rubber or asbestos - graphite pads for supporting the roof on the wall 8. Use of galvanized wire for the wire -wrap 9. Filling the reservoir before the pneumatically applied mortar is shot on the core -wall and stopping any leaks through the wall that may appear 10. Application of two coats of a good quality vinyl paint to the com- plete exterior surfaces of the wall to seal any hair -line cracks. Precast Prestressed Reservoirs Precast prestressed reservoirs built under the Pritzker system have created Fig. 2. Roof Over Riviera Reservoir, Santa Monica, Calif. The roof area over this 25-mil-gal reservoir is used for tennis courts and parking area. 3. The use of a bulb -type waterstop between the wall footing and the wall 4. Constructing the concrete core - wall in alternate sections and using waterstops in the vertical joints 5. Use of a water cure only, for the outside surface of the wall 6. Sandblasting the exterior surface of the wall before the wire -wrapping is done 7. Application of a cement slurry to the outside of the core -wall as the wire -wrap is placed and again just before the pneumatically applied mor- tar is placed C considerable interest in recent years, primarily because the designs offered are esthetically pleasing. Figure 3 il- lustrates this type of reservoir. It con- sists of a series of pretensioned curved panels held together like staves of a barrel by cast -in -place ring girders at the top and bottom. In small reser- voirs, the ring girders may be de- signed as ordinary reinforced concrete members without post -tensioning. In large reservoirs, they may be post - tensioned by using either . embedded tubes and cables or by wire wrapping applied to the outside faces of the ring RICHARD BRADY &ASSOCIATES, INC. F-52 25B-130 girders. The latter method requires the use of a pneumatically -applied mor- tar coating over the wire -wrap. Be- cause of the precast method of con- struction, reservoirs of this type have not employed waterstops in the walls. All joints have been sealed with either polysulfide or polyurethane sealant. As quality control in the manufacture of both polysulfide and polyurethane sealants is not always reliable, the life of the sealant may be uncertain. There- fore, maintenance expense may be rather high. It is believed, however, that modified designs will be available Buried Concrete Reservoirs Because of the rising cost of Iand in urban areas, the underground con- crete reservoir has become more at- tractive to water utility agencies. Maintenance expense can be practically eliminated, and the savings in main- tenance expense alone largely offsets the higher initial cost of this type of reservoir. Thus, the benefits of using the area above the reservoir may be considered a bonus to the community. Buried reinforced concrete reser- voirs can be built in rectangular or ir- Fig. 3. Precast, Post -Tensioned Reservoir, Santa Ana, calif. This 6-mil-gal reservoir was built under the Pritzker system. in the near future that will eliminate the necessity of relying solely upon sealants to insure watertightness of the joints. Several precast prestressed reser- voirs have been constructed on the west coast. They have been expensive for a single reservoir, but if two or more reservoirs of this type are built under a single contract, the cost is competitive with other types of con- crete reservoirs. regular shapes and can accommodate any reasonable live load above the reservoir. This type of structure has been widely used in England and in the eastern United States. A recent sur- vey of reservoir practice in England showed that 64 per cent of the reser- voirs constructed in recent years had cast -in -place concrete roofs, most of which were buried and of flat -slab con- struction. Although very few buried concrete reservoirs were built on the RICHARD BRADY &ASSOCIATES, INC. F-53 25B-131 west coast prior to World War II, they have received increasing accept- ance during recent years. The author alone has supervised the design of more than 30 reservoirs of this type, all of which were built in the western United States. Figure 4 illustrates an earlier design which combines a 12-ft vertical wall and a 2:1 sloping side. Because of the difficulty in pro- ducing a dense concrete on a steep slope, Iater designs employ 5:1 slopes. Concrete can be placed almost as easily on a 5:1 slope as on the level. A later design is illustrated in Fig. 5. result in a perpetual maintenance ex- pense if not properly designed. Fig- ure 7 illustrates a type of expansion joint which is suitable for an exposed concrete roof which is not a tension member between walls. Figure 8 il- lustrates an expansion joint in a roof that acts as a tension member between opposite walls and as a tension tie to the tops of the walls. Cost Data Table 1 is a tabulation of construc- tion cost data on numerous concrete Fig. 4. Walteria Reservoir, Torrance, Calif. The capacity of this reservoir is 10 roil gal. Because of site limitation, it is some- times impractical to bury a reservoir completely. Figure 6 illustrates such a reservoir. With reservoirs of this type, the design of the roof should in- clude a careful analysis of the effects of temperature changes. In small res- ervoirs, such temperature changes are not likely to require any special pro- visions in the design, but in large res- ervoirs expansion joints in the roof may be necessary. Such joints can C reservoirs of various types which have been built in California and Nevada since World War II. The costs in- clude all appurtenant items such as earthwork, piping, paving, fencing, and so forth, and therefore reflect higher unit costs than would be the case if the structure alone were considered. The current Engineering News -Record construction cost index has been ap- plied to indicate approximate current unit costs. Engineering, inspection, RICHARD BRADY &ASSOCIATES, INC. F-54 25B-132 and administration costs are not in- cluded. The cost per gallon varies widely, depending upon the capacity of the reservoir, character and amount of earthwork, and many other variables. General Design Considerations Regardless of what type reservoir is selected, certain basic factors should receive consideration in developing the design. Frequently, one or more of these basic factors are overlooked, with serious consequences. 1. Foundation problems. Soil char- acteristics of the site should be de- termined by specialists in soils engi- neering. The allowable bearing values and probable differential settlements should be estimated based on a satu- rated condition of the subgrade soils. Consideration should be given to over - excavation of the site and refilling with suitable granular material if the subgrade soils are expansive or yield- ing, or if the subgrade is partly on rock and partly on earth or partly on cut and partly on fill. If the structure TABLE 1 Contraction Cost Data on Selected Reservoirs in California and Nevada Reservoir Location Ca- paeity mil gal Type of Construction Construction Cost Date Bid ENR Can- struction Index Cost at ENR Index of 1130 3 Total 6 Per When Bid 6 Per gal gal Paeadena-Joan 50 Buried -conventional 950.000 1.9 Nov. '49 480.0 4.5 Pasadena -Coronet 1.4 Buried -conventional 100,000 7.1 June '51 543.4 14.8 Torrance-Walteria 10 Buried -conventional 422.000 4.2 Sept. '52 586.7 9.1 Beverly Hills -Sunset 6 Buried -conventional 422.000 7.0 Jan.'56 676A 11.7 Ontario -Bales 2 Buried -conventional 103.000 5.2 Mar.'S6 680.2 8.6 Santa Ana -Walnut St. 7 Buried -conventional 362,000 5.2 Sept. 156 7G4,9 8.3 Monrovia -Mountain Ave. 5 Buried -conventional 265,000 53 Oct.'56 703.9 9.5 Monrovia -Cloverleaf 6.5 Buried -conventional 353,000 5.4 Mar.'57 708.6 8.6 Ontario-Totman 3.75 Buried -conventional 184,000 4.9 J9ne'58 757.3 73 Ontario -Fern Ave. 20 Buried -conventional 693,000 3.5 Nov.'58 774.1 5.1 Fullerton -Laguna 2 Buried -prestressed -wire- 131.000 6.6 Jan.'59 778.3 9.6 wrapped Long Beach 14 Expo ed-unreinforced 344.000 2.5 Apr.'59 784.4 3.6 t910 a floor -open Santa Monica -Riviera 25 Buried -conventional 991,000 4.0 Jan.'60 811.8 5.6 Arcadia -Santa Anita 4.1 Buried -conventional 319,000 7.8 Jan.'60 311.9 10.9 Be118ower 2 Buriedconventional 177,000 8.9 Mar.'60 913.3 12.4 Beverly Hilla-Lower La 0.2 Exposed -conventional 50.000 25.0 Mar,'62 861,5 32.9 Chmega CCCWD-Bailey 2 Buried -conventional 152,000 7.6 Apr.'62 863.2 9.9 Santa Barbara -Cater 5 Buried -conventional 373,000 7.5 Oct.'62 880.2 9.6 CCCWD-San Miguel 2 Buried -conventional.. 173,000 8.9 Nov.'62 979.9 I1A No. 1 Pomona-4B I Exposed -prestressed- 61.000 6.1 Mar.'63 884.2 7.8 Pritzker CCCWD-Newhall 3 Buriedconventional 259,000 8.6 Mar.'64 922.4 10.5 Buena Park 20 Buried -conventional 810,300 41 Jnne'64 935.4 5.0 Santa Ana -South 2-6 Exposed -prestressed- 840.000 7.0 Mar.'65 957.7 8.3 Pritzker Pritzker CCCWD-Pity Hollow Buried-conventional 243.200 12.2 Aug.'65 9'4.2 14.0 CCCWD-Country Club 3 Buried -conventional 407100 13.6 Sept.'66 1037.4 14.9 CCCWD-San Miguel 2 Buried -conventional 207:600 10.4 Sept.'66 1037.4 11.3 No. 2 CCCWD-Bnllman T. P. 10 Buried -conventional 745.000 7.5 Sept.'66 1037.4 8.2 Clearweli EBMUD-Dunamuir 64 luriedconventional 4,000.000 6,3 Sept.'66 1037.4 6.9 Vernon -Civic Center In Buried -conventional 975.000 9.8 Fe.b.'67 1044.9 10.6 Pomona.5B 10 Exposed -conventional 499.000 5.0 May'67 1059.0 513 Las Vegaa-Campbell 40 Burled-convrntional 1,995,000 5.0 Aug.'67 1089,1 5.2 EnriniUs Snn Dieguito 13.3 Buried -conventional 920,000 6.9 Sept.'67 1092.2 7.1 Beverly liills-Gre) stone 19.3 Buried -conventional 1,893,000 a,8 Nov.'67 1096.7 10.1 CCCWD-North Lime 3 Buried.conventional 436,500 14.6 Apr.'69 1124.2 14.7 Ridge RICHARD BRADY &ASSOCIATES, INC. F-55 25B-133 is buried, the horizontal loading char- acieristics of the soil should be evalu- ated. If the site is on a side -hill, a geologic investigation should be made to evaluate the safety of the site against sliding. All reservoir sites should be examined by a geologist for faults. Obviously, the presence of any faults suspected to be active would dictate selection of another site. If the site of a structure is on hard rock, and the rock, after blasting or rooting, comes out in large chunks, area and work across the entire site with a high pressure hose, making a slurry of the sand so it will wash into all crevices and depressions. Addi- tional sand may be necessary to bring the site to the required grade. Com- paction of the sand subgrade can be completed with a vibratory roller. 2. Need for underdrains. Under - drains prevent uplift caused by high ground water or by leakage from the reservoir structure. If the reservoir subgrade is relatively impervious, the d it 9 in.\ Slope 1 per cent /2-8 of Earth "Water Surface D r --- _- 18 It 7' in. T WatenYop 19ft '=- 19 a'— m �o 191t 6 m 24 in. Diam. m � . o 9 y r Plan Dimensions '< Irregular, Maximum Dimension 560 It :o � Waterstop N Waterstop e a N 2 It 10 in. Underdrain slope 1 per cent Far. ,u� Fig. 6. Dunsmuir 8eservoir, Oakland, Calif. The capacity of this reservoir is 64.4 mil gal in two basins. leaving an uneven surface, the problem arises how to treat the surface to in- sure uniform support of the structure. One way, of course, is to remove com- pletely all loose material and then back - fill with concrete, as is customary for a dam foundation. Although such treatment is effective, it is expensive and usually not necessary. An inex- pensive method that the author has found effective is to place 4-6 in. of washed concrete sand over the entire C leakage will not drain away readily, and when the reservoir water level is lowered, the hydrostatic pressure from water acting on the outside surfaces of the structure may be high enough to cause failure of the floor through up- lift. Underdrains are especially impor- tant where reservoir sides are built on a slope. Underdrains also insure the stability of cantilever retaining walls used in reservoirs and other hydraulic struc- RICHARD BRADY &ASSOCIATES, INC. F-56 25B-134 1188 R. C. KENMIR 10tir.AWWA tures. In the design of such walls, the weight of the water over the footing is usually the largest single factor pre- venting overturning of the wall. Therefore, if through lack of under - drainage of the subgrade, the hydro- static uplift pressure is equal or nearly equal to the water pressure on the inside of the reservoir, the beneficial effect of the weight of the water over the wall footing is lost. Under this condition, overturning of the wall may result, depending upon the depth of earth backfill against the outside face designs have been used, some of which are illustrated in Fig. 9. For many years it was common practice to construct underdrains using an envelope of pea gravel around the drain tile bound together with about 11 sacks of cement per cubic yard. Ex- perience has shown that the cement leaches out of the pea gravel, which can cause plugging of the drain tile. Therefore, in current practice no ce- ment is used in the filter media around underdrains. 4. Construction joints. Generally Water Surface 2 R 2in.\ i t6 in. 4 Slone VMMM 12 in.-. 21tt 21ft 20ft c Plan Dimensions y„ 1 ft 6 in.x2 ft ii in. 187 ftx397 ft m_ n Slope 1 percent x.. � Fig. 6. Reservoir SE, Pomona, Calif. The capacity of this reservoir is 10 =7 gal. of the wall and whether the wall foot- ing is tied structurally to the floor of the reservoir. In any case, at least some structural damage to the wall is likely to occur. 3. Design details. An underdrain frequently consists of a shallow trench filled with i—li-in. crushed rock with or without drain tile. Consequently, with no filter provided, a bad leak could cause fines from the subgrade to be washed out through the under - drains. This eventually might cause localized failure of the structure. The author has observed several failures of this sort. A good underdrain must be designed so as to filter out fine material if leak- age water or high ground water en- ters the underdrain. Many effective speaking, construction joints in con- crete reservoirs are contraction joints rather than expansion joints. Excep- tions to this are certain joints in roofs of large reservoirs that are exposed to the weather. In reservoirs, as in most hydraulic structures, true expansion joints should be avoided if possible because movement in a concrete struc- ture creates a potential maintenance problem. In the design of hydraulic struc- tures, construction joints usually are spaced at shorter intervals than in nonhydraulic structures. A crack be- tween joints in a hydraulic structure is of considerable concern, whereas it might be of little consequence in a nonhydraulic structure. Although many satisfactory hydraulic structures RICHARD BRADY &ASSOCIATES, INC. F-57 25B-135 Oct.1968 CONCRETE RESERVOIR DESIGN 1189 -Have been built with the joints spaced at about 40 ft or more, the author's experience indicates that a spacing of 20-30 ft provides greater insurance against cracks developing between ;joints. Where unreinforced concrete linings are used, the concrete should be placed in strips 10-12 ft wide and with transverse dummy or weakened plane joints spaced about 10-12 ft apart. In many designs, it is desirable to carry the reinforcing steel through the construction joints, such as fiat -slab 1-116-imxl-in. Contin. Stainless Steel Checkered F 5-in.Xi-in. Conlin. Stainless Steel Roof Slab, the sealant groove with the bond - breaker. For all horizontal joints in walls, or between footings and walls, the sur- face of the first pour should be sand- blasted, and just before concrete plac- ing is commenced, the space between the forms should be cleaned. The joint surface should be wetted and a sand -cement grout placed on the sur- face of the joint to a depth of ,j-1-in. The grout should have a water -cement ratio corresponding to that of the concrete being used. Conlin. Neoprene Strip Cemented to Concrete 4-in. Flat -Head Countersunk Stainless Steel achine Screws E 24-ia C.C. in Expan. Shields '•1:-in.x i-in. Conlin. 12-in.X24-in.Xl-in. Rubber Pado; ,.!.in. Stainless Steel Cap Screws Vulcanized to 12-in.X24-in.XlO-in. a •-"fie r 9 12-in. O.C. in Expan. Shields Gage Stainless Steel PI. (One Opposite Each Beam Normal to Joint) 6'. .':r.: a ;o': '•?- :''-j :. ,�. �: ;; •.;,d. a -in. Stainless Steel Cap Screws in earBeam Beam � capon. shields (4 per Pad) rig. 7. Expansion Joint for Concrete Hoof That Does Not Serve as a Tension Member roofs as illustrated in Fig. 10, even though this practice increases the tendency toward cracking between the joints. Where the structural design permits, this tendency can be reduced by carrying only half the reinforcing steel across the joints. Cracking be- tween joints can be reduced by placing the concrete in alternate panels and al- Iowing them to cure for about 1 week before placing adjacent panels. Wherever vertical joints are to be sealed with waterstops or joint seal- ant, or a combination of the two, the joint face of the first pour should be coated with a suitable bond -breaker. Care should be used to avoid coating C Rubber or plastic waterstops should be used in all vertical wall joints as illustrated in Fig. 11. The more com- mon widths of waterstop are 6 and 9 in. Rubber waterstops have been largely replaced with plastic water - stops because joints in plastic are quickly and easily made with a hot knife, whereas rubber requires slow and costly vulcanizing. joints in rub- ber using a lapped joint bonded with an adhesive have been used at rea- sonable cost, but the life of such joints is dependent upon the life of the ad- hesive, which may be uncertain. In joints where more than a minute amount of movement is anticipated, it RICHARD BRADY &ASSOCIATES, INC. F-58 25B-136 1190 R. C. xENMIR JunnAWWA is advisable to use a waterstop with a center bulb having an inside diameter of at least } in. Unless waterstops are held firmly in position when the con- crete is placed, they may become so badly displaced as to render them com- pletely ineffective. In the case of a vertical wall joint, the concrete, as placed, may cause the waterstop to fold back against the form bulkhead. :11-in.X64n Plates •in. Neoprene Closed all Sponge Cemented to Plate (ryp.) N� •� In. lg in. _ih: High Tensile garsWith Opposite Threaded Ends Bars Coated With T'a-in. Neoprene (Ultimate Tensile . strength of 145,000 psi) terstops. It has been the author'; practice to omit waterstops in hori. zontal Mints only if the water depth above the joint does not exceed about 12 ft. Either flatstrip or multirib rubber or plastic waterstops are used in reser- voir floors as illustrated in Fig. 12, but usually only the flatstrip type is used in roofs. If differential movement is Main Schad. 40 PVC Pipe Sleeves Filled With Grease Gray Polyurethane Sealant /Neoprene Closed Cell Sponge y-in. Gap vl-in. Diam. Ached. 40 PVC Pipe, Sleeves Filled With Grease Drilled and Tapped Holes far A -in. Bars • Section A —A Fig. 8. Expansion Joint for Concrete Roof in Which Tension Ties Are Provided Across the Joint in Roof That Serves as Tension Member Between opposite Walls This can be prevented by holding the waterstops in position by attaching light tie wires to the edge of the water - stop spaced at about 18-in. centers and tied to the two curtains of reinforcing steel. It is considered good practice to use similar waterstops in horizontal wall joints, as illustrated in Fig. 11, but if good construction methods can be assured, satisfactory horizontal joints can be constructed without wa- expected at any of the floor joints, it is advisable to use a bulb -type water - stop or a multirib waterstop, which is designed for differential movement. All intersections of waterstops should be bonded by vulcanizing in the case of rubber or by heating with a' hot knife or other device in the case of plastic. Waterstops in the floor joints should be bonded to the waterstops in the wall footing, and those in the roof RICHARD BRADY &ASSOCIATES, INC. F-59 25B-137 Oct. 1968 CONCRETE RESERVOIR DESIGN 1191 20-mil PVC Liner Wished Concrete 20-mil PVC Liner Washed Concrete Solvent Weld Joints Sand Solvent Weld Joints) Sand Spike to Side of Trench Pea Gravel •in'• . Pea Gravel • in. Concrete 4-in crated VCP 3 1;- 44n. Perforated VCP 3- or Gunite with an Joints With Open Joints or Perforated ACP or Perforated ACP (a) (b) 20-mil PVC Liner Washed Concrete 20-mil PVC Liner Solvent Weld Joints Sand Solvent Weld Joints CE 4-in. min.. Pea Gravel 3-in. concrete 4-in. min or Gunite: 4-in. Perforated VCP With Open Joints or Perforated ACP (C) (d) fished Concrete I Sand `--,Spike to Side of Trench —Pea Gralal -in. Perforated VCP With Open Joints or Perforated ACP Washed Concrete Washed Concrete Sand and -".7 Spike to Side :7.4 4.1n. Perforate E of Trench.. VCP With Open ...... 6-in. min. Joints or Perforated ACP • •4-in. min. Pea Gravel ...... 20-mil PVC Solvent 4-in. min. Concrete or Gunite• Weld Joints i-I min. All Around Over PVC (a) (1) For Use Where High Water Table Exists.Pea Gravel Placed in Two Stages Using Sides of Box to Separate Gravel From Sand as Materials are Placed. Fig. 9. Variations of Underdrains Incorporating means for Filtering Out Fines All types of underdrains shown have been successfully used. RCHARD BRADY &ASSOCIATES, INC. F-60 25B-1 38 1192 R. C. ICENMIR lour. A 6VA joints should be bonded to waterstops in the wall. It is good practice to use both wa- terstops and joint sealant in floor joints, particularly in deep reservoirs, as illustrated in Fig. 12 and 13. Poly - sulfide and polyurethane materials are widely used for this purpose. Poly- urethane appears to have better bond- ing characteristics than polysulfide and appears to be superior in other respects. In hydraulic structures, where there may be only very slight movements at the joints, a firm sealant with a shore hardness of 30 to 40 should be used to prevent the possibility of extrusion of the sealant through a honeycombed area in the concrete. Joint sealant used Apply Bondbreaker �6411-1.e PVC Steel Continuous Across Joint Fig. 10. Typical Roof Slab Taint for Buried Concrete Reservoir in the roofs of concrete reservoirs ex- posed to the weather should be softer, with a shore hardness of 10 to 20. Where sealant and waterstops are used in the floor joints, the sealant groove should be carried along the joint as far as the horizontal waterstop in the wall footing and bonded to the waterstop, as illustrated in Fig. 14. If this is' not done, the margin of safety against leakage provided by the sealant is greatly reduced. Floor joints in many shallow reser- voirs and other hydraulic structures have been successfully sealed with joint sealant alone without the use of water - stops. This is standard practice where reservoirs are lined with unreinforced concrete. The strips used for forming the seal- ant grooves should be left in place un- til the structure is complete and all debris has been removed. Any grout overlays on the side of the sealant groove originating from the second concrete pour should be removed; next, the joint grooves should be sand- blasted, blown out, and primed before the sealant is placed. Although some sealant manufacturers claim their seal- ants do not require groove surfaces to be primed, the author believes that priming is inexpensive insurance against an ineffective sealing job. It is of utmost importance that great care be used in thoroughly mixing all two -component sealants with electric stirring devices. Incompletely mixed two -component sealant will not set up �6-in. PVC Waterstop Apply Bondbreaker� 'Light Wire Ties @ 'Stop Aft. Hodz. Bars at Joint Fig. M Typical, Wall Joint for Buried Concrete Reservoir and is difficult and expensive to re- move. Entrainment of air in the seal- ant as it is placed is less likely to occur if the sealant is pumped and dis- charged through a nozzle kept sub- merged in the sealant groove. 5. Concrete quality. Good concrete quality cannot be over -emphasized if a reservoir is to be watertight and maintenance -free. Although this ar- ticle mentions some of the more impor- tant factors in producing good quality concrete, more detailed information can be found in authoritative publi- cations''' As the usual design compressive strength of 3,000 psi at age of 28 days is easy to obtain, concrete strength is a lesser problem in producing good RICHARD BRADY &ASSOCIATES, INC. F-61 25B-139 Oct.1968 CONCRETE RESERVOIR DESIGN 1193 concrete. To insure concrete density throughout the structure, especially next to waterstops, and a low water - cement ratio constant vigilance by the inspector during placing operations is necessary. Concrete mix must contain hard, durable, and well -graded aggregates free from excessive silt or substances reactive with the alkali in the cement, at least six sacks of cement per cubic yard, as little water as possible, and yet still be workable. In no case should the mix contain more than 6 gal of water per 94-lb sack of cement. This is equivalent to a water cement ratio of 0.53 on a weight basis. Al- though a mix leaner than six sacks of to segregation during transportation and placing and somewhat more dense and impervious. Good concrete construction demands constant attention to proper placing procedures. The inspector must make sure that every load of concrete does not exceed the allowable water -cement ratio, is placed in the forms in such a manner as to avoid segregation, is con- solidated with the specified type of vi- brator, and is vibrated for the proper length of time and in a manner that ef- fectively consolidates the concrete and works large air bubbles to the surface. The common so-called "worm holes" in a formed concrete surface are not the result of air introduced into the mix Multi -rib or Rubber No.4 ® 12-in. 64n. PVC Waterst stop Labyrinth WaterSealant S9-in. min. No. 4 4 Q 12-in. Bondbreaker (a) (b) Fig. 12. Typical Alternative Floor .Taints cement normally would produce con- crete having a compressive strength of at least 3,000 psi at 28 days, some excess cement is needed for concrete used in hydraulic structures to insure satisfactory autogenous healing of cracks. An air -entraining agent is helpful in improving workability and increases the resistance of concrete to freezing and thawing. An air -entraining agent does reduce the strength of the con- crete by 14-16 per cent, but the bene- ficial effects offset this undesirable characteristic. By substituting poz- zolanic cement for 10-12 per cent of the portland cement in the mix, the concrete can be made less susceptible C -Apply Bandbreaker 8-in. min` Alternate Bars at Joint by an air -entraining agent, but usu- ally are due to improper or insufficient vibration of the concrete. The sources of such air may be from the fine ag- gregate, cold mixing water, or me- chanical air entrainment in the mixing operations. Concrete should not be placed during excessively hot weather or during freezing or near -freezing weather un- less special precautions are taken to keep the temperature of the concrete within safe limits. The importance of adequate curing is often overlooked; inadequate curing can result in low strengths, excessive cracking, surface spalling, and gen- erally poor wearing qualities. A 14- RICHARD BRADY &ASSOCIATES, INC. F-62 25B-140 1194 R. C. KENMla lour.AWWA day water cure is desirable for hy- draulic structures, but less expensive curing methods have proved reasonably satisfactory for floors and walls. With formed concrete members it is essen- tial that the forms be kept wet until stripped. Immediately after stripping, the concrete must be either covered with wet curing blankets for the dura- tion of the curing period or coated with an appropriate curing membrane. Application of the curing blankets or curing membrane should not be post- poned until cone holes are filled or other repairs are made. In the case of buried concrete reservoirs, an ex- cellent system of curing and water- Fig. 13. Typical Sealant Groove proofing consists of coating the sur- face, immediately after finishing, with a heavy coating of asphalt -emulsion, fol- lowed by a coat of whitewash after the asphalt -emulsion has set; after the con- crete has set (J-1-in.), curing blankets are placed on the roof surface and kept saturated with water until the earth blanket is placed. By keeping the blankets saturated, the concrete slab is kept cool. This is important in a large reservoir because if the tempera- ture rise of the concrete is substantial, the expansion may be enough to induce excessive stresses in the walls and pos- sibly cause cracking. Testing Concrete Reservoirs It is advisable to fill the reservoir for testing purposes before any back - fill is placed and to leave it full while the backfill is placed. Although very heavy equipment, such as loaded carry- alls, should never be permitted to oper- ate near the walls, there is less danger of cracking the walls by filling the reservoir first if heavy equipment should inadvertently get too close to the walls. The ability of concrete to seal hair- line cracks through autogenous healing is truly remarkable if a few simple pro- cedures are followed. These include: 1. Using at least six sacks of cement per cubic yard Waterstop Extend Sealant Under Wall and Bond to Waterstop iSealant Groove at Fig. 14. Waterstop and Sealant at Foot. ing-Wall .Taint 2. Filling the reservoir very slowly by raising the water level about 1 foot/ day so as to give the concrete an op- portunity to absorb water. The swell- ing that results reduces the widths of any cracks that may have been formed 3. If any cracks or honeycombed areas in the walls are wide enough to allow trickles of water to flow through the walls, such flows should be stopped by calking the outside face of the wall with lead wool so as to permit autog- enous healing to take place. If this is not done, the flow may never stop because the cement, as it is leached out of the concrete, is continually washed away. RICHARD BRADY &ASSOCIATES, INC. F-63 25B-141 EXHIBIT C Fee Summary RICHARD BRADY ; ASSOCIATES Cost Proposal for City of Santa Ana RFP Number: 19-105 Program Manager: Engineering Services for Seismic Project Title: and Structural Start Date: Assessment Proposal Date: 11/14/2019 End Date: Richard Brady, P.E., BCEE TBD TBD Labor Category Code Labor Rate Labor Hours Cost Principal -in -Charge / Senior Program Manager P6 $ 245.00 238.0 $58,310 Principal Engineer P6 $ 245.00 678.0 $166,110 Managing Engineer P5 $ 210.00 40.0 $8,400 Senior Engineer / Project Manager P4 $ 175.00 856.0 $149,800 Project Engineer P3 $ 155.00 264.0 $40,920 Associate Engineer P1 $ 120.00 187.3 $22,474 Senior Designer D3 1 $ 160.00 1 92.0 1 $14,720 Total Labor Cost 2,355.3 $460,734 Estimated Travel Costs Travel $ - Total Travel Cost $ - Estimated ODCs (Subcontractors, Materials, Supplies, Reproduction, etc.) Geotechnical Reports Nova Services $50,000 Site Survey Coast Survey $37,500 Corrosion Assessment V&A Engineering $35,000 Service Center Charge $6.00/Hour $14,132 Reproduction $ - Subtotal ODCs $136,632 G&A on ODCs (excl Travel) 9.00% $12,297 Total ODC Costs $148,929 Profit on ODCs (excl Travel) 10.00% $14,893 Total ODC Cost $163,821 Total Estimated Project Cost $624,555 FEE_Siesmic and Structural Assessment_REV2 ro�s�i� 11/13/2019 1 .L O O O O O M O Cl) 00 00 o w V r N 10 M r J M f- MT w 00 0) N Q N f0 0o N Cl) N wO V F tO OOOOO(DO CO rr O CO CO CO O CO U) LO CO O CO N N V U) (b�lnuile N N rz 0 00000000 0 (D co co co N N 0 0) (L) g;nog 0 to OOOOOCOO W rr • O CO CO CO O == CO ' N M W ague) uqo LO CO O N CO N N V N 0 • 00000000 0 V;t co co co co N N 0, • N (��a)I00JO W to 00000000 00 V co co co N N (�) 96pugWeo 0 d� 0000000 N W O O O O O O O � y Co K LO LO O LO LO O O M 0 N 0 v t �LoC4co — N N N 2 U m Ev E9 e» e» e» e» e» 0 JCo J 'O (O (O LO V co co R 0 a-U F � N m m E m Y o m .0 U) U O L a` -> a m L N C N N C N J0 W � Y • a �W w .� w o LU w N 0m J(DR 6 O O O .ET 000 N' N r� 0) CO 10 (� (� O O O CO G CO 0) N 0) N U)J 0 U)0 w N 0) 00 00 U)Q O fz N V f0 N 00 V M V F U) CO CO COT W N 0 <A <A <A <A 40 � 40 �w ]1- F fA fA fA O O O O' O r r U) N0) O O O LO E9 N 0) V N I-00 O LO O N f- V N O N N f� O 1� r M fz N o co co co O 69 69 69 N y� co y� co M V Efl fA fA fA fA � O O O V V V 00 00 w w w T co f- V N N N O LO O LO O V V 0) V V co O 1� r N r N of N N N V E9 ea E9 N y� N y� CO M r ea fA fA fA fA 000 O O r r IO N N 0 • E9 EA O 00 0EflN 0 MTN r r 00 O 00 N fl V N O N N f- O I� r co fz N O M M M O eaeaea N y�M to co co v 69 to to to to to OOO V V V 0000 w w w E9 40 000 V E9 V M f, V N N N 000 LO O V V 0 V V co O I-� r N r N a N N N V 69 69 69 N to N to CO CO • Efl to to to to • to OOO V' V V 0000 w w w O O O V E9 V CO f- V N N N O LO O LO O V V13 V V M O I� r N r N 0 N N N V E9 yj E9 N 40 N 40 CO M r Efl to fA uA uA d� 01 W L'a U O 130 00 0 0 v� of 0 0 0813 .R. 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("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On October 15, 2019, the City issued Request for Proposal No. 19-105, by which it sought qualified contractors to provide engineering services for the seismic and structural assessment of the City's potable water storage reservoirs. 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. 19-105. 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 TBEREFORE, 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 At the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in REP No. 19-105 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 agrees to pay, and Contractor agrees to accept as total payment for its services, under this Agreement, the rates and charges identified in Exhibit C. Contractor is one of three contractors selected to provide services on an as -needed basis under REP No. 19-105. The total compensation for services provided by all contractors selected under REP No. 19-105 shall not exceed the shared aggregate amount of $625,000 during the term of this agreement, including any extension periods. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. 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. 288148 3. TERM This Agreement shall commence on the date first written above and terminate on April 6, 2023, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one 2-year period upon a writing executed by the City Manager and City Attorney. 4. PREVAH,ING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 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. Ifthe 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 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. 2S= 9 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. (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. 288' 1 to 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. 1►11 a 1►I y I ► 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. 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 City of Santa Ana 20 Civic Center Plaza (M-30) Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency 22 City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: Tetra Tech, Inc. 160 E. Via Verde, Suite 240 San Dimas, CA 91773 Attn: Eric Yuen 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 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. TERNIINATION 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-DISCRINIINATION 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. 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. 288 84 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: Daisy Gomez Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: j g . ,ohn M.Funk Assistant City Attorney FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency CITY OF SANTA ANA Kristine Ridge City Manager CONTRACTOR /CUNSMTPW T Tetro Te.J� � �Nc. /1", �,,, Nam, Title: Vtcp prestcc NV Page 8 of 8 25B-155 EXHIBIT A SCOPE OF WORK INTRODUCTION AND BACKGROUND The City of Santa Ana is located in the County of Orange in Southern California. The City encompasses 27.2 square miles and a population over 343,000 people. The City of Santa Ana Public Works Agency— Water Resources Division oversees and maintains the daily operations of the Water System and Sanitary Sewer System. The City of Santa Ana's water system has an average day demand of about 43 MG with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at 5 sites, 7 MWD connections, 21 groundwater wells, 7 pump stations, 4 pressure regulating stations and utilizes 2 pressure zones Per the City's most recent Master Plan dated 2017, the City has seven locations with ground level storage tanks and one elevated storage tank. Three of the reservoirs are steel tanks and the remaining seven are concrete tanks. There are three storage tanks (reservoirs) at the John Garthe site. The following table has combined these three reservoirs at the John Garthe site to form one reservoir with an equivalent diameter to represent the total storage volume available at the site. Cambridge Concrete 1.3 1 Variable 17.2 Area Crooke Concrete 6.0 1 Variable 21 Area John Garthe Concrete 15.8 3 277 35 South Concrete 6.0 1 219 22 Walnut Concrete 7.0 1 Variable 22 Area The City is soliciting proposals from qualified professional consulting firms to provide engineering services to evaluate the concrete reservoirs only. The City shall select one firm to provide these services. The City has budgeted $625,000 in study and design funds for this purpose over a five year period. DESCRIPTION OF PROJECT The Consultant's scope of services shall include the following tasks: Task 1 - Proiect Management: The Consultant shall conduct a kickoff meeting with the City to discuss the goals and objectives for the project. At this kickoff meeting, project reporting/communication protocols will be City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-156 established, a project schedule will be provided and key issues will be discussed to establish the project guidelines. Consultant will prepare and lead all meetings and provide meetings minutes. The Consultant shall conduct at least four project team meetings throughout the project duration and include key City staff as well as key sub consultants/contractors. The Consultant shall submit an initial schedule with pertinent milestones for the major tasks involved in the Project. The schedule shall be updated monthly, or more often, as required. Task 2 — Preliminary Engineering Services: It will be incumbent upon the Consultant to find and review all records, including, but not limited to the previously referenced "as -built" drawings and the most recent dive reports, if any. The Consultant shall also conduct interviews with appropriate City engineering and operations staff. City staff will assist in the records search as time permits. Task 3 — Field Inspection Services The Consultant shall provide all labor, equipment, materials and incidentals necessary to perform inspection of the interior and exterior of the existing reservoirs, including reservoir appurtenances. Investigation will include exterior observation of above grade walls, roof and appurtenances, may require the exposing of the existing pre -stressing, where required, (Contractor or registered engineer will need to specialize in the appropriate AWWA requirements for the type of tank) and determined by visual inspection and shotcrete sounding based on areas showing signs of possible distress. Extreme care shall be taken not to damage the existing prestressing when removing any material. Any areas that are chipped will be patched within 24 hours with appropriate material. Interior inspection will include observations of the floor, walls, any exposed footings, underside of roofs, pipes, appurtenances and confirmation of as -built tank dimensions (wall height and inside diameter). Inspections will be conducted while the reservoir is drained where applicable. A separate inspection while the reservoir is in operation with water up to the maximum operational level present in the tank. The Consultant shall provide its own small boat or inflatable raft for use in entering all tanks where water is present. When entering confined spaces, the Consultant shall meet all safety requirements in accordance with Cal -OSHA, Title 8, General Industry Safety Orders, Group 16, Article 108 (Confined Space Entry), Group 26 (Diving Operations), Article 152, 153 and other applicable sections. All Consultant staff entering the reservoirs must be certified in Confined Space Entry and follow any California Department of Public Health (DPH) requirements and American Water Works Association (AWWA) standards pertaining to disinfection of personnel entering potable water reservoirs. Where diving is required, the Consultant shall meet all applicable safety requirements and DPH and AWWA standards. Conduct pH testing of the concrete in sufficient locations to make an appropriate engineering judgment of its condition. City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-157 Remove samples of sealants, joint compounds, steel pipe coatings, and any other coatings where appropriate, to determine if they contain lead, chromium or zinc in levels exceeding allowable limits addressed in Title 22 of the California Code of Regulations . Evaluate the condition of any observed concrete cracking or spalling, particularly in areas where there may be exposed rebar. Mark and photograph non -hairline cracks (wide enough to stick a dime in) using NSF 61-approved paint. Note areas in each reservoir where corrosion is evident, especially where exposed rebar is present. Determine whether existing sacrificial cathodic protection anodes in those areas are sufficient to deter corrosion. If not, make appropriate recommendations for additional cathodic protection, if warranted. As part of this investigation, the Consultant shall conduct an initial assessment of visually observable corrosion, and if warranted, perform the following tests to better define the extent of the problem and make appropriate mitigation recommendations: Electrical continuity tests using exposed reinforcing steel to record reinforcing steel -to - concrete potentials . 2. Electrical resistivity tests to determine the voltage difference between existing exposed rebar and other nearby sections of exposed rebar per ASTM C876. 3. Penetrating radar half -cell tests. 4. pH and chloride testing of spalled concrete or other samples that may be gathered if no spalled concrete samples are present. 5. For partially buried reservoirs, consider soil sampling around the tanks to determine potentials at the tank perimeter. Task 4 — Engineering Services The Consultant shall prepare a seismic, structural and corrosion and security assessment master report of the concrete reservoirs. Seismic & Structural Element: The evaluations shall be site specific and include a full review of the original design plans for each reservoir as well as take into consideration all conditions identified in Task 3. The report shall include analysis of whether or not the reservoirs meet current civil, structural and seismic design standards including ASCE 7 (Minimum Design Loads for Buildings and Other Structures), ACI 318 (Building Code Requirements for Structural Concrete), ACI 350 (Code City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-158 Requirements for Environmental Engineering Concrete Structures) and the CBC (California Building Code) as applicable to the design and/or retrofit of potable water storage reservoirs. The Consultant's analysis shall take into account all structural components including floors, walls, columns, roofs and the entire tank lid including all entry portals. Report on the condition of expansion joints and sealants. Report on the condition of all appurtenances including floats, overflow piping, inlet and outlet piping, drains, ladders, etc. Recommend locations for destructive (core samples) testing of reservoirs with applicable analysis types. Upon approval from the City, commence with testing and proper repairs for the sample being selected. If non-destructive methods of testing can be recommended as alternatives, please provide a comparison with the corresponding core sample test and the advantages and disadvantages of one test over the other. Consultant shall perform a reservoir freeboard evaluation using both the current ASCE 7 requirements and the current requirements of AWWA D110. Compute and recommend safe water level recommendations based both on freeboard equations and the structural conditions of the tank walls. Corrosion Assessment Element: Once the initial corrosion assessment has been completed and appropriate additional testing, where warranted, has been performed, the Consultant shall prepare a "repair strategy" with budget -level construction costs for mitigating existing and anticipated corrosion problems in the reservoir, which shall include a report on the conditions of the coatings protecting all steel appurtenances (e.g., inlet/outlet, overflow and drain piping, etc.). That strategy shall include appropriate recommendations for replacing coatings, replacing corroded metal appurtenances with fiberglass, polyethylene, PVC, polypropylene or FRP appurtenances, and/or adding cathodic protection as needed. Security Assessment Element: Prepare an overview assessment of reservoir tank security. This assessment shall include an overview of the adequacy of existing tank security measures including padlocks, fencing, gates, tank vents, access points, hatches, cages and cameras and shall include recommendations to upgrade due to age or foreseen failure. This assessment is not intended to provide an exhaustive and detailed evaluation of other security apparatus. Summary of Conclusions and Recommendations: The Consultant shall provide a baseline evaluation that summarizes the general condition of all the reservoirs considered in this study. The conclusions shall prioritize any deficiencies found based upon consequence of failure and likelihood of failure criteria. This shall be done on a system wide level (all reservoirs evaluated) as well as on a site specific level. Any recommended City of Santa Ana - RFP 19-1C7 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-159 repairs or retrofits shall require methods of rehabilitation, design criteria and baseline structural criteria. In the event that the Consultant finds that the reservoirs do not meet current structural and seismic codes, the following recommendations, at a minimum, shall be provided: Appropriate upgrades to bring the reservoirs into compliance, and Appropriate safe water levels and roof loads in current condition before repairs can be accomplished. The Consultant shall provide preliminary estimates for all recommended repair work with a schedule/timeline for when the repairs should occur and in the order in which they should occur. In those instances where it is not economically practical to upgrade a reservoir to meet the previously referenced codes and standards, the Consultant shall prepare: 1. A preliminary level cost opinion for replacing the storage facility. 2. A narrative on the constructability issues associated with any newly proposed storage facilities. 3. A preliminary estimated time of construction for each newly proposed storage facility. Design Element: If requested by the City, the Consultant shall provide final engineering design services for the appropriate recommended repair work from the reservoir assessments. The Consultant shall consider this element as part of the cost proposal and have the ability to provide these services. The Consultant shall provide any necessary site work, foundation design or repair elements, structural support, coatings, related mechanical or electrical work to provide a complete repair design. The Consultant's scope for this piece will generally include the following: The Consultant will provide a geotechnical report of the site where required by a licensed geotechnical engineer. The Consultant shall prepare all necessary bid documents including all civil, structural, mechanical or electrical work as required to provide a complete project. The City shall provide the boilerplate specification to the Consultant. 3. The Consultant shall manage a pre bid meeting when requested. City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-160 4. The Consultant shall provide bid support services including responses to bidder requests for information (RFI), addendums, etc. 5. The Consultant shall provide construction engineering services for review and approval of submittals, responses to RFI's, as -builds and construction meetings when requested. Task 5 — Value Added Services The Consultant is invited to identify any additional tasks, inspections, or other services that the Consultant feels should be considered as part of this scope of work. If any value added services are identified, the Consultant shall provide a description of the item as well as a cost associated with this item. The cost will not be considered part of the base fee during the evaluation of the proposals, but may be added at the City's discretion upon award of a contract. ---End of SCOPE OF WORK Section.— City of Santa Ana - RFP 19-107 ENGINEERING SERVICES FOR SEISMIC AND STRUCTURAL ASSESSMENT OF THE CITY'S POTABLE WATER STORAGE RESERVOIRS 25B-161 .-ja J. EN•— �~ PROPOSAL TO PROVIDE =#60-01104er — RFP # 19-105 R 7 Santo -N Celebrating ears I&Z�111/ Y ENGINEERING Seismic and Structural SERVICES FOR Assessment of the City's Potable Water Storage Reservoirs NOVEMBER 14, 2019 1 TI s- N TETRATECH November 14, 2019 City of Santa Ana Pubic Works Agency 215 C. Center Street, Building A Santa Ana, CA 92703 Submitted via Planet Bid Reference: Engineering Service for Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs; RFP No. 19-105 Ladies and Gentlemen: Tetra Tech is pleased to submit our proposal to provide professional engineering services for Seismic and Structural Assessment of the City's Potable Water Storage Reservoirs in accordance with the provisions contained in the City of Santa Ana's RFP dated October 15, 2019 and Addendum 1, dated November 8, 2019. Tetra Tech is a national leader amongst its peers in water industry. Tetra Tech was ranked as the #1 Water Firm by Engineering News Report (ENR) in their 2018 annual survey (for the 151h year in a row!) of the nation's top 500 engineering firms. We have a long history of serving the Southern California public water agencies including water districts and municipalities such as yourselves. The Tetra Tech Team can offer the following: Excellent Level of Performance, Responsiveness and Customer Service — The best measurement of the level performance, responsiveness and customer service that we provide is not what we say, but rather what our clients say. A list of our most recent reservoir structural seismic evaluation projects with client contact information is provided in Section e, "Relevant Project Experience." Qualifications and Experience — Our services will be provided entirely from our San Dimas office, where our Structural Engineering Design Center is based, which provides water/wastewater related infrastructure structural engineering services for the southwest portion of the United States for Tetra Tech. Our structural engineering staff includes two California Licensed Structural Engineers (S.E.'s), both with reservoir rehabilitation design experience, all of whom have spent nearly all of their careers with Tetra Tech. Both of these individuals will be assigned to your project; they are Mr. Eric Yuen, P.E., S.E., serving as Project Manager (12 years/12 years with Tetra Tech); and Mr. Victor Ramirez, P.E., S.E (37 years/37 years with Tetra Tech) serving as QA/QC Manager. Most importantly, they recently performed a Davit Fall Arrest System Feasibility Study for the City of Santa Ana at all the City's reservoir sites, and they are already familiar with those 7 concrete reservoirs to be evaluated under this RFP. • Relative Past Experience — We have extensive relative past experience in performing on -site investigations/materials sampling/testing and structural seismic evaluation of existing reservoirs and well as experience in the design of new reservoirs. We are currently providing similar services for the Plant 128 Reservoir for Suburban Water Systems and Not h Glenrose Reseivoirfor Lincoln Avenue Tetra Tech, Inc. 160 E. Via Verde, Suite 200, San Dimas, CA 91773-5121 25B-163 Tel909.305.2930 Fax909.305.2959 www.tetratech.com City of Santa Ana November 14, 2019 Page 2 Water Company. We have recently provided similar evaluations and studies for all of Montecito Water District's nine water storage reservoirs, eight of which are of reinforced concrete construction; Lower Acacia Reservoir (a hopper -bottom concrete Reservoir) for City of Fullerton; Hunting Horn Reservoir and Mira Flores Reservoir No. f for Golden State Water Company; Sierra Madre Reservoir (4.0 MG P/S circular concrete AWWA Type I tank) for City of Glendora. Refer to Section a "Relevant Project Experience" for more detail description of our recent reservoir structural evaluation experience. Tetra Tech has reviewed the "Attachment 4: Standard Agreement" and take no exceptions. Tetra Tech will provide proof of insurance upon Notice to Proceed. Thank you for the opportunity to submit our proposal. This proposal will be valid for a period of 120 days after this submission. Based on our experience for water quality testing, it is not recommended to preform laboratory testing of lead, chromium or zine level on sealants, joint compounds and steel pipe coatings samples to compare to the allowable limits addressed in Title 22 of the California Code of Regulations as suggested in Task 3 - Field Inspection Services on page 14 of 35 of the RFP. The total contact area of these miscellaneous component is negligible compare to the overall water volume inside the reservoir. The chemical concentration most likely will be diluted to an acceptable level by the time when it is mixed with the water inside the reservoir even if the chemical concentration of these individual component excesses the Code limit. Overall Water quality testing after the inspections and disinfection is a more appropriate way to determine if the actual water quality meet the California Code of Regulations requirements. We look forward to the opportunity to discuss our experience, qualifications and approach further with the City. Should you have any questions regarding our proposal, please feel free to contact Eric Yuen, S.E. at (909) 305-2951. Sincerely, w�. � Victor M. Ramirez ,ll Manager Eric Yuen .E., S.E. Project nager VMR:tth MV kdmeopomhTY2020\mt Ave-19-105_Sa=cWat tmg�M\ mC kcd¢x 26&464:H c. FIRM AND TEAM EXPERIENCE The successful field investigation and seismic/structural analysis CORPORATE/CONTACT of seven of the City of Santa Ana's potable water concrete INFORMATION reservoirs involves many challenges. Tetra Tech's strength that CONSULTANT: will allow us to respond to the requirements of this project lies in Tetra Tech the qualifications of our project team, individual team members' commitment, and our knowledge of reservoir rehabilitation and LEGAL FORM OF design. COMPANY: Corporation (publicly traded) Our project team consists of professionals specializing in structural engineering of water storage structures. All team YEAR ESTABLISHED: 1966 members have established records of success in their areas of PERSONNEL: 20,000 expertise. They have proven experience and have delivered, with unparalleled technical excellence, many similar reservoir evaluation, CORPORATE HQ: rehabilitation and design projects. Our team members have 3475 East Foothill Blvd, Suite demonstrated their ability to resolve complex issues and produce 300 Pasadena CA 91107 cost-effective planning and design for water storage facilities Tel:626.351.4664 throughout California. All are also certified in confined -space entry Fax: 626.683.0060 and fall prevention. PROJECT OFFICE: PROJECT TEAM ORGANIZATION AND KEY PERSONNEL 160 E. Via Verde, Suite 240 RESPONSIBILITIES San Dimas, CA 91773 All of our engineering and design services will be performed by our PRIMARY CONTACT: in-house staff of experts along with our specialist sub -consultants, Eric Yuen, P.E/S.E. as depicted on the team chart. Experienced staff assigned to your eric.yuen(a_)tetratech.com project from start to finish will ensure that valid information is 909.305.2951 developed and sensitive issues are resolved. All phases of the project will require thoroughness and attention to detail to make certain that City of Santa Ana gets first- class final deliverables. EXPERIENCE OF THE PROJECT MANAGER AND KEY STAFF MEMBERS Project Manager— The stewardship of Eric Yuen, P.E., S.E. will be the driving force behind the Tetra Tech team. He will be a focal point for communication between the City and members of the project team to ensure that project needs are clearly spelled out and understood. As Project Manager, Mr. Yuen will be responsible for achieving the stated goals, assessing viable alternatives, and ensuring compliance with project intent, completeness of the final deliverables, conformance to the project schedule, and satisfaction of the City. Mr. Yuen has over 12 years of structural engineering design experience, with special emphasis in the evaluation, rehabilitation and design of water storage and containment structures. The reservoir structures in Mr. Yuen's experience have been water storage tanks of various types, including conventionally reinforced and prestressed concrete, welded steel and bolted steel. Mr. Yuen has successfully completed over 10 seismic/structural evaluations of potable reservoirs. He has provided retrofit design and construction phase services for a number of the reservoirs he evaluated. Having recently performed the Davit Fall Arrest System Feasibility Study for all City of Santa Ana reservoir sites, Mr. Yuen is already familiar with the seven concrete reservoirs to be evaluated under this project. Principal -in -Charge and QA/QC Manager— Victor Ramirez, PE., S.E. heads the structural division of Tetra Tech's Southwest Water/Wastewater Group in Southern California. He is responsible for all of Tetra Tech's structural design work on water/wastewater-related storage and treatment facilities in the southwestern United States. He has over 30 years of design experience in the new construction and seismic retrofitting of concrete and steel reservoirs, all with Tetra Tech. He has been involved in the design of over three dozen new concrete reservoirs, ranging in size from 1.0 to 33.0 MG, and over 75 steel reservoirs, the largest of which was over 10 MG. He has served as project manager for the seismic evaluation and seismic retrofit of dozens of water storage reservoirs of all types and configurations. CITY OF s.ANTA AS.A 25B-165 TETRA TECH Senior Project Manager — Civil — Ken Berard. P.E. has extensive experience in many facets of water/wastewater engineering. His design experience includes sewers, reservoirs, pump stations, wells, pipelines, and pressure -reducing facilities. Mr. Berard's experience has performed evaluations of existing piping, reservoir appurtenances and reservoir/pump station site security. SUBCONSULTANTS RF Yeager— Richard Yeager, Jr., P.E. is a NACE International -Certified Cathodic Protection Specialist with a broad background in corrosion engineering, inspections, and construction support services. Mr. Yeager has extensive experience in water and wastewater corrosion control and cathodic protection system design, corrosivity assessments, pipe and coating materials for construction, and inspection and monitoring of installed piping systems. The NACE certification meets the definition of "corrosion expert" as defined by the U.S. Environmental Protection Agency and under 40 CFR 280.12. Ninyo & Moore — Andy Rodriguez, a project manager for Ninyo & Moore, has experience on highways, bridges, airport projects, pipelines and commercial developments. He oversees field testing of concrete and asphalt concrete, inspection of concrete batch plants, geotechnical laboratory testing, and quality control for all laboratory procedures, including fulfilling the requirements of ASTM, AASHTO, CALTRANS. ACI. and CBC standards. oL BantaE vy� r.mx.�n.�g 'Vjm CITY OF SANTA ANA LEAD STRUCTURAL ENGINEER Edc Yuen, PE, sE LEAD CIVIL ENGINEER Ken Berard, PE CIVIL ENGINEER Adrian Lee, PF I- r Victor Ramirez, PE, SE STRUCTURAL ENGINEER Mike Olsen, PE STRUCTURAL DESIGNER Jose Quimz STRUCTURAL DESIGNER Geoff Heinen SUBCONSULTANTS MATERIALS TESTING CORROSION ENGINEER PRESTRESSED Ninyo &Moore RFYeager RESERVOIR SPECIALIST ON Tanks DN Tanks — Matt Ford, P.E., of DN Tanks, Inc., specializes in the design and construction of AWWA D110 prestressed concrete tanks used for potable water, wastewater, chilled water and other liquids. DN Tanks, with over 90 years of experience and over 3,000 tanks ranging in capacity from 40,000 gallons to 40 million gallons, offers expanded construction capacity, unmatched technical expertise, and proficiency in multiple types of proven tank designs to provide customized storage solutions. RESUMES OF THE PROJECT MANAGER AND OTHER KEY STAFF MEMBERS Resumes for the key personnel can be found in Appendix. CITY of SANTA Alva 2 5 B -166 TETRA TECH d. UNDERSTANDING SCOPE OF SERVICES PROJECT UNDERSTANDING The City of Santa Ana is soliciting proposals for professional engineering services to conduct condition assessments, inspections, and testing and provide structural and seismic analysis of seven concrete potable water storage reservoirs. Identified deficiencies will be presented with prioritized alternatives for repair, retrofit or replacement to ensure these facilities continue to operate and provide water following a seismic event. The following reservoirs are included: Reservoir Name Size MG Size (feet) W x L x H Date Constructed Description Cambridge 1.3 112 x 112 x 19 1966 Conventional Rectangular Partially Buried Crooke 6.0 179 x 239 x 21 1976 Conventional Rectangular Buried Walnut 7.0 242 x 202 x 18 1956 Conventional Rectangular Buried John Garthe Rect. 5.8 200 x 133 x 35 1992 Prestressed Rectangular Partially Buried John Garthe Circ. 1 5.0 165 diameter x 34 2000 Prestressed Circular Partially Buried John Garthe Circ. 11 5.0 165 diameter x 34 2000 Prestressed Circular Partially Buried South 6.0 219 diameter x 24.5 1965 Circular Precast "Pritzker" Above Grade Construction drawings appear to be available for all the reservoirs (in the "As Built Drawing" attachments provided as part of the RFP). PROJECT SCOPE AND APPROACH Based on our understanding of the City's objectives and needs, our project approach will focus on identifying deficiencies, formulating a prioritized list of improvements to correct deficiencies that have an impact on human life -safety, and estimating the associated cost to implement the improvements. The human life -safety assessment will consider City maintenance personnel and others who may have a need for access to the reservoirs, as well as members of the general public who live in the immediate vicinity of any of the reservoirs. Three factors are key to the life -safety assessment: • Loss of reservoir contents due to a breach —caused either by equipment failure, structural failure, pipe breakage or the like, particularly in the aftermath of an earthquake —may subject the immediate area to inundation, particularly in the case of an above -ground reservoir. This can impact the health and safety of not only the residents in the surrounding area but also the general public at large. • A reservoir rendered inoperable in a seismic event (for example, due to a roof collapse) will result in the lack of water for domestic consumption and/or fire -fighting. • Although arguably not as much of an immediate threat as a seismic event, a breach of site security leading to the contamination of the water supply could be an even greater threat to public safety. As such, site security will also be an area of focus in our project approach. Prioritization of non -life threatening improvements will be discussed with City staff during a draft report review workshop, based on their value/importance relative to human life -safety. With this approach serving as the framework for all of our efforts, the following is our proposed scope of services. Task 1: Project Management Kickoff Meeting The project kickoff meeting will be held in the City offices and will include all key personnel after we have had a chance to review all available drawings. Review of the existing drawings before we mobilize to perform our site reconnaissance efforts is essential for developing a "Field Investigation and Testing Plan." Tetra Tech will prepare an agenda and draft project schedule prior to the meeting. During the kickoff meeting, the scope of services, project schedule and communication protocols will be reviewed and finalized. Following the meeting, Tetra Tech will prepare and distribute meeting minutes and will update and distribute the final project schedule. CITY or S.ANTA AS.A 25 B-167 TETRA TECH Draft Report Review Workshop The in -person draft report review workshop will allow us to answer City question and comments. It will also allow the City provide input in terms of prioritizing the retrofit, which will help us prepare the final report. Progress Meetings We anticipate three meetings via teleconference to report project progress as needed or as requested by the City. Task 2: Preliminary Engineering Services Review Existing Information We will review all available existing information (reservoir as -built drawings, underwater inspection report and video, etc.) prior to the kickoff meeting and the commencement of field investigation and testing. This will provide background needed to develop our "Field Investigation and Testing Plan." Develop Field Investigation and Testing Plan At a minimum, the plan will describe investigation objectives, outline the proposed investigation methods, identify the testing procedures that will be utilized, and identify what entity will be conducting each test if any material testing necessary for the evaluation of the structure. Task 3: Field Inspection Services Our field investigation and testing will be conducted as outlined in our "Field Investigation and Testing Plan" (Task 2). To ensure the safety of our field investigation personnel and in accordance with Tetra Tech policy, we will prepare a health & safety plant that identifies anticipated safety hazards and corresponding precautions and personal safety equipment needed by field staff. Our work scope includes interior examination of selected reservoirs, all of which are permit -required confined spaces. All our field personnel entering any confined spaces will be equipped with the necessary safety equipment. At least one confined -space -trained inspection team member will serve as the entry supervisor/attendant at the entrance of all confined spaces. We will provide personnel qualified to serve in this role. All Tetra Tech and subconsultant staff who enter confined spaces will be trained in confined -space entry safety procedures prior to visiting the project site. Where interior examination and testing is required, the entrants will be equipped with safety PPE and an oxygen sensor. We assume that the tanks may be accessed using the existing interior and exterior ladders and that the tanks can accommodate standard personnel extraction tripods and winches. Our field investigation and testing will be performed by both Tetra Tech and our subconsultants. Two site visits will be performed for each reservoir (one full and one empty): • First site visit will be done when the reservoirs are full. o Examinations of the underside of roof structures will be performed by Tetra Tech structural engineers, with the reservoir filled to within 3.5 to 4 feet of the low point of the roof structure, with the aid of inflatable kayaks (2 kayaks/2 observers), to allow passage of each kayak and observer across the underside of the lowest roof beams but close enough to the roof structure to allow for up -close visual examination. • The second site visit will be done when the reservoirs are drained and the floor slabs are dry. o Tetra Tech structural engineer will examine all the reservoir structural components that cannot be observed during the first site visit. o Tetra Tech civil engineer will inspect the reservoir piping/appurtenances and perform safety and onsite security assessment. o Subconsultant Ninyo & Moore will perform on -site materials sampling (assumed three concrete cores per reservoir) and non-destructive material testing (Schmidt Hammer, ground penetration Tetra Tech Reservoir Evaluation Personal Protection Equipment (PPE) cITT'of SANTA AS.A 25B-168 TETRA TECH radar, rebar scanning). Cored concrete samples will be sent to a laboratory for compressive strength testing. Corrosion visual inspection and testing will be performed by subconsultant RF Yeager (concrete rebound/sounding test per "ASTM D4580", isolated half -cell potential testing per "ASTM C876", pH concrete testing). Subconsultant DN Tanks will assist the inspection of the two prestressed circular concrete reservoirs at the John Garthe site. Exposing of the existing prestressing may be required if the existing wall shows signs of possible distress. Task 4: Engineering Services Structural Analysis Following the review of available City records and the completion of all necessary field investigation, inspection and testing activities, Tetra Tech will perform a structural and seismic analysis of each reservoir. The analysis will identify deficiencies of each structure. Our structural analysis will be performed in accordance with the ACI 350.3-06 standard, "Seismic Design of Liquid -Containing Concrete Structures" and utilize prescriptive geotechnical design parameters. Each component of each reservoir's lateral force resisting system will be analyzed to determine its state of stress when subjected to the loading (demand) required by current design standards using our own proprietary software developed in- house for analyzing conventional and prestressed concrete reservoirs. These values will be divided by the component strength dictated by the same standards (capacity), resulting in the calculated demand/capacity (D/C) ratio for the component. The D/C ratio is a measurement of the structural adequacy of a member when loaded. To easily digest the results of our structural analysis, a demand/capacity matrix will be prepared showing the D/C ratios for each structural component analyzed, for each reservoir, all in one table for side -by -side comparison. An example is provided in Table T-1 on the next page. To help facilitate the interpretation of the D/C matrix, a similar table will be produced showing a color -coded priority (in terms of public safety) assigned for each reservoir structural component analyzed, for each reservoir, also in one table for side -by -side comparison. An example is provided in Table T-2 on the next page. Comprehensive Engineering Report Following the completion of the structural and seismic analysis, Tetra Tech will prepare a comprehensive engineering report and submit the report to the City for review. The report will include: • An executive summary • Detailed discussion of all records reviewed and all inspections, investigations and testing activities performed for each reservoir • Detailed discussion of findings generated during the field investigation and testing phase documenting the existing condition of each reservoir and the surrounding site • Comprehensive evaluation of the structural & seismic integrity of each reservoir as it relates to applicable standards and codes with a detailed discussion of the results with calculations attached for reference • A discussion summarizing findings of the circular prestressed reservoir specialist subconsultant (Ninyo & Moore), who will perform the inspection for the two John Garthe prestressed circular reservoirs; the results from all field testing will be included in the report appendix • A discussion summarizing findings of the material testing subconsultant (Ninyo & Moore) who will perform the material testing; the results from all field testing will be included in the report appendix • A matrix that quantifies the demand -to -capacity (D/C) ratios for the elements of each reservoir that were check as part of the structural/seismic analysis. • Evaluations of corrosion -observed concrete structure, piping and appurtenances, and evaluations of the concrete deterioration that was observed. • A discussion summarizing findings of the corrosion engineering subconsultant (RF Yeager) who will perform the corrosion testing; the results from all field testing will be included in the report appendix CITY OF s.ANTA AS.A 25 B-169 TETRA TECH 3 i 0 OU 17 r a gi sti.a P(:<®.w.ar�.dU xww®eac.mwelem....:a.a... ��•,•mn...w,..x....n�:...,ro.. ' pia � ♦ s r �o n ♦�-w o��� o=u♦ tmuul ao♦dm �� a��iaei�e `� `♦ a♦ as s. as ®® MMI®in a®®laaalaaaa se as a,: a .. 5♦ ar ®®' a. �®aa m; v e s♦ ®tea eell�s sr e eeeeeeee aaaaaaaa eeeeeeee esi aaaaaaaaaa aaaaaaaaaa v si st S®�ilaaad�r'aaaaal�E ■ t®®®®aaa®aa o®®®0a®®o® OTETRATECH Table T-1: Demand/Capacity (D)C) Ratios of Reservoir Structural Components and Condltlon Evaluatlan Summary OTETRATECH Table T 2 Hazard Categorization & Prioritization Summery CITY OF SANTA ANA 2 5 ✓ —1 70 Y d 4 d cLjh d Xd:I • Detailed discussion of any applicable safety, security or other site issues • Feasible alternatives for repairs, retrofit or replacement to address any deficiencies identified provide for each structure. The alternatives will consider geotechnical conditions, visual impacts, construction feasibility, impacts to current facility operations, and an estimate of the remaining useful service life with each alternative implemented. Each alternative will include an opinion of probable cost accounting for all planning, permitting, design and construction activities. • Prioritization of the repair/retrofit/replacement alternatives, highlighting formal recommendations of which alternative should be implemented for each reservoir; the report will contain a matrix that graphically enumerates and prioritizes the alternatives. A draft report will be submitted to the City for review and comment. After meeting with City staff to review and receive comments on the draft report, Tetra Tech will finalize the report, including in the final report a conceptual plan for the recommended alternative for each reservoir. The final report will be sealed and signed by Mr. Yuen, a California -licensed Structural Engineer. Tetra Tech will provide three hard copy color reports and one PDF digital copy of the final report to the City. Task 5: Value Added Services As an optional scope item, Tetra Tech will provide a formal PowerPoint presentation of the final findings and recommendations to City staff. This will help City staff to have a better understanding of the final comprehensive engineering report, which will allow the City to make future reservoir retrofit and replacement decisions more effortlessly. Future Task: Final Engineering Design, Bid and Construction Support Services Final Plans, Specifications & Estimates Upon final review and acceptance of the comprehensive engineering report by the City, we will proceed to begin the preparation of final design construction documents —the plans, specifications & estimates — to be submitted at 60%, 90% and 100% stages of development. The preparation of the construction documents will be based on the selections made by the City from the comprehensive engineering report recommendations. Since the effort required to develop the final design construction documents heavily depends on the actual condition of the existing reservoirs, which is not known at this moment, a separated fee proposal will be provided when requested by the City after the retrofit option is selected. Bid Support Services Tetra Tech will assist City staff as required in the bid process, including attending the pre -bid meeting, answering bidders' questions, and preparing addenda and conformed documents. Construction Phase Support Services Tetra Tech will assist the City in reviewing shop drawings, responding to contractor requests for information, and preforming observations during construction. e. RELEVANT PROJECT EXPERIENCE Tetra Tech conducted condition assessments, r inspections, and investigations, performed testing and provided structural and seismic evaluations of nine water storage reservoirs, eight of which were concrete reservoirs. Deficiencies were identified and presented with prioritized alternatives for repair, retrofit or replacement to ensure these facilities continue to operate and provide water following a seismic event. The District's nine water storage reservoirs have a combined volume of 11.5 million gallons at full capacity. Tetra Tech provided design phase services of the retrofit for two of the concrete reservoirs. CITY of SANTA ANA 25B-171 TETRA TECH Tetra Tech performed a seismic / structural evaluation of an existing 4-MG potable water storage tank. This concrete structure, originally constructed in 1964-65, consisted of a prestressed circular concrete wall shell, concrete columns and a concrete roof. The purpose of the evaluation was to determine the improvements needed in order for the reservoir to meet current seismic design code (AWWA D110-13), and to determine the extent of sagging and cracking at the existing roof deck. Safety and reservoir appurtenances were evaluated for OSHA compliance (ladders and hatches) and security (hatches and vents). Conceptual designs and costs for the recommended improvements were provided in a preliminary design report. Following the PDR submittal, final design and construction phase services for the reservoir retrofit were also provided. Tetra Tech performed a condition assessment, site investigation, and structural/seismic evaluation of the Lower Acacia Reservoir (1-D). The City of Fullerton owns and operates this 4- MG reservoir, as part of its potable water system. The structure is a predominantly buried rectangular hopper -bottom tank constructed in 1964. The floor and sloping sides of the hopper bottom consist of a slab -on - grade with wire mesh. The reservoir roof deck is made of precast concrete double -tee panels that are supported by prestressed concrete girders. The girders are supported by cast -in -place concrete columns. The primary purpose of the evaluation is to evaluate and provide options to repair the water leakage issue and evaluate the structural integrity of the reservoir per the current code standards. Final design and construction phase services for the reservoir retrofit were provided after the preliminary design report submittal. The Hunting Horn Reservoir is a semi -buried reinforced concrete cylindrical water tank that was first constructed in 1900, converted to concrete in 1918, and gunite-lined in 1950. Tetra Tech provided engineering/technical services including onsite reconnaissance inside the reservoirto prepare a structural and seismic study and evaluation. The reservoir has a capacity of 0.44 MG, measures approximately 72 feet in diameter and 16 feet high and has a wood frame roof. Tetra Tech prepared a comprehensive engineering study and seismic evaluation of the tank to examine the alternatives available for repair or replacement. Please contact any of the clients listed above as a reference in addition to the ones listed on the following form. CITY of SANTA ANA 205B- 1 / 2 TETRA TECH Appendix ATTACHMENT 3: REFERENCES List and describe fully the contracts performed by your firm which demonstrate your ability to provide the supplies, equipment or services included in the scope of the proposal specifications. Attach additional pages if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Customer Name: Montecito Water District Contact Individual: Adam Kanold Address: 583 San Ysidro Road Phone Number: 805-969-2271 Santa Barbara, CA 93108 Facsimile Number: 805-969-7261 Contract Amount: $158,000 Year: 2015 Description of supplies, equipment or services provided: Performed condition assessments, inspections and investigations, perform testing and provide structural and seismic evaluations of 9 District water storage reservoirs: (5) rectangular predominately buried concrete. (3) circular above around concrete and (1) circular above around steel reservoir Reference Customer Name: City of Fullerton Contact Individual: Tiffany Foo Address: 303 W. Commonwealth Phone Number: 714-738-6321 Fullerton, CA 92832 Facsimile Number: Contract Amount: $160,673 Year: 2018 Description of supplies, equipment or services provided: Performed a condition assessment, site investigation, and structural/seismic evaluations of the Lower Acacia Reservoir (1-D) which is a predominately buried rectangular hopper bottom tank. Reference Customer Name: Golden State Water Co. Contact Individual: Theresa Wu Address: 160 E. Via Verde #100 Phone Number: 714-535-7711 San Dimas, CA 91773 Facsimile Number: Contract Amount: $54,000 Year: 2019 Description of supplies, equipment or services provided: Provided engineering/ technical services including onsite reconnaissance inside the reservoir to prepare a structural and seismic studv and evaluation. The Huntina Horn Reservoir is a semi -buried reinforced concrete cylindrical water tank Reference Customer Name: City of Glendora Contact Individual: Allison Sweet Address: 116 East Foothill Blvd. Phone Number: 626-914-8246 Glendora, CA 91741 Facsimile Number: Contract Amount: $106,000 Year: 2018 Description of supplies, equipment or services provided: Performed a seismic evaluation of the Sierra Madre Reservoir, an existing 4 MG potable water storage tank. The tank structure consists of a prestressed circular concrete wall shell. concrete columns and a concrete roof THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. szd7E.aAEPr of OE:,7"Flcd T"OVs 25B-173 TETRA TECH CITY OF SANTA ANA RFP NO.: 19-105 Engineering Services for Seismic and Structural Assessment of The City's Potable Water Storage Reservoirs NON -LOBBYING CERTIFICATION The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) 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 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 this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. 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 the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly Signed: Title: Senior Project Manage Firm: Date: November 7, 2019 City of Santa Ana - RFP 19-105 IM-1 74 CITY OF SANTA ANA RFP NO.: 19-105 Engineering Services for Seismic and Structural Assessment of The City's Potable Water Storage Reservoirs NON-DISCRIMINATION CERTIFICATION The undersigned Consultant or corporate officer, during the performance of this contract, certifies as follows: 1. 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 affirmative 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 clauses 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. City of Santa Ana - RFP 19-105 25189 1 15 CITY OF SANTA ANA RFP NO.: 19-105 Engineering Services for Seismic and Structural Assessment of The City's Potable Water Storage Reservoirs 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 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 subContractor or Consultant 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 Stats. 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 all the penalties imposed for a violation of the Chapter. �> Signed: / Title: Senior Proiect Manage Firm: Tetra Tech Date: November 9, 2019 City of Santa Ana - RFP 19-105 258 7% NON -COLLUSION AFFIDAWT. (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made 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 other 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. BIDDERS are caution�a.d'1Vmaking- Ise certification may subject the certifier to State of California County of _Lns Angeles Subscribed and sworn to (or affirmed) before me on this Zday of ,Oyeo% 20/9, by —1/1 CIT4- /00�w i7, f-b proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me t ry Public Sign#ure Notary Public Seal ri"i"MISrr�rrrrr lyPET A BEYES Notary Publio-California z Orange County Commission M 2189573 My Comm. FM iresA r30,2021 City of S 1 a 9-105 0 N TETRATECH Man Hong (Eric) Yuen, RE., S.E. Structural Project Manager Mr. Yuen has over 12 years of experience in the design, analysis and detailing in Project Role: structural engineering. He is knowledgeable in reinforced concrete, masonry, Project Manager structural steel and wood frame design, and construction for a variety of budding and infrastructure projects including reservoirs, water/wastewater treatment Education: facilities, as well as seismic retrofit of existing structures. M.S., Civil and Structural Engineering, California State EXPERIENCE Polytechnic University, Pomona 2016 Hunting Horn Reservoir Structural/Seismic Evaluation, City of North B.S., Civil Engineering, California Tustin, CA, Golden State Water Company, 2019 As Project Manager, Mr. State Polytechnic University, Yuen is responsible for the overall project to provide professional Pomona,2007 engineering/technical services including onsite reconnaissance inside the Registrations/Certifications: reservoir to prepare a structural and seismic study and evaluation. The Hunting Professional Engineer, California Horn Reservoir is a semi -buried reinforced concrete cylindrical water tank that 2009, No. 75983 was first constructed in 1900, converted to concrete in 1918, and gunite-lined in 1950. The reservoir has a capacity of 0.44 MG, measures approximately 72 feet P h' PP Y Structural Engineer, California 2014, No. 6177 in diameter and 16 feet high and has a wood frame roof. Over the years it has developed cracks in the interior shell that have been patched and has a slow leak Structural Engineer, Oregon that is visible from the exterior and requires assessment and repair. Tetra Tech 2019, No. 94532PE prepared a comprehensive engineering study and seismic evaluation of the tank Professional Engineer, Colorado to examine the alternatives available to GSWC for either repair or replacement. 2019, No. 56159 Lower Acacia Reservoir (1-D) Structural Rehabilitation, Design Phase Services and Construction Management, City of Fullerton, CA 2017-2019 — Cal DES Safety Assessment Project Manager responsible for the inspection and engineering services, Program Evaluator Training structural rehabilitation Design Phase, Bid Phase and Construction Support Professional Affiliations: Services for the improvements to the Lower Acacia Reservoir, a 4MG American Institute of Steel rectangular concrete tank predominately buried constructed in 1964. Construction 13th Street Underground Reservoir Structural Retrofit, City of Ontario, CA Field Safety Certifications 2012 — Mr. Yuen served as Structural Design Engineer for this project. The primary objective of this project was to reduce the potential damages to the Fall Protection (Ladders, Scaffolding, Aerial Lifts) reservoirs in the aftermath of an earthquake that may jeopardize public safety 312018 both in the local Upland neighborhood they are located in or the Ontario community they serve miles away. H2S Protection Training Respiratory Protection Training In 2008, the City had a Reservoir Seismic Vulnerability Evaluation Report Confined Space Training (Seismic Report) performed by Tetra Tech on all of its reservoirs to determine (912019) their ability to resist current seismic code loads. The Structural Evaluation of the office: Report evaluated each of the seismic force resisting components of each of the San Dimas, California reservoirs and provided seismic retrofit recommendations for those found to be deficient. The recommended retrofit recommendation for the 13th Street Years of Experience: Reservoir is a cast -in -place reinforced concrete overlay which is added to the (2007)12 walls, roof, and floor of each reservoir. The Preliminary Engineering Design Phase will include the necessary Years with Tetra Tech: engineering services that will confirm the findings and recommendations of the (2007)12 2008 Seismic Report (or recommend another less time consuming, cost-effective alternative) and result in the production of the a Preliminary Design Report (PDR) and preliminary design drawings that will be used as a basis for the Final Design and ultimately, the Final Construction Documents. 25B-178 Page N TETRATECH Man Hong (Eric) Yuen, P.E., S.E. Structural Project Manager 3.1 MG Reservoir Seismic Strengthening, City of El Segundo, CA, 2010 — Mr. Yuen served as Structural Design Engineer who provided the seismic strengthening design of the reservoir in the design phase and structural observations in the construction phase. Tetra Tech prepared preliminary and final design construction plans, specifications and cost estimates for the seismic retrofit of an existing 3.1 MG concrete potable water storage tank, originally constructed in 1948. The seismic strengthening included the addition of reinforcing steel and shotcrete to the exterior walls, plywood roof sheathing and structural steel shear transfer frames around the tank perimeter between the roof and the wall shell. Safety upgrades included the design of new roof mounted guard railing. Structural observations, special inspection by a deputy inspector, and material testing were provided as part of Tetra Tech's construction phase services. Reservoir 1010-1 Piping Seismic Retrofit, City of Ontario, CA, 2009 —Mr. Yuen served as Structural Designer for the design of piping retrofits and pipe supports at the inlet and outlet pipes of an existing circular welded steel tank. Flexible, double -ball expansion fittings were added to both the inlet and outlet piping. The pipe supports were bolted to the flanges of the flexible expansion fitting closest to the tank. The pipe supports are designed to resist the forces from the weight of the pipe, seismic loads and thrust loads. These pipe supports are not anchored to the concrete foundation directly; instead, they are attached to steel base plates that are welded to the existing steel tank floor plate. This design allows the tank to move independently of the foundation to prevent damage at the pipe to tank connection during earthquakes. Our analysis also included a check of the adequacy of the existing concrete thrust blocks buried in the ground to make sure that they have sufficient capacity to resist lateral seismic and thrust forces. Seismic Evaluation of Ten Water Storage Reservoirs, City of Ontario, CA, 2009 — Mr. Yuen served as Design Engineer for the evaluation of four out of six buried flat bottom rectangular concrete reservoirs. Tetra Tech performed seismic and safety evaluations on ten of the City's twelve water storage reservoirs. The purpose of the evaluations was to determine what improvements would be necessary for each reservoir in order to meet current seismic design standards and OSHA requirements, as well as the estimated cost of the improvements (engineering design, construction inspection, and construction). The ten reservoirs included six buried flat bottom rectangular concrete reservoirs, two above grade flat bottom circular reservoirs (one concrete, and one steel) and two hopper bottom reservoirs with wood framed roofs. Plant 224 Reservoirs and Pump Station, Suburban Water System, City of Whittier, CA, 2012-2014 — Mr. Yuen served as design engineer for the new construction of two separate above ground concrete rectangular reservoirs and the replacement of an existing Pump Station to accommodate the City's need for increased water storage capacity. Mr. Yuen was involved in the comprehensive design of both reservoirs with water storage capacities of 4.69 MG and 2.37 MG, respectively during the design phase. Mr. Yuen also reviews shop drawings, responds to RFIs, and performs structural observation during the on -going construction phase of this project. Rawlings Reservoirs, City of Tustin, Tustin, CA, 2012 —Mr. Yuen served as structural Design Engineer for the two prestressed, circular 3.5 MG concrete tanks located on a tight site, where space for excavation and material stockpiling during construction presented many challenges. Shoring for excavations was anticipated up to 35 feet in depth would be required during construction. As the structural design engineer, Mr. Yuen helps in the shop drawings review process and does structural observations in the construction phase. Reservoir 7A Replacement, City of Pomona, CA, 2009 — Mr. Yuen served as structural design engineer of the reinforced concrete ring foundation for a new 32-foot high, 76-foot diameter circular steel tank to replace the existing tank. The design of the tank and foundation conformed to the AWWA D100-5. The design of the foundation considered hydrostatic loading and seismically induced hydrodynamic forces. The scope of this project also included the design of the supports for the inlet and outlet piping. The piping and pipe supports designed to allow the tank to move independently of the buried portion of the piping. This mitigates the damage which may occur at the pipe to tank connection as a result of earthquakes. 258-179 Page 2 NTETRATECH Victor M. Ramirez, P.E., S.E. Structural Engineer / Project Manager Mr. Ramirez has almost 40 years of structural engineering design experience with Project Role: special emphasis in the design of water storage/water containment and water conveyance related structures, including reservoirs, water/wastewater treatment plants, QA/OC Manager booster pump stations, flow control facilities, pressure reducing stations and pipelines. Education: His experience also includes the design of a wide variety of other Types of structures, B.S., Civil Engineering, including buildings, bridges and storm drainage related structures. He is thoroughly Califomia State University, Los Angeles, 1995 knowledgeable in all types of construction, including reinforced concrete, masonry, structural steel, and timber. Registration : Registrations/Certifications: Engineer, Registered Structural Engineer, r California, No. 4720, 2004 EXPERIENCE Nevada, No. 24180, 2016 Texas, No. 127770 Hunting Horn Reservoir Evaluation, Golden State Water Company, North Colorado, No. 55661 Tustin, CA — 2019 QA/QC Manager for the structural and seismic evaluation and Registered Civil Engineer study of Hunting Horn Reservoir, a partially buried, cylindrical, reinforced concrete California, No. 56863, 1997 tank with a wood framed roof. It has a capacity of 0.44 MG and is about 72 feet in Washington, No. 54086, 2016 diameter by 16 feet deep. It has a flat concrete floor, concrete masonry walls and a Professional Affiliations: wood framed roof. (200-48673-19002) Structural Engineers Association of Southern California Condition Assessment and Seismic Evaluation of Alessandro and Sugarloaf Reservoir, City of Riverside, CA - 2019 Project Manager responsible for the American Institute of Steel Engineering Evaluation and Inspection Services to perform a baseline condition Construction assessment and seismic evaluation for two existing pre -stressed concrete reservoirs: Field Safety Certifications Alessandro Reservoir, 2.0 MGD, 130' x 20' constructed in 1961 and Sugarloaf Confined Space Reservoir, 5.0 MGD, 160' x 33' constructed in 1962. Fall Protection (Ladders, Scaffolding, Aerial Lifts) Glenrose Reservoir Rehabilitation, Lincoln Avenue Water Company, Alta Dena, 3/2018 CA 2019 - Project Manager responsible for the Design, Plan Specifications and assistance with Construction Administration for the North Glemose Reservoir Support Office Location: San Dimas, CA Column and Roof Rehabilitation Project. The Glemose reservoir is a 1.8 million gallon concrete, potable storage below grade structure with an area of approximately Total Years rs of Experience: 19,500 square feet. It is a hopper bottom concrete reservoir with steel columns, wood framed gable walls, wood roof framing and corrugated galvanized steel roof decking. Years with Tetra Tech: (1981) 39 Lower Acacia Reservoir (1-D) Structural Rehabilitation, Design Phase Services and Construction Management, City of Fullerton, CA 2017-2019 — QA/QC Manager responsible for the review of Design Phase, Bid Phase and Construction Support Services for the improvements to the Lower Acacia Reservoir, a 4MG rectangular concrete tank predominately buried constructed in 1964. (200-09287-18001) Park Lane Reservoir Value Engineering, Montecito Water District, Montecito, CA 2017 — Project Manager responsible for preparing the Value Engineering Report for the replacement of the Park Lane Reservoir. Tetra Tech prepared the 2015 Structural and Seismic Evaluation of District Reservoirs. This report contains descriptions of two replacement options for the Park Lane Reservoir. The District is specifically interested in a more detailed review of the option in which the reservoir structure is replaced in -kind, using the existing reservoir walls as part of the formwork for the new concrete walls. The District requested a more refined conceptual design and value engineering which would lead to a constructability plan and cost estimate that is more accurate than the one in the previous report prepared by Tetra Tech. Sierra Madre Reservoir Rehabilitation, Glendora, CA 2016 — Responsible for the preparation of a seismic evaluation of an existing 4 MG potable water storage tank. This concrete structure was originally constructed in 1964-65. The tank structure consists of a prestressed circular concrete wall shell, concrete columns and a concrete roof. The purpose of the evaluation was to determine the improvements needed in order for the reservoir to meet current Code (AW WA D110-13) seismic design, and to determine the extent of the sagging and cracking at the existing roof deck. Safety and reservoir appurtenances were evaluated for OSHA compliance (ladders and hatches) and security (hatches and vents). Conceptual designs and costs for the recommended improvements were provided in a preliminary design report. Structural Analysis of the Mira Flores No. 1 Reservoir, Golden State Water Company, Santa Maria, CA 2016 — Project Manager and Structural Engineer to provided professional engineering services for their 0.3 MG tank. The Mira 25B-180 Page 1 TETRATEGH Victor M. Ramirez, P.E., S.E. Structural Engineer / Project Manager Flores No. 1 Reservoir is a rectangular semi -buried concrete masonry unit (CMU) water tank with a capacity of 0.3 MG. It measures approximately 82 feet by 42 feet with a depth of 15 feet. The reservoir has a wooden roof structure with skid mounted vertical turbine booster station located on top of the roof at the rear of the tank. Recent inspection showed that the roof reservoir is failing and needs replacement. Concerns regarding cracks in the concrete (cinder block) walls indicate that significant work will be required to reinforce the existing structure before re -roofing with a new aluminum roof and remounting the vertical turbine pumps. Reynolds Ranch, City of Vacaville, CA 2015 — Structural Engineer for a preliminary design report for a new prestressed concrete 0.53 MG reservoir and 490 gpm booster pump station. The PDR evaluated alternative configurations, layout, operations, geotechnical conditions, seismic constraints, community impacts, and environmental issues. Pump station design will incorporate a 50 hp two -pump booster station with motor control center, standby generator, and instrumentation. Permitting and assistance during bidding and construction was also provided. Structural and Seismic Evaluation Storage Reservoirs, Montecito Water District, Montecito, CA 2015 — Structural Engineer and Team Lead for professional engineering services to conduct condition assessments, inspections, investigations, perform testing and provide structural and seismic analysis of nine District water storage reservoirs with a combined volume of 11.5 million gallons at full capacity. (9 Reservoirs - (5) Rectangular Predominately Buried Concrete, (3) Circular above Ground Concrete and (1) Circular above Ground Steel reservoir). Deficiencies identified will be presented with prioritized alternatives for repair(s), retrofit or replacement to ensure these facilities continue to operate and provide water following a seismic event. The District provides potable water to about 4,360 customer accounts that use approximately 5.5 million gallons of water per day. Memorial Park Reservoir, City of Santa Monica, CA, 2010 — Structural Project Engineer for a feasibility report for two buried concrete tanks, a 5 MG reclaimed water tank and a 1 MG potable water tank, and a buried concrete pump station. The report focused on minimizing disruption to the park facilities while maximizing the storage capacity of the tanks. The preparation of the report involved the investigation of construction of conventionally reinforced rectangular tanks and prestressed circular concrete tanks, and the use of cantilevered and tie -back shoring. Comprehensive cost estimates, conceptual drawings and detailed discussions of six different alternatives to help the City select the design concept that best meets the project requirements. Reservoir Seismic Vulnerability Evaluations, City of Ontario, CA, 2008 — Structural Project Engineer for the seismic evaluations on ten of the City's 12 water storage reservoirs among which included the 13th Street Reservoirs. The purpose of the evaluations was to determine what improvements are necessary for each reservoir in order to meet current seismic design standards, as well as the estimated cost of the improvements (engineering design, construction inspection, and construction). The 10 reservoirs included six buried flat bottom rectangular concrete reservoirs, two above grade flat bottom circular reservoirs (one concrete, one steel) and two hopper bottom reservoirs with wood framed roofs. 3.1 MG Reservoir Seismic Strengthening, City of El Segundo, CA, 2010 — Structural Project Engineer for the preparation of preliminary and final design construction plans, specifications and cost estimates for the seismic retrofit of an existing 3.1 MG concrete potable water storage tank, originally constructed in 1948. The seismic strengthening included the addition of reinforcing steel and shotcrete to the exterior walls, plywood roof sheathing and structural steel shear transfer frames around the tank perimeter between the roof and the wall shell. Safety upgrades included the design of new roof mounted guard railing. Structural observations, special inspection by a deputy inspector and material testing were provided as part of Tetra Tech's construction phase services. Nohl Canyon Tank, City of Anaheim, CA, 2010 — Served as the Project Structural Engineer for the design of a 10 MG prestressed concrete reservoir located within the existing footprint of a 60 MG dam -embankment reservoir, including the abandonment of existing facilities, modifications to the existing inlet/outlet piping, and revisions to the existing disinfection system. The design also included site grading, drainage, and access. Seismic Retrofitting of Seven Steel Water Storage Tanks, City of San Buenaventura. CA, 2000 — Served as the Lead Design Engineer to perform seismic retrofit design for both the tank structure and piping for seven steel water storage tanks. Retrofit improvements included installation of seismic uplift anchors and concrete ring beam footings, wall shell reinforcing bands, and installation of flexible pipe couplings and isolation of drain piping and overflow piping from buried PiPmg 258-181 Page 2 NTETRATECH Kenneth R. Berard, P.E. Senior Project Manager Mr. Berard has extensive experience in many facets of water/wastewater Project Role: engineering. Mr. Berard has performed numerous studies ranging from complete Civil Project Manager water master plans to efficiency studies. His design experience includes Education: preparing bid documents for sewers, reservoirs, pump stations, wells, pipelines, chlorination facilities, and pressure reducing facilities. Mr. Berard also has B.S., rival Engineering, California State Polytechnic extensive experience in hydraulic modeling. He has used and is familiar with University, Pomona, 1986 more than six software packages in addition to open channel flow software. Registrations/Certifications Rounding out Mr. Berard's experience is work he has done in inspection, construction administration, shop drawing review, and plan checking. Professional Civil Engineer, California, No. 45499, 1992 EXPERIENCE Professional Affiliations: Murphy West Reservoir No 10, City of Whittier, Whittier, CA. 2017. Project American Water Works Association Manager to assess the condition and make recommendations fora 0.5 MG conventionally reinforced concrete tank. Condition assessment included locating Inland County Water the source of leaks, performing geotechnical analysis to determine foundational Association stability, and s roof surface evaluation. The repair recommendations included office: stabilizing the foundation, leak repairs, and improvements to meet DDW's San Dimas, CA access requirements. Years of Experience: Reynolds Ranch Reservoir, City of Vacaville, Vacaville, CA. 2018. Project 30 Manager for a preliminary design report, final design, and construction assistance for a new prestressed concrete 0.53 MG reservoir with valve vault. Years with Tetra Tech: The PDR evaluated alternative configurations, layout, operations, geotechnical 30 conditions, seismic constraints, community impacts, and environmental issues. The Partially buried reservoir required hillside grading for the site and access roads. The valve vault is 18' x 16' 10' deep with staircase/door style of entrance. The 400' of piping utilized concrete anchors due to steep slopes. Mount Washington Reservoir, City of Calistoga, Cafistoga, CA. 2013. Project Manager for a fully -buried 1.5 MG concrete reservoir on Mount Washington. A Preliminary Design Report was prepared that addressed technical, environmental and budgeting issues, along with recommendations for optimizing the storage configuration, access road alignment and grading. Construction plans, specifications and estimates were prepared. Tetra Tech will be providing construction assistance support services, such as shop drawing review and responding to RFP's. Coldwater Canyon Reservoir Construction Phase, City of Beverly Hills, Beverly Hills, CA. 2010. Project Manager to provide engineering support for the construction of an 8.3 MG buried conventionally -reinforced concrete reservoir. The Coldwater reservoir is configured to maximize water storage on an irregular -shaped site that is designed with a public park on the surface. The design includes two reservoir chambers and inlet/outlet piping configured to provide operational flexibility. The design also includes a sub -drain system with leak detection, reservoir drain and overflow piping, flow meter vaults with seismic valve shut-off, an above -grade penthouse with water analyzing equipment and workspace, and a landscaped public park with decorative fountains and running track. Among the support services provided to the City were civil and structural site observations, review of contractor's material and equipment submittals, responses to RFls, and the management of various sub -consultants for shoring design review, survey monitoring, noise and vibration monitoring, corrosion protection design and construction observation, geotechnical testing and site observation, and landscape architectural coordination. Demolition of Three Reservoirs, City of Upland, Upland, CA. 2008. Project Manager for the project that includes demolition of three partially buried concrete reservoirs ranging in size from 0.75 to 2.1 MG, rough grading, and construction of 500 feet of CMU wall. Design included plans, specifications, and cost estimate. Preliminary Design Reports (Three) for Replacement Reservoirs, City of Riverside, Riverside, CA. 2006. Deputy Project Manager for the development of three separate Preliminary Design Reports for the planned 25B-1 82 Page NTETRATEGH Kenneth R. Berard, P.E. Senior Project Manager replacement of an existing 2.0 MG partially buried tank and same -site booster pump station; 7.5 MG buried reinforced concrete reservoir; and, 11.0 MG buried reinforced concrete reservoir. The three PDRs will analyze site alternatives, constraints, and costs as well as alternative methods of construction, such as prestressed concrete circular tanks versus conventionally reinforced and prestressed hopper and flat -bottom rectangular reservoir construction. In addition to reservoir design considerations, the analyses will evaluate grading, piping, and drainage issues; telemetry and instrumentation; demolition of existing facilities, as applicable; structural and seismic considerations; water quality/treatment; geotechnical conditions; landscape architecture, and, pump station configuration, sizing, and location at one of the reservoir sites. 6.0-MG 925-2A Reservoir, City of Ontario, Ontario, CA. 2005. Project Manager for the planning of two 6.0 MG reservoirs and final design and construction support services for one of the new prestressed concrete tanks. The Preliminary Design Report for the reservoirs established architectural concepts, system hydraulics, water quality concepts, geotechnical conditions, structural design parameters, and outlined measures to ensure design compatibility with other planned facilities (designed by others) at the shared site. Services included environmental documentation (CEQA) and assistance with permit applications and processing. This project won Project of the Year from APWA. Coldwater Canyon and Woodland Drive Reservoirs, City of Beverly Hills, Beverly Hills, CA. 2004. Project Manager for feasibility investigation to provide interim water supply to the city's downtown business district during demolition and reconstruction of a structurally deficient buried concrete reservoir. The study recommended construction of a supplemental reservoir for additional storage and modification of zone transfer facilities for efficient emergency operation. Design is in progress for the reconstruction of the buried 8.3 MG reservoir. A second aboveground cast -in -place 1.65 MG reservoir (Woodland Drive) is also being designed to provide additional water storage for fire protection to area residents. 9.0 MG Concrete Reservoir 1C, Cucamonga County Water District, Rancho Cucamonga, CA. 2004. Project Manager for the preparation of a design report, plans, specifications, and cost estimates for this 9.0 MG partially buried (35 feet below grade) prestressed concrete reservoir. The design report addressed several concepts for the site layout and reservoir configuration, including impacts on construction shoring. In addition, roof alternatives, drain alternatives, construction contract options, and aesthetics were evaluated. The design included off -site street improvements as well as on -site berms and landscaping for screening. Medical Center and Ogden Reservoirs, San Bernardino Municipal Water Department, San Bernardino, CA. 2004. Project Manager for design of the 12.0 MG Medical Center partially buried circular prestressed concrete reservoir. Design elements included telemetry, parking, circulation, lighting, grading, landscaping, and security measures. In addition, prepared site plans for the future design and construction of the 12.0 MG Ogden Reservoir and booster pump station. McMurtry Lane Reservoir, City of Vacaville, Vacaville, CA. 2006. Project Manager for design, construction management and inspection of a 5.0 MG partially buried prestressed concrete reservoir. The new reservoir provided additional storage to meet the growing water demands within the City's Main Zone distribution system. Services including preliminary design report; environmental compliance review; final design, including construction plans, specifications and estimates, and assistance during contract bidding. Milliken Avenue 9.0 MG Concrete Reservoir, City of Ontario, Ontario, CA. 2001. Project Manager for the preparation of bidding documents and construction administration of the aboveground 9.0 MG prestressed concrete reservoir. This high -profile reservoir (visible from the I-10 Freeway) included lighting and architectural treatments to resemble a sports arena. 258-183 Page 2 N TETRATECH Mike Olsen, PE Structural Project Engineer Mr. Olsen has been a part of the Tetra Tech team for over eight years and contributes Education: his extensive structural engineering knowledge from his involvement in municipal, MS, Civil Engineering (Structural industrial and federal projects. He has completed a variety of projects varyingin size P J P tY P J State Emphasis), UniCalversity, Polytechnic University, Pomona, and funding for both public and private entities. 2016 Mr. Olsen's experience includes design, analysis, detailing and construction in BS, Civil Engineering, California structural engineering. He is knowledgeable in reinforced concrete, pre- and post- State Polytechnic University, tensioned concrete, reinforced masonry, steel and timber construction for a variety of Pomona, 2009 Magna Cum Laude building and infrastructure projects including reservoirs, water/wastewater treatment facilities, pump stations, bridge, buried concrete vaults, pipeline structures, bridges, as Registrations/Certifications: Professional Engineer, well as seismic retrofit of existing structures. Mr. Olsen has extensive working California, No. 81944, 2013 knowledge of the California Budding Code (CBC), International Budding Code (IBC) and their application to civil and structural engineering projects. Cal Safety Assessment Program Evaluator Mr. Olsen is experienced with a variety of design software programs including RISA- Professional Affiliations: 3D, RISA Foundation, RISA Floor, ENERCALC SEL, L-PILE, Retandiro and Hilt Chi Epsilon- Civil Engineering PROMS Anchor. Honor Society - Cal Poly Pomona EXPERIENCE Tau Beta Pi -Engineering Honor Structural Analysis of the Mira Flores No. 1 Reservoir, Golden State Water Society -Cal Poly Pomona Company, Santa Maria, CA. 2016. Structural Design Engineer providing Structural Engineering Institute professional engineering services for their 0.3 MG tank. The Mira Flores No. 1 (SEI) and Member of ASCE Reservoir is a rectangular semi -buried concrete masonry unit (CMU) water tank with a office Location: capacity of 0.3 MG. It measures approximately 82-feet by 42-feet with a depth of 15- Irvine, CA feet. The reservoir has a wooden roof structure with skid mounted vertical turbine Total Years of Experience: booster station located on top of the roof at the rear of the tank. Recent inspection (2011) 8 showed that the roof reservoir is fading and needs replacement. Concerns regarding Years with Tetra Tech: cracks in the concrete (cinder block) walls indicate that significant work will be (08/2011) 8 required to reinforce the existing structure before re -roofing with a new aluminum roof and remounting the vertical turbine pumps. Sierra Madre Reservoir Rehabilitation, City of Glendora, Glendora, CA. 2015. Structural Design Engineer for the structural analysis of an existing 4 MG pre -stressed concrete reservoir constructed in 1964-65. The goal of the project was to bring the reservoir up to current standards. The main issues with the reservoir were a cracked and sagging concrete roof and cracking and spalling of exterior gunite and concrete interior walls, columns, and floor. Reynolds Ranch, City of Vacaville, CA. 2015. Structural Design Engineer for preliminary design report of a new pre- stressed concrete 0.53 MG reservoir and 490 glen booster pump station. The report evaluated alternative configurations, layout, operations, geotechnical conditions, seismic constraints, community impacts, and environmental issues. Pump station design incorporated a 50 hp two -pump booster station with motor control center, standby generator, and instrumentation. Permitting and assistance during bidding and construction was also provided. Structural and Seismic Evaluation of Storage Reservoirs, Montecito Water District, Montecito, CA. 2014 — 2015. Structural Design Engineer. Conducted condition assessments, inspections, investigations, performed testing and provided structural and seismic analysis of nine District water storage reservoirs with a combined volume of 11.5 million gallons at full capacity. The nine reservoirs included five rectangular predominately buried concrete reservoirs, three circular above ground concrete reservoirs, and one circular above ground steel reservoir. Deficiencies identified were presented with prioritized alternatives for repair(s), retrofit or replacement to ensure these facilities continued to operate and provide water following a seismic event. The District provides potable water to approximately 4,360 customer accounts that use an average 5.5 million gallons of water per day. Pant 224 Reservoirs and Pump Station, Suburban Water System, City of Whittier, CA. 2012 — 2014. Structural Design Engineer for the design and construction of two rectangular, conventionally reinforced concrete reservoirs with a total capacity of 7.0 MG. The design included architectural treattnent that features a street -front architectural facade, as well as interior and exterior roof access stairs. Rawlings Reservoirs, City of Tustin, Tustin, CA. 2012. Structural Design Engineer for two pre -stressed, circular 3.5 MG concrete tanks located on a confined site, where space for excavation and material stockpiling during construction presented 25B-184 Page 1 N TETRATEGH Mike Olsen, PE Structural Project Engineer many challenges. Mr. Olsen helped in the shop drawings review process and structural observations in the construction phase. MCBean Parkway Pedestrian Bridge Construction Support, City of Santa Clarita, Santa Clarita, CA. 2016 — 2017. Project Engineer. Project Engineer during the design and construction phase of the project. The City of Santa Clarita contracted Tetra Tech in 2015 to perform planning, structural design, and construction phase services to replace the existing pedestrian overcrossing (POC) over McBean Parkway. The POC is located on the City's network of multi -use "paseo" pathways. Constructed in 1979, the timber superstructure showed signs of insect infestation, dry rot, and delamination of the glue laminated girders. The project team was tasked with defining an approach to replace the decaying structure. Tetra Tech initiated the geotechnical investigation and preparation of structural plans, specifications, and estimates to replace the structure. Through continued partnership, Tetra Tech and City engineers delivered a project within cost that increases safety and restores alternative access to schools, neighborhood parks, and local businesses in the City of Santa Clarita. Construction commenced in spring of 2017 and was completed later that summer. The biggest challenge encountered was the coordination and scheduling of road closures during the demolition of the existing bridge and during final assembly and erection of the new pre -fabricated bridge Tetra Tech's experience in the preparation of traffic control plans within the City helped minimize the impact to the public and allowed the contractor do perform all construction related tasks. Riverside Drive near Zoo Drive Bridge over Los Angeles River, Bridge No. 53C-1298, City of Los Angeles, CA. 2014 — Ongoing. Design and Construction Support. Responsible for conducting plan reviews and approvals by Caltrans District 7 and the Federal Highway Administration (FHWA) for this federally funded project. With this historic bridge falling below current design standards, Tetra Tech was contracted for the completion of environmental documentation and permitting, geotechnical and hydraulic analyses, bridge widening and retrofit, traffic and lighting upgrades, and 100% Plans, Specifications, and Estimates (PS&E), in an effort to fix geometric deficiencies, barrier rail vulnerabilities, structural weaknesses, and Los Angeles River Bicycle Lane impedance issues. Construction of Lost Canyon Road Bridge Widening over Sand Canyon Wash, Santa Clarita, CA. 2015 — 2016. Project Engineer for the construction phase and services portion of the bridge widening at Lost Canyon Road. The bridge widening was originally designed by DCA and Tetra Tech was contracted to provide construction engineering including surveying, material testing, and biological monitoring to assist City's project team. The goal of the project was to create a multi -use pedestrian and bicycle path along the north edge of the existing bridge approximately 10-feet wide. The proposed bridge expansion is 50-feet long by 16-feet wide and was constructed similar to the existing structure with the addition of four PS/PC concrete box girders, extending the existing abutments and repositioning the wing walls on the downstream side. Construction of the bridge structure and road surface was conducted primarily from the top, however, equipment and materials were needed to access the wash for the purpose of grading and constructing the abutments, scour protection slab, and repositioning the wing walls. Mr. Olsen was responsible for attending weekly construction meetings, performing structural observations, reviewing and responding to RFI's and Submittal's, Design Bulletins for Contractor regarding design clarifications, preparing and performing Final Inspection and preparing Record Drawings. Conveyance Pipeline for Carlsbad 50 MGD Seawater Desalination Plant, Poseidon Resources Corporation, Carlsbad, CA. 2013 — 2014. Design Engineer for several structures associated with the interconnection of the new 54-inch diameter Carlsbad Conveyance Pipeline with the existing SDCWA P3 and P4 pipelines. The four structures are buried reinforced concrete vaults that consist of two pump wells, two isolation valve vaults, an interconnect valve vault and a flow control facility. The flow control facility vault has an above -grade concrete masonry control room, with a steel framed roof built on top of it. Export Sludge Design/Build Project, South Orange County Water Authority (SOCWA), Laguna Niguel, CA. 2013. Structural Design Engineer. Responsible for providing design and construction support for this design/build project. This project consisted of three main structures: the sludge equalization tank, the pump station, and the electrical building. The sludge equalization tank is a 40-foot diameter, 26-feet deep, conventionally reinforced cylindrical tank whose design conforms to ACI 350. The pump station is an open concrete enclosure, surrounded on three sides by 4-foot high concrete walls. The electrical building is a masonry building with a steel framed roof. Brackish Groundwater Desalination Reverse Osmosis Water Treatment Plant, San Antonio Water System (SAWS), San Antonio, TX. 2013. Design Engineer. Responsible for the structural design, plans, and specifications for post treatment structures of SAWS' brackish groundwater treatment plant. The structures included a cast -in -place reinforced concrete chlorine contact tank, chemical storage building and electrical room with masonry walls and steel framed roof, finished water pump station, calcite contactors foundation and structural steel access platforms, steel flush tank foundation, and carbon dioxide storage tank foundations. Foundation design of all structures incorporated geotechnical recommendations to mitigate the effects of expansive native clayey sods. 258-185 Page 2 N TETRATECH .lose QUICOZ, EIT Structural Design Engineer Mr. Quiroz has experience in the design, analysis and detailing in structural engineering. He is knowledgeable in reinforced concrete, masonry, structural steel and Project Role: wood frame design, and construction for a variety of budding and infrastructure Structural Design Engineer projects including reservoirs, water/wastewater treatment facilities, as well as seismic Education: retrofit of existing structures. MS Structural Engineering California State Polytechnic, Pomona, CA EXPERIENCE 12/2017 Plant 128 Seismic Evaluation & Retrofit Analysis, Suburban Water Systems, La SS Civil Engineering Puente, CA 2019 - Plant 128 Reservoir is an aging concrete reservoir originally California State University, Los Angeles constructed as an open-air agriculture irrigation reservoir. Tetra Tech evaluated the 06/2013 reservoir for seismic performance as well as leaking and possibly other issues. Registrations/Certifications: 3.7 Million Gallon Zone 1 Reservoir Construction Support Services, IRWD, Engineer -In -Training 2013 Irvine, CA 2018 - Zone 1 Reservoir Construction Phase —Mr. Quiroz assisted with Field Safety Certifications structural calculations (prestressed tank, concrete vaults, retaining walls) detailing reviewingconstruction submittals, reviewing RFIs g Fall Protection (Ladders, Scaffolding, Aerial Lifts) Lower Acacia Reservoir (1-D) Structural Rehabilitation, Design Phase Services 3/2018 and Construction Management, City of Fullerton, CA 2017-2019 — Structural FRS Protection Training designer assisting with the Design Phase and Construction Support Services for the Respiratory Protection Training improvements to the Lower Acacia Reservoir. Mr. Quiroz assisted with the preparation Confined Space Training of the drawings and specifications that comprise the bid documents. (9/2018) Plant 408 Reservoirs, Suburban Water Systems, La Mirada CA. Ongoing. Professional Affiliations: American Society of Civil Structural Designer assisting with this multi -phased project to replace a 7.8 MG steel Engineers hopper bottom tank with three circular steel tanks and a pump station. Provided a office Location: condition assessment of the existing facilities and a conceptual design report for the San Dimas, CA replacement of the reservoir. The report evaluated various concrete and steel tank Total Years of Experience: options as well as a geotechnical evaluation to stabilize a 2:1 slope and were used to (2017) 2 obtain approval from the PUC. Groundwater Reliability Improvement Program (GRIP) Advanced Water Treatment Facility, Water Replenishment District of Southern California, Pico Rivera, CA, 2016-2019 — Structural Designer, assisted with the design for a new 13,000 acre-feet per year of fully advanced treated recycled water. The structures include a two-story Administration Budding with a rooftop garden, a 45,000 square foot Process Building, a 3 million gallon buried concrete Equalization Tank and a dozen ancillary structures. The Administration Building has rigid floor and roof diaphragms and main as are concentric steel braced frames as the lateral force resisting elements. The Process Building has a steel framed roof and concrete masonry shear walls. An extensive network of cable trays and piping are supported from the roof for gravity and seismic loads. The Equalization Tank is a buried, rectangular concrete structure designed in accordance with ACI 350. The ancillary structures are a combination of reinforced concrete, steel and masonry construction. San Diego County Water Authority, Hubbard Hill North (Q0204) Project, San Diego, CA 2017-2017 — Structural Designer assisting with the structural design for the First Aqueduct Structures, FCFs and Lining Rehabilitation. The project will remove the internal lining from the steel portions of Pipelines 1 and 2 in the San Luis Rey river valley, and Pipeline 1 in Couser Canyon and the Lake Hodges river valley. 12 access portals are required for this operation. New reinforced concrete vaults and pipe encasement will be added or replaced the existing structure at most of the portals. To facilitate the extended pipeline shutdowns required to remove the internal lining, the project also includes 9 new reinforced concrete turnout connections structure at six flow control facilities. Tetra Tech is responsible for the structural designs of all the access portal vault, the turnout connections structures, pipe encasements and other structural improvements for the six flow control facilities such as retaining walls and pipe bridging/cap across access road. Prolacta Bioscience, Structural Engineering Services, City of Industry, CA 2018 - Tetra Tech provided Structural Engineering Services for structural design of the concrete foundation and anchorage for two 3500L stainless steel tank inside the existing processing budding in the City of Industry. Mr. Quiroz performed visional site reconnaissance, assisted with the preparation of the structural calculations and the plans and specifications. 25B-186 Page 1 N TETRATECH Mr. Heinen has experience in the design, analysis and detailing in structural engineering. He is knowledgeable in reinforced concrete, masonry, structural steel and wood frame design, and construction for a variety of building and infrastructure projects including reservoirs, water/wastewater treatment facilities, as well as seismic retrofit of existing structures. EXPERIENCE Hunting Horn Reservoir Structural/Seismic Evaluation, City of North Tustin, CA Golden State Water Company, 2019 As Design Engineer, Mr. Heinen assisted with engineering/technical services including onsite reconnaissance inside the reservoir to prepare a structural and seismic study and evaluation. The Hunting Horn Reservoir is a semi -buried reinforced concrete cylindrical water tank that was first constructed in 1900, converted to concrete in 1918, and gunite-lined in 1950. The reservoir has a capacity of 0.44 MG, measures approximately 72 feet in diameter and 16 feet high and has awood frame roof. Over the years it has developed cracks in the interior shell that have been patched and has a slow leak that is visible from the exterior and requires assessment and repair. Tetra Tech prepared a comprehensive engineering study and seismic evaluation of the tank to examine the alternatives available to GSWC for either repair or replacement. Reynolds Ranch Reservoir Construction Phase, City of Vacaville, CA, 2016 — Tetra Tech provided construction support services to assist in the submittal review as well as providing technical assistance in answering RFIs an assist with resolution of change order requests. Mr. Heinen assisted with the review of construction submittals and RFIs. 3.7 Million Gallon Zone 1 Reservoir Construction Support Services, IRWD, Irvine, CA 2018 - Zone 1 Reservoir Construction Phase — Mr. Heinen assisted with structural calculations (prestressed tank, concrete vaults, retaining walls) detailing, reviewing construction submittals, reviewing RFIs. Geoffrey Heinen, EIT Structural Design Engineer Project Role: Structural Design Engineer Education: MS Structural Engineering California State Polytechnic, Pomona, CA Expected 2020 BS Civil Engineering Gonzaga University, Spokane, WA 2015 Reg! strations/Certifi cations: Engineer -In -Training 2015 Field Safety Certifications Fall Protection (Ladders, Scaffolding, Aerial Lifts) 3/2018 H2S Protection Training Respiratory Protection Training Confined Space Training (9/2018) Professional Affiliations: American Society of Civil Engineers Office Location: San Dimas, CA Total Years of Experience: (2017) 2 Years with Tetra Tech: (06/2017) 2 Simon Ranch Reservoir, City of Tustin, CA 2015-2019 — Tetra Tech provided professional design engineering services for the Simon Ranch Reservoir, Booster Pump Station and Pipeline Replacement Project Mr. Heinen assisted with the structural calculations (prestressed tank, screen/retaming walls) detailing, reviewing construction submittals, reviewing Rl'1. Lower Acacia Reservoir (1-D) Design Phase Services and Construction Management, City of Fullerton, CA 2018 — Structural designer assisting with the Design Phase and Construction Support Services for the improvements to the Lower Acacia Reservoir. Mr. Heinen assisted with the preparation of the drawings and specifications that comprise the bid documents. Sierra Madre Reservoir Rehabilitation, Glendora, CA 2016-2017 — Structural Designer assisting with the preparation of a seismic evaluation of an existing 4 MG potable water storage tank. This concrete structure was originally constructed in 1964-65. The tank structure consists of a prestressed circular concrete wall shell, concrete columns and a concrete roof. The purpose of the evaluation was to determine the improvements needed in order for the reservoir to meet current Code (AWWA D110-13) seismic design, and to determine the extent of the sagging and cracking at the existing roof deck. Safety and reservoir appurtenances were evaluated for OSHA compliance (ladders and hatches) and security (hatches and vents). Conceptual designs and costs for the recommended improvements were provided in a preliminary design report. Preliminary Design Report for the San Jacinto Valley Water Banking — Enhanced Recharge and Recovery Program, Eastern Municipal Water District, Final Design Well Building, 2018 — Tetra Tech prepared the 30% design plans for this project and is currently completing the Phase 1 A final design plans and specifications for the well conveyance and blow -off pipelines. Mr. Heinen assisted with the preparation of structural calculations (CMU Building w/ Steel Frame Root, Concrete Wall Footing), Detailing, Estimate. 25B-187 Page 1 N TETRATECH Mr. Lee has over 11 years of experience in the development of conceptual studies for domestic water and reclaimed water systems, as well as final design for water distribution and transmission systems, sewer conveyance facilities, and utility relocations. EXPERIENCE High Zone Recycled Water Reservoirs, City of Chino Hills, Chino Hills, CA. 2009. Design Engineer for the feasibility, design and construction management of a 0.5 MG and a 2.0 MG recycled water reservoirs located at two separate sites. The design included access road improvements, recycled water transmission mains, and site improvements for the two above -ground steel tanks. Coldwater Reservoir, City of Beverly Hills, Beverly Hills, CA. 2012. Design Engineer for the reconstruction of an 8.0 MG reservoir. The new design was for a fully buried, cast -in -place, conventionally reinforced concrete reservoir with a recreational park on the surface. The design incorporated full utilization of the site that maximized storage while also included the necessary piping and equipment for inlet/outlet transfer of water, site and reservoir drainage and overflow, a building for analytical and electrical equipment, and park features such as landscaping, water fountains and a running track. The design required working within the constraints of neighboring properties, including a fire station, and existing utilities through the site such as a major box storm drain and 68- inch diameter DWP transmission main. Construction services included engineering support and site observation, as well as services for shoring monitoring, geotechnical certification, corrosion observation, and noise and vibration monitoring. Reynolds Ranch Reservoir, City of Vacaville, Vacaville, CA. 2007. Design Engineer for a preliminary design report for a new prestressed concrete 0.53 MG reservoir and 490 gpm booster pump station. The PDR evaluated alternative configurations, layout, operations, geotechnical conditions, seismic constraints, community impacts, and environmental issues. Pump station design will incorporate a 50 hp two -pump booster station with motor control center, standby generator, and instrumentation. Permitting and assistance during bidding and construction was also provided. Adrian Lee, PE Design Engineer Education: B.S., Civil Engineering, University of California at Irvine, 2007 Registrations/Certifications: Professional Civil Engineer, California, 2011, No. 79032 Professional Affiliations: American Society of Civil Engineers National Society of Professional Engineers Professional Engineers in Private Practice Water Environment Federation American Water Works Association Office: San Dimas, California Years of Experience: 11 Years with Tetra Tech: (0812008) 11 Air National Guard, Irrigation Well Project Building 1300, Port Hueneme CA. 2013. Project Engineer for the development of a PDR and final design to replace an irrigation well pump, piping, piping appurtenances, and electrical equipment. A 475 gpm VFD driven vertical turbine pump was installed 220 feet below ground surface. The 6-inch discharge piping and valves were also replaced. The existing fertilizer injection system plumbing was replaced. Most of the electrical wiring and controls were also replaced. High Zone Recycled Water Tanks, City of Chino Hills, Chino Hills, CA. 2011. Design Engineer for design of two steel tanks at separate sites (0.5 MG and 2.0 MG) to store recycled water. Both sites were in steep hillsides requiring extensive grading along with about 3,200 feet of access road and access road improvements and 950 feet of 8-inch and 16-inch water main. Recycled Water Line Construction, City of Vernon, Vernon, CA Design Engineer for a recycled water line installed within the industrial section of the City. Design features include 8,900 feet of 12- and 18-inch ductile iron piping and 615 feet of 30-inch bores. Project included working with the California Energy Commission (CEC) for constructing the pipeline, which will serve the Malburg Electrical Generating Station, to CEC standards. 25B-1 88 Page 1 N TETRATECH Adrian Lee, PE Design Engineer Hawthorne Boulevard Transmission Hydraulic Analysis, City of Torrance, CA. 2016. Design Engineer to assess impacts of various options to connect a 12-inch 4,300 foot long transmission main. Computer modeling utilized H2O Map and evaluation included water age, fire flow, pressure, and other criteria. Recommendation was for a very simple option which resulted in the lowest construction cost. Inglewood Water Master Plan 2014, City of Inglewood, CA. 2015. Design Engineer/Hydraulic Modeler for the modeling and analysis of City's potable water system. Developed a calibrated model of the City's water system in InfoWater, utilizing the City's GIS data. Assessed the system based on criteria for fire flow, pressure, velocity, and water age. Also assessed the City's operational storage and fire storage requirements. Provided recommendations for optimizing operations, and developed a capital improvements program. TDS Analysis, City of Torrance, Torrance, CA. 2012. Design Engineer to assess impacts of supplying up to 5,000 gpm from North Torrance Well Field. This new source required blending due to high Total Dissolved Solids and Manganese. Developed H2ONET TDS contour map under several scenarios to identify distribution system blending of TDS and Manganese. Identified impacts of various improvements to dispersion of TDS. Beaudry Terrace/Glorietta Park Pressure Surge Analysis, City of Glendale, Glendale, CA. 2015. A report to analyze occurrences of surge and main breaks in the Beaudry Terrace area of the 1666 Zone in the City of Glendale's water system. Updated the City's H2ONET model and provided fire flow evaluations of the Beaudry Terrace area. Also analyzed possible pipeline connections to improve fire flow in the Verdugo 1666 Zone. Condition Assessment of CMP Storm Drains, City of San Diego, CA. 2012. Design Engineer for a large storm drain assessment project for the City of San Diego, for which over 11.5 miles of CMP storm drain from 8-inch to 120-inch was inspected and assessed. Video inspection of the City's CMP storm drains was performed by a subcontractor and the video footage with reports was delivered to Tetra Tech. Each pipe was individually assessed as to condition, specific types and severity of defects discovered, and recommendations for repair were made based on the engineer's analysis. The project was divided into five phases with each phase providing a summary of defects as well as recommendation for rehabilitation or replacement. The report will be used to prioritize maintenance and repair of the entire storm drain conveyance system. Suburban Water Systems, Plant 224 Facility Improvements, Whittier, CA. Ongoing. Design Engineer for the design and construction assistance for the plant improvements. A conceptual plan was developed to construct a 13,000 gpm pump station and as much potable water storage as practical at Suburban Water System's 224 Plant. The concept required close coordination with the City of Whittier in order to obtain DRA, CUP, and Building Department permits. A detailed report was developed and presented to the Public Utility Commission in order to justify the project and obtain funding. Two conventionally reinforced partially buried reservoirs store 2.4 MG and 4.7 MG of potable water. In order to meet the City of Whittler's development requirements, an Art Deco architectural style was adopted which included a 30-foot high facade in the front of the site and architectural pilasters and cornices on the exposed reservoir and pump station walls. The facade includes a 5.5-foot diameter clock and bronzed letters identifying the owner. The architectural theme is compatible with a historical pump station building at an adjacent site. The site work includes a bioswale and retention basin to handle storm water flows. A.C. pavement is limited and gravel/landscaping maximized in order to minimize storm water run-off, maximize aquifer recharge, and enhance the storm water quality run-off. Construction was phased into three parts to match available funding. The first phase included much of the site earthwork and perimeter fencing and Tetra Tech provided the final design, special inspection, and construction assistance. The second phase included piping and the pump station. Tetra Tech provided HVAC, structural, and architectural design while Suburban led the phase and provided the remaining design. Tetra Tech also provided special inspection and construction support services. The third phase included both reservoirs, the architectural facade, and final site work. Tetra Tech led this effort while Suburban provided electrical and controls design. Tetra Tech also provided comprehensive construction management services. 258-189 Page 2 Andy Rodriguez Project Manager i11�1'LA.i, REGISTRATIONS/ CERTIFICATIONS Mr. Rodriguez is a Project Manager for Ninyo & Moore. He has experience on a variety of project types, including highways, bridges, airport projects, pipelines and commercial developments. He oversees field testing of concrete and asphalt concrete, inspection of asphalt and concrete batch plants, geotechnical laboratory testing, quality control for all laboratory procedures, including fulfilling requirements forASTM, AASHTO, CALTRANS, ACI, and UBC Standards. Additionally, he provides geotechnical observation and testing services for earthwork projects. EXPERIENCE Irvine Ranch Water District, On -Call Geotechnical Consulting Services, Irvine, California: Project Manager retained to provide on -call geotechnical services, including laboratory testing, field observation, and density testing for various IRWD projects. Testing and inspection included observation of foundation excavations, compaction testing of subgrade, aggregate base and asphalt concrete pavement. Irvine Ranch Water District, Portola Hills Sewer Lift Station, Irvine, California: Radiation Nuclear Gauge Project Manager retained to provide geotechnical services during construction of the proposed Portola Hills Sewer Lift Station Abandonment and Gravity Sewer Project, located in Lake Forest, California. The project consisted of installing approximately 5,200 linear feet (LF) of 12-inch-diameter gravity sewer pipeline, 13 new manholes, abandonment of approximately 1,300 LF of 8-inch and 1,500 LF of 10-inch sewer pipelines, abandonment of the existing Portola Hills Sewer Lift Station and four manholes, and rehabilitation of the existing pressure reducing valve. Irvine Ranch Water District, Wells 21 and 22 Desalter Facility, Irvine, California: Project Manager retained to provide project coordination and management for soils and material testing services during construction of the Wells 21 and 22 Desalter project, located in Tustin, California. The project consisted of constructing a new Reverse Osmosis Treatment Plant Building. The project delivery method was design/ build. Our services included concrete sampling in the field and soils density testing during building pad preparation, subgrade, aggregate base, asphalt concrete, as well as during the trench and structural backfill operations. Chiquita Water Reclamation Plant, San Juan Capistrano, California: Senior Field Inspector/Technician providing geotechnical consulting, materials testing and inspection services for the Phase 3 Expansion project. His responsibilities included providing the required concrete sampling and inspection during construction of 11 new concrete structures. His geotechnical services included sampling and field density testing during the structure pad preparation, structural backfill placement, subgrade preparation and during aggregate base and asphalt concrete pavement placement. Caltrans District 12 Sampling and Testing Services, Orange County, California: Served as Materials Testing Manager providing coordination or as -needed materials testing services to support the development and construction of State transportation projects in District 12. Services included sampling and testing of concrete, asphalt Andy Rodriguez, Project Manager I Ninyo & Moore I Geotechnical cmt Consultants 1 Andy Rodriguez Project Manager concrete, subgrade and aggregate base. Laboratory testing services included California Impact Test, R-Value, AC extraction, AC maximum density, durability, and flexural strength testing. 1-5 Gateway Project, Orange County, California: Project Manager/Lead inspector retained to provide geotechnical and materials testing services. The project generally consisted of widening the existing 1-5 Freewayfrom the SR91 Freewayto the County of Los Angeles border line. The construction included 4 new bridges over the freeway, ten retaining walls, and reconstruction of the 1-5 Freeway pavement. Field observation, sampling and testing was performed on embankment fill, subgrade, aggregate base, and structural concrete. Concrete batch plant inspection services were also performed at the concrete batch plant during structural concrete construction. The field testing was performed in accordance with Caltrans test methods and test frequencies. County of Los Angeles SR 126/Commerce Center Drive, Castaic, California: Senior Project Manager provided coordination of materials testing and deputy inspection services during the roadway reconstruction of the State Route 126/Commerce Center Drive Interchange project located in the Castaic area of Los Angeles County, California. The project consisted of complete reconstruction of the intersection of State Route 126 at Commerce Center Drive, as well as extension of sections of the existing sound walls adjacent to the intersection. Our Caltrans-certified concrete field technicians performed sampling of the new jointed plain concrete pavement in order to perform ball penetration, air content, and yield/unit weight conformance testing, as well as cast the appropriate sets of concrete beams in accordance with Caltrans specifications. We also performed Caltrans-certified concrete batch plant inspection services located at the on -site and off -site batch plant facilities in order to see that the jointed plain concrete materials were mixed and batched in compliance with the project plans, specifications, and Caltrans concrete mix design requirements. Our batch plant inspection services included checking mix designs, monitoring batch weights, and sampling aggregates for laboratory testing. Our laboratory testing was performed in our Caltrans-certified laboratory. We performed reinforced masonry deputy inspection services during the sound wall extension construction operations. OCTA/Caltrans/Interstate 405 (1-405) and State Route 55 (SR-55) Interchange Improvement Project (MOS-1, 2, 3), Costa Mesa, California: Senior Lead Technician retained to provide soil, AC, and concrete inspections and testing per Caltrans for the Interchange Improvement project. San Bernardino Associated Governments 1-215 Segments 1 and 2, San Bernardino County, California: Materials Testing Manager providing coordination of field personnel providing materials testing and inspection servicesduring construction. Services include oversight of field testing of soil, aggregates, concrete and asphalt concrete, inspection of asphalt and concrete batch plants, geotechnical laboratory testing, and quality control for all laboratory procedures, including fulfilling requirements forASTM, AASHTO, CALTRANS, ACI Murrieta Hot Springs Roadlinterstate 15 and 215 Interchange Modifications, Murrieta, California: Senior Field Technician for materials testing services during the construction of the Murrieta Hot Springs Road/Interstate 15 and Interstate 215 Interchange Modifications project located in Murrieta, California. His responsibilities included contract management and daily coordination of field technicians, special deputy inspectors, and laboratory testing services, and submittal of the field and laboratory reports, as City of Murrieta/Nutmeg Overcrossing at Interstate 15, Murrieta, California: Senior Lead Technician for materials testing services during the construction of the Nutmeg Overcrossing at the Interstate 15 (1-15) freeway in Murrieta, California. The overcrossing, designed in accordance with Caltrans specifications, will have four travel lanes (two lanes in each direction) and consists of a two -span, cast -in -place, and prestressed box girder structure supported by two abutments and a center three -column bent. Harvard Avenue and Walnut Avenue Bridge Widening, Irvine, California: Senior Lead Technician performing soil, AC, and density inspections per Caltrans and Greenbook specifications. Andy Rodriguez, Project Manager I Ninyo & Moore I GeotechnicalLFUI LwAgMtals nos Consultants 2 OYK and Natgun Gen ... tinns Strong 351 Cypress Lane, El Cajon, CA 1 619.440.8181 Matthew A Ford, P.E. Regional Manager, CTS Western Region Professional Experience DN Tanks, El Cajon, California (DYK Incorporated merged with Natgun Corporation to form DN Tanks, Inc. in December 2010) 2019-Present Regional Manager, CTS Western Region — Responsible for performing inspections of new and existing tanks, preparation of reports with findings, making recommendations for repair procedures and client liaison for inspection, retrofit and repair projects in the Western US. Additionally, responsible for assisting in the development and execution of repair projects including plan and specification review and development, estimating, monitoring costs and quality control. 2013-2019 Regional Estimator Responsible for managing project bids, quantity takeoffs, cost estimation and managing the scope of work delineation with subcontractors and prime contractors. Provides support for project development through construction feasibility planning, plan and specification reviews, site visits and site layouts. 2012-2013 Project Engineer — Provide office and field assistance to project managers and superintendents. Responsible for preparing concrete mix designs and other project submittals, making site progress and quality control inspections, preparing shoring drawings and site layouts, checking material purchase orders and issuing request for quotations and subcontractor purchase orders. 2009 — 2012 Cooperative Education Student - Responsible for assisting in the management of both the estimating and execution of new tank and repair projects in both the office and the field. Education Northeastern University, Boston, MA B.S. in Civil Engineering Accreditations Registered as a Professional Engineer in the state of California. 25B-192 Richard F. Yeager Jr., PE Richard (Rick) F. Yeager Jr. is a California Registered Civil Engineer and a NACE Intl Certified Cathodic Protection Specialist with a broad background in corrosion engineering, inspections, and construction support services. Mr. Yeager has extensive experience in water and wastewater corrosion control and cathodic protection system designs, corrosivity assessments, pipe and coating materials of construction, and inspection and monitoring of installed piping systems. The NACE Certification meets the definition of "Corrosion Expert" as defined by the United States Environmental Protection Agency and under 40 CFR 280.12 of the Code of Federal Regulations. Additionally, Mr. Yeager has provided construction inspection services for projects that have included pipelines, water reservoirs, treatments plants, and roadways. Project Experience: As -Needed Corrosion Engineering Services & Annual Surveys Provide Cathodic Protection Survey and Performance testing of installed pipelines and reservoirs. To include monitoring, testing and troubleshooting all existing corrosion control facilities for corrosion. Performing coating assessments on process facilities, water treatment plants, and buried piping systems. Then assessing system damage and evaluating cathodic protection system performance and identifying repair or refurbishment requirements. A summary report listing all observations, conclusions, and recommendations is submitted at the completion of each annual survey. • Ramona Municipal Water District • Olivenhain Municipal Water District • Santa Fe Irrigation District • Leucadia Wastewater District • Otay Water District • San Dieguito Water District • City of San Diego • Padre Dam Municipal Water District • Vallecitos Water District Corrosion Control Evaluation and CP Design Responsible for designing new and retrofit cathodic protection systems for buried metallic pipelines and aboveground water storage tanks. Designs, galvanic anode and impressed current, take into account soil conditions, coating options, power availability and other parameters in order to achieve the most cost effective means of long term corrosion protection in accordance with nationally accepted standards. • City of San Diego- Morena Pump Station & Conveyance System • City of San Diego- Tierra Santa Pump Station & pipeline • City of San Diego- 69"h & Mohawk Pump Station • City of San Diego- 30"h St Pipeline Replacement Richard F. Yeager Jr., PE e, �P�.� R M a 1 R t E R R O Principal Corrosion Engineer YEARS OF EXPERIENCE 22 YEARS WITH FIRM 15 EDUCATION B.S., Civil Engineering, California Polytechnic State University, 1997 National Association of Corrosion Engineers (NACE Int'1) • Basic Corrosion Course, 1997 • CP Design I, 1999 • Cathodic Protection Certification Training, 2001 CERTIFICATIONS California Professional Civil Engineer No.C70686 NACE Int'1: • Cathodic Protection Specialist No. 6321 Confined Space Entrant/Attendee Certified DVBE/SBE Firm (CA Dept. of General Services) Certified SLBE Firm (City of San Diego) SCOOP Certified Firm (SDCWA) 1016 Broadway, Ste. A, El Cajon, CA 92021 Phone: 619.312.0195 25B-193 • City of San Diego- Pacific Beach Pipeline • City of San Diego- North City Water Reclamation Facility PROFESSIONAL AFFILIATIONS • City of San Diego- North City Pure Water Facility Expansion • City of San Diego- Sloane PRS CP Design National association of Corrosion • City of San Diego- Cielo & Woodman PS CP Engineers (NACE Int'1) • City of San Diego- Otay 2"d PL Phase I • City of San Diego- Del Mar Heights PL ICCP Design San Diego Section Chairman, • City of San Diego- Sewer PS 79 CP Design and CSS 03 • City of San Diego- 1-15 DAR/City 66: PL CP Design San Diego Section Trustee, SD • City of San Diego- Cal Trans I-905 Crossing CP Design • City of San Diego- Upas Street Pipeline CP Design NACE I006 NACE I Policy Committee • City of San Diego- Otay Mesa Trunk Sewer Casing Cathodic resnt'l Protection NACE NACE Int'1 Policy Chair • City of San Diego- Torrey Santa Fe Road Pipeline 2012-2015 • Padre Dam Municipal Water District- ESA Secondary Connection NACE Int'1 Policy Past Chair • Eastern Municipal Water District- Cactus II Feeder Transmission 2015-Present Pipeline American Society of Civil Engineers • Eastern Municipal Water District- Menifee Valley Reservoir (ASCE) • City of Inglewood- Inglewood Pipeline Assessment • City of Inglewood- Sanford Treatment Plant Corrosion Assessment • City of Orlando, FL- Orlando Reuse Pipelines • Orange County Water District- Groundwater Replenishment Pipeline • Eastern Municipal Water District- Desalter pipelines Phase 11 • Eastern Municipal Water District- Reach 16-2 RW Pipeline • Eastern Municipal Water District- Nuevo Road I-215 Pipeline • Eastern Municipal Water District- Well 57 Pump Coating Inspection & CP Design • Padre Dam Municipal Water District- Sky Ranch Pipeline, pump station and reservoir • Las Vegas, NV- Nellis Air Force Base Visiting Quarters, Maintenance building, and Headquarters Building • Irvine Ranch Water District- Zone 3 Reservoir CP • Otay Water District- 680/944 Pipeline • City of Del Mar- 21�t St & 7th St Pump Station Cathodic Protection • Leucadia Wastewater District- B2, B3, L1, L2 Force Main CP Repairs • County of San Diego- Harbison Canyon SLS Corrosion Assessment • Eastern Municipal Water District- Bridge RW Pipeline CP Design • Vista Irrigation District- HP Tank CP Design • Lake Havasu City- BS 1C CP Design • Otay Water District- Heritage Rd PRS CP • LVVWD- Reservoir 3665 CP Design • Helix Water District- 36-inch CML&C Pipeline CP • MNWD- Regional LS FM Replacement CP More Experience Available Upon • SM WD- Reservoir CP System and Anode Well Survey Request • Eastern Municipal Water District- AMR North Goetz Rd CP • Coachella Valley Water District- Salton Sea SCH PS and PL CP Richard F. Yeager Jr., PE 1016 Broadway, Ste. A, El Cajon, CA 92021 Phone: 619.312.0195 25B-194 j Sant, Celebrating 44 Yeats N TETRA TECH EXHIBIT C ©� �....Price Suminvary, / Totals Seismic and Structural Assessment of the S,pecify Add-1 Fees on Setup City of Santa Ana Public Works Agenc, Pricing by Resource case rolmTech-Confiaen,adanaP,oaetary 255_-196 P.nfl�,,,,MO,s OTETRATECH EXHIBIT A - SW 2014-2019 HOURLY CHARGE RATE AND EXPENSE REIMBURSEMENT SCHEDULE Project Management Project Manager 1 Project Manager 2 Sr Project Manager Program Manager Principal in Charge Engineers Engineering Technician Engineer 1 Engineer 2 Engineer 3 Project Engineer 1 Project Engineer 2 Sr Engineer 1 Sr Engineer 2 Sr Engineer 3 Principal Engineer Planners Planner 1 Planner 2 Sr Planner 1 Sr Planner 2 Sr Planner 3 Designers & Technicians CAD Technician 1 CAD Technician 2 CAD Technician 3 CAD Designer Sr CAD Designer 1 Sr CAD Designer 2 CAD Director Survey Tech 1 Health & Safety H&S Administrator Sr H&S Administrator H&S Manager Construction $195.00 Construction Project Rep 1 $207.00 Construction Project Rep 2 $250.00 Sr Constr Project Rep 1 $297.00 Sr Constr Project Rep 2 $310.00 Construction Manager 1 Construction Manager 2 Construction Director $37.00 $96.00 $115.00 $130.00 $135.00 $165.00 $170.00 $175.00 $210.00 $300.00 $104.00 $115.00 $125.00 $151.00 $175.00 $65.00 $75.00 $90.00 $100.00 $118.00 $145.00 $150.00 $50.00 $95.00 $115.00 $145.00 General & Administrative Project Assistant 1 Project Assistant 2 Project Adm inistrator Sr Project Administrator Graphic Artist Technical Writer 1 Technical Writer 2 Sr Technical Writer Information Technology Systems Analyst/ Programmer 1 Systems Analyst/ Programmer 2 Sr Sys Analyst/ Programmer 1 Sr Systems Analyst/Programmer 2 Project Accounting Project Analyst 1 Project Analyst 2 Sr Project Analyst $78.00 $85.00 $100.00 $115.00 $165.00 $185.00 $233.00 $67.00 $75.00 $95.00 $110.00 $130.00 $97.00 $124.00 $155.00 $77.00 $115.00 $130.00 $196.00 $90.00 $114.00 $155.00 Reimbursable In -House Costs: Photo Copies (B&W 8.5"xl1") $ 0.15/Each Photo Copies (B&W 11"xl7") $ 0.40/Each Color Copies (up to 8.5"xl l ") $ 2.00/Each Color Copies (to 11 "x17") $ 3.00/Each Compact Discs $10/each Large format copies $0.40 S.F. Computer Usage: not to exceed $3.55/hour Mileage -Company Vehicle $0.80/mile Mileage-POV $0.55/mile* *current GSA POV mileage rate subject to change All other direct costs, such as production, special photography, postage, delivery services, overnight mail, printing and any other services performed by subcontractor will be billed at cost plus 15%. NOTE: Rates subject to change annually. 25B-197 Exhibit A -Sw 2014-2019.xlsx