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TETRA TECH, INC. (6)
INSURANCE ON FILE WORK MAY PROCEED UNTIL INSU NCE EXPIRES l0l0l -022. CLERK OF COUNCIL DATE: AGREEMENT WITH TETRA TECH TO PROVIDE 0: PW A (A. Ferns nde7.)(DZ) I FOR THE CITY OF SANTA ANA A-2022-070 DESIGN SERVICES THIS AGREEMENT is made and entered into on this 17th day of May, 2022 by and between Tetra Tech ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing cunder the Constitution and laws of the State of California ("City"). 'd' RECITALS Cka ¢ A. On November 10, 2021, the City issued Request for Proposal No. 21-127, by which it sought a am qualified consultant to provide engineering design services for the preparation of plans, specification, and cost estimate (P.S.& E.) for a new SA-2 MWD connection, 3,500 feet of transmission main with the possibility of adding approximately 2,900 feet of distribution water main. B. Consultant represents that Consultant is able and willing to provide such services to the City C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional consulting 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 Consultant shall perform during the term of this Agreement, the tasks and obligations including all labor, materials, tools, equipment, and incidental customary work required to fully and adequately complete the services described and set forth in the scope of work that was included in RFP No. 21-127, which is attached as Exhibit A and is incorporated in full, and as further described in Consultant's Proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City agrees to pay, and Consultant agrees to accept as total payment for its services for City, the rates and charges identified in Consultant's Fee Proposal, which is attached as Exhibit C and incorporated in full. The total amount to be expended under this Agreement shall not exceed Eight Hundred Thirty Thousand Dollars and Zero Cents ($830,000) during the term of this Agreement, including any extension periods exercised under Section 3. b. Payment by City shall be made within 45 days (forty-five) 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 which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above for a three (3) year term with the option for the City to grant up to a two (2)-year renewal, exercisable by a writing by the City Manager and the City Attorney, unless terminated earlier in accordance with Section 16, below. 4. PREVAILING WAGES Consultant 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. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant 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 Consultant 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 Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant 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 Consultant under this Agreement ("Documents & Data"). Consultant 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. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant 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. Page 2 of 10 7. INSURANCE Prior to undertaking performance of work under this Agreement, Consultant shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Minimum Scope and Limit of Insurance Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregatelimit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. 2. Automobile Liability: ISO Form Number CA 00 01 covering any auto (Code 1), or if Consultant has no owned autos, hired, (Code 8) and non - owned autos (Code 9), with a limit no less than $1,000,000 per accident for bodily injury and property damage. 3. Workers' Compensation: as required by the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. 4. Professional Liability (Errors and Omissions): insurance appropriate to the Consultant's profession, with limit no. less than $2,000,000 per occurrence or claim, $2,000,000 aggregate. 5. Broader Coverage: if the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. b. Other Insurance Provisions Additional Insured Status: The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connectionwith such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant's insurance (at least as broad as ISO Form CG 20 10 11 85 or if notavailable, through the addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 if a later edition is used). Page 3 of 10 2. Primary Coverage: For any claims related to this contract, the Consultant's insurance coverage shall be primary coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Consultant's insurance and shall not contribute with it. 3. Notice of Cancellation: Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to the City. 4. Waiver of Subrogation: Consultant hereby grants to City a waiver of any right to subrogation that any insurer of said Consultant may acquire against the City by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiverof subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. 5. Self -Insured Retentions: Self -insured retentions must be declared to and approved by the City. The City may require theConsultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or City. 6. Acceptability of Insurers: Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City. 7. Claims Made Policies (applicable only to professional liability): The Retroactive Date must be shown, and must be before the date of the contract or the beginning of contract work. ii. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. iii. If coverage is canceled or non -renewed, and not replaced with another claims -made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase "extended reporting" coverage fora minimum of five (5) years after completion of work. w Page 4 of 10 8. Verification of Coverage: Consultant shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage requiredby this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing allpolicy endorsements to City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 9. Subcontractors: Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City is an additional insured on insurance required from subcontractors. 10. Special Risks or Circumstances: City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. 8. INDEMNIFICATION Consultant 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 Consultant, its subcontractors, agents, employees, or other persons acting on its 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 Consultant 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 Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend and indemnify the City, its officers, agents, representatives, and employees Page 5 of 10 against any and all liability, including costs, for infringement of any United States' letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant 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 Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant 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. Consultant 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 Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant 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 Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is Page 6 of 10 an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant, 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 Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terns and conditions hereof, shall not bind or obligate Consultant 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 is not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant 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 consultants retained by City. 16. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant 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 Consultant to deliver to the City all work product(s) completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant 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. 17. 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. Page 7 of 10 18. 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. 19. PROFESSIONAL LICENSES Consultant 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. Consultant 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. 20. 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. The Agreement is the final and complete agreement and any prior or contemporaneous agreements for similar services between the parties is superseded by this Agreement. This clause shall not apply where the Parties are currently engaged and Consultant is providing services not contemplated by this Agreement. C. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. 21. 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: Cleric of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Page 8 of 10 A-2022-070 Fax: 714- 647-6956 With courtesy copies to: Nabil Saba Executive Director, Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, California 92702 Fax: 714- 647-5635 To Consultant: Tom Epperson Vice President Tetra Tech 17885 Von Karman, Suite 500 Irvine, CA 92614-5227 Fax:949-809-5010 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 time frames, weekends, federal, state, County or City holidays shall be excluded. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: CITY OF SANTA ANA Daisy Gomez Kristine Ridge Clerk of the Council City Manager [signatures continued on next page] Page 9 of 10 APPROVED AS TO FORM: SONIA R. CARVALHO City Attorney By: graftTon Salvatierra Deputy City Attorney RECOMMENDED FOR APPROVAL: Nabil Saba Executive Director Public Works Agency TETRA TECH: . Tom Epperson, PE Vice President Page 10 of 10 EXHIBIT A CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS Appendix ATTACHMENT 1: SCOPE OF WORK CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS 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 340,000 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 30 million gallons (MG) with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at five (5) sites, seven (7) Metropolitan Water District (MWD) connections, 21 groundwater wells, seven (7) pump stations, four (4) pressure regulating stations and utilizes two (2) pressure zones. The existing MWD SA-2 meter vault houses a 12-inch connection from the Metropolitan Water District's Orange County Feeder line (36-inch water main). The MWD SA-2 meter vault is currently located underneath the sidewalk on the south side of West 15t Street, roughly 60 feet east of Bristol Street. Once outside of the meter vault, the existing 12-inch pipeline, which is cast iron and constructed in 1943, carries high-pressure water (approximately 170 psi) to an existing Pressure Reducing Station (PRS) located near the southeast corner of the intersection of Flower Street and 1It Street. The water imported from MWD exits the PRS at a lower system pressure and is deposited into Walnut Reservoir and the distribution system. The existing connection normally operates around 8.0 cubic feet per second (cfs) and has a maximum capacity of 15.0 cfs. The City of Santa Ana is requesting proposals for the purpose of providing engineering design services for the preparation of plans, specification, and cost estimate (P.S.& E.) for a new SA-2 MWD connection, 3,500 feet of transmission main with the possibility of adding approximately 2,900 feet of distribution water main. The proposed pressure control station shall be located on a City owned parcel of land located at 116 South Flower Street or 202 South Flower Street. The new station shall contain both a pressure reducing valve and a hydro -turbine generator. Power generated by the hydro -turbine generator will need to be conveyed to the Walnut Pump Station Facility by a new proposed electrical conduit. Onsite battery storage will also be required with smart programming to switch from grid power to local power on demand. The high-pressure MWD conveyance pipeline will need to be replaced from the MWD SA-2 meter vault to the proposed location of the new SA-2 pressure control station. The City also desires to attain the highest Envision Rating possible with this project. A more detailed layout of the proposed location and work shown on the attached feasibility study in Attachment 4 of the Appendix. Page 1 of 11 CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS Description of Work: The selected firm/s shall provide the City with the following services as described herein. Task 1. Project Administration and Multi -Agency Coordination Kick -Off Meeting Upon receipt of a written Notice to Proceed from the City, the Consultant shall conduct a kickoff meeting with the City Public Works Agency staff to review the Scope of Services, develop an overall Project Schedule and confirm the deliverables. The Project schedule should include each task, milestones, critical path designation and a schedule for progress meetings. Multi -Agency Coordination SA-2 is a City of Santa Ana facility and therefore, it is important to coordinate all work with involved agencies to obtain their input and include them in all critical decision making. In addition, the Consultant will be required to coordinate their activities with third party agencies including, but not limited to, utility companies, Metropolitan Water District, Regional Water Quality Control Board, Orange County Water District, the City of Santa Ana Water Resources Division and adjacent property owners. Southern California Edison (SCE) will also be a key player in this endeavor. For the purposes of this RFP, assume up to eight (8) meetings. The Consultant shall be responsible for organization of all meetings including preparation of agendas, meeting minutes and distribution of all documentation to all attending parties or as required. Coordination with MWD and SCE is vital for the success of this project. The selected consultant shall act as the City's agent and diligently pursue the City's goals in a timely fashion. Any unanticipated requests from MWD and SCE shall be evaluated for how they affect the City's project, schedule and budget. Task 2. As Built and Utility Research Consultant shall conduct As -Built and utility research within the Project area. Consultant shall be responsible for researching all applicable agencies and utility company records. Consultant shall be responsible for preparing a complete list of all underground and overhead utilities in the Project area. Consultant shall work with all underground and overhead utilities in obtaining these companies' near term (next 5 years) improvement information and schedule. Upon completion of all required research of underground and overhead lines, the consultant shall provide a comprehensive utility and linemap including any planned near term improvements. Consultant shall prepare a complete list of all As-Built/Record Drawings found, what agency they were found in and this information shall be referenced in the Basis of Design and final Plans and Specifications. A topographic and design survey shall be included under this task. A boundary survey for the City selected site shall also be included. Page 2 of I I CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS The Consultant shall be responsible for developing a potholing location plan and when approved by the City's Project Manager, will be responsible for managing the required potholing. The City anticipates use of the City's Contractor for subsurface exploration for the pothole requests. The Consultant shall be responsible for scheduling all potholing with the City's Contractor a minimum of two (2) weeks in advance of when any potholing will be conducted. The Consultant shall submit all traffic control plans related to potholing activities to City staff for review. The Consultant shall log all potholing information and is responsible for including this information in the Basis of Design and on the Final Design Plans. For the purposes of this RFP, the Consultant shall assume a maximum of twenty (20) potholes will be required. The Consultant will be required to obtain permits and pay all applicable fees for all potholing. Backfill and paving will be as required by the Permitting section of the Public Works Agency. The pavement section shall match the existing pavement thickness at a minimum. The Consultant shall research all available records at the City, to verify the existing right-of-way for the project area and confirm ownership of the right-of- way. The Consultant shall review the available information and will inform the City of any issues of concern regarding potential problems having to do with prior rights, license agreements, encumbrances, etc. Task 3. Geotechnical Recommendations The Consultant shall be responsible for conducting necessary geotechnical testing to determine the existing pavement and base thickness, sub -grade soil type and evaluation of the street structural section's condition. The Consultant shall perform field and laboratory testing as necessary to recommend pipe bedding requirements, vault house foundation requirements, excavation and shoring requirements, retaining walls as required and a new pavement structural section throughout the Project limits. The Consultant shall perform foundation design analysis, provide earthwork/structural recommendations, pipe bedding requirements, and pavement reconstruction details for the construction of the Project. The Consultant shall also perform a corrosion analysis to assist in pipeline material selection. This information will be included in the Basis of Design, on the Final Design Plans and in the Final Specifications. The Consultant shall be responsible for preparing traffic control plans for all geotechnical field work and will be responsible for notifying the Project Manager two (2) weeks in advance of any geotechnical field work being conducted. The Consultant shall submit all traffic control plans to City staff for review. The Consultant/Contractor will be required to obtain permits and pay all applicable fees for all geotechnical potholing. Backfill and paving will be as required by the Permitting section of the Public Works Agency. The pavement section shall match the existing pavement section at a minimum. Page 3 of 1 l CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS Task 4. Civil Operational Project Design Standard and Criteria The Consultant shall work with City staff to determine the applicable design standards and criteria in addition to those defined by the feasibility study. The Consultant shall consider other possible agency design criteria and/or standards as necessary. A maximum of eight (8) three (3) hour workshop sessions shall be conducted with the Project Manager, City Operations staff and the Consultant design team. The Consultant shall be responsible for organizing the meeting including obtaining background information for discussion, preparing the agenda, compiling meeting minutes and action items, as well as distributing the minutes as required. Elements to be discussed shall include, but not be limited to, operational parameters, ideal control conditions, and operator experience. Task 5. Basis of Design Upon completion of Tasks 2 through 4 above, the Consultant shall prepare a Basis of Design Report including elements and findings from all of the Tasks. The Basis of Design Report shall summarize all of the alternatives and outline the agreed upon alternative including reasons why the alternative was chosen. The Basis of Design includes 30% drawings of the chosen alternative including all proposed improvements. The Basis of Design Report shall be stamped and signed by a California Registered Civil Engineer. Prior to completion of the final Basis of Design Report, the Consultant shall prepare and submit for review a draft Basis of Design Report to City staff. The Basis of Design will include, but not be limited to, such issues as: 1. An overall evaluation of the existing SA-2 station based on current design standards. Identify new SA-2 station improvements needed to improve operations, reliability and safety. 2. Make recommendations for SA-2 improvements for the building or service vault as well as related piping. Propose possible building architectural features that can be incorporated into the local neighborhood surroundings and provide concept drawings of the new building. 3. Provide 3D renderings of the proposed building or service vault with key dimensions identified to City staff to assist in evaluations of the station's operation, maintainability and reparability. 3. The City desires to store energy from the hydro -turbine as well as any solar paneling and use it directly to power the Walnut Pump Station. Provide alternative strategies to achieve this goal and the feasibility of using the Page 4 of I 1 CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS electric generation in this manner. Provide locations for possible battery storage units as well as size and footprint for said units. 4. Prepare preliminary electrical and control system design plans for hydro - turbine generator and related appurtenances. The Consultant shall also evaluate the existing standard operating procedures for the existing pressure reducing station, make recommendations to modify how the station operates at a control system level and SCADA level, and provide preliminary control panel designs in accordance with the City's panel build guidelines and the description below. This shall also include an electrical operational plan and control scheme. CONTROL SYSTEM DESIGN The Consultant shall, be required to provide full control panel designs for the hydrogenerator, control valve operations and site operations. Control panel designs shall contain fully engineered diagrams that specify all equipment, backpanels, terminal blocks, special components and related items. Also included in the design shall be all control wiring diagrams, specific 1/0, panel elevations, item and quantity lists with specific part numbers. Control system design programmers allowed are as follows: Enterprise Automation 210 Goddard Irvine, CA 92618 Scott Pickford — Owner 949-769-6000 KDC Systems 4462 Corporate Center Drive Los Alamitos, CA 90720 Lukasz Niedojadlo — Project Manager 714-236-2209 Industrial Control Systems Online P.O. Box 381 Ripon, CA 95366 Steve Scrosati — CEO 209-599-9775 ADDITIONAL RELATED DUTIES THAT MAY BE ASSIGNED: A. The Consultant will be required to design and develop tagging standards. Tagging should include information both on physical devices, instruments, equipment, PLCs, control cabinets, as well as tagging within the historian and data warehouse. Page 5 of I I CITY OF SANTA ANA REP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS B. The Consultant will be required to create dashboard concept designs and standards. This will include elements that should be provided on an HMI dashboard. The intent is to provide information to benefit operations and provide operator controls as dictated by the City. C. The Consultant will be required to create, establish and/or maintain PLC programming standards as it relates to operation of the station. Under this duty, the Consultant shall develop application programming templates, subroutines, function blocks and data structures to minimize the level of custom programming required to operable assets to any sites such as pump stations. Standardized templates and modules shall serve as starting points for future programming efforts. D. The Consultant shall provide an estimate and list for all hardware necessary and proceed, upon City approval, to purchase said hardware, install as necessary and reprogram. E. The Consultant shall modify the functional specifications for the site and include the following: a. Narrative overview of the function and operation of the Site; b. Identification of all components of the Site (i.e., equipment, instrumentation, etc.); c. Narrative description of the functionality of each component of the Site (e.g., tanks, valves, meters, sensors/transmitters, etc.); d. Description of the process control strategy for the Site; e. Narrative description of all operational modes for the Site; f. Narrative description of each process control strategy; g. Identification of the specific 1/0, setpoints, commands and communications associated with each strategy; h. Detailed description of the control logic for each component/strategy, including permissives, interlocks, PID controls, etc.; i. Description of the SCADA interfaces; j. Narrative and detailed description of the system alarms and other notification functionality. F. The Consultant shall develop comprehensive Factory Acceptance Test (FAT) and Site Acceptance Test (SAT) protocols and criteria for the new control panels and related components. 5. Make recommendations for communications between SA-2 and Walnut Pump Station. Propose alternatives for communications in addition to radio communications. Identify all requirements for the options including maintenance and operation related constraints. The City uses an MDS iNET-II radio network for SCADA communications. In the near future, the City may alter the telecommunications scheme. In the event that another radio telemetry network is established, the Consultant shall assist with that work as it pertains to this project. The City may request design assistance for a new radio network and technology options, if deemed in the best interests of the City. Fiber interconnects remain an option. Page 6 of 11 CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS 6. Identify all hydraulic conditions to use in conjunction with the City Hydraulic Model to ensure satisfactory operations under normal operating conditions if required. In the event that the pipe discharge line to Walnut Reservoir is used to increase system headloss, material fatigue shall be considered a factor when selecting the pipe line material. It is anticipated that MWD will require a transient analysis of the new pressure control station. The Consultant shall work with MWD to define the analysis criteria, assist the City is coordination with MWD and provide a report that meets MWD's satisfaction. 8. Prepare preliminary horizontal alignment of water transmission and distribution main upgrades including all utility relocations. Prepare preliminary transmission main pipe bypass drawings showing a bypass into Walnut Reservoir. 9. Prepare site improvements, preliminary horizontal alignment and profile of the lot that will be altered due to the construction and by adding a new security wall at the property. 10. Preparation of a preliminary estimate of probable cost. 11. Preparation of preliminary staging for construction including a traffic management plan and traffic control plans. 12. Outline the preparation and submittal process of all required permits associated with getting the project approved and ready for construction. This includes estimated time frames for processing said permits. 13. Prepare a Water Quality Management Plan (WQMP). 13. Prepare required documents and assist in Environmental approvals. In the event that an Environmental Impact Report (EIR) is deemed necessary, the Consultant shall prepare all necessary documentation as required by CEQA. The Consultant shall include an initial study and mitigated negative declaration in their proposal fee. A fee for an EIR shall be an optional item in the event that an EIR is required. Upon receiving comments from the Project Manager, the Consultant shall incorporate all appropriate and agreed upon comments and submit the final Basis of Design Report. The final submittal of the Basis of Design Report shall include five (5) hard copies and one bound accordingly and one (1) electronic copy and shall be delivered to the Project Manager. Task 6. 60% Construction Document (PS&E) Submittal Page 7 of 11 CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS The Consultant shall prepare 60% design plans, specifications and estimate of probable costs (PS&E's) in accordance with the approved criteria as outlined in the Final Basis of Design as prepared in Task 5 above. The 60% PS&E's shall be prepared using current City Standards, other agency standards where applicable, and good engineering practice. The 60% PS&E's shall be submitted to the City for review. Other agencies' review may be required if noted in the Final Basis of Design Report. One (1) hard copies of full size (36x24) plan sets, and one (1) electronic pdf copy of the 50% PS&E's to the Project Manager. All electronic CAD files must be in the MicroStation v8i format or compatible. The 60% PS&E submittal should include plans of all disciplines for the proposed storm drain improvements and for the pump station capacity improvements including all civil, mechanical, electrical, geotechnical, structural, and any other design required, overall outline of the specifications with some detail included and an engineer's estimate of probable costs with preliminary quantities and unit costs. The 60% PS&E submittal shall also include 60% drawings and specifications related to system integration for the City SCADA network. Task 7. 90% Construction Document (PS&E) Submittal Utilizing comments received from the various reviewers, the Consultant shall prepare the 100% PS&E's in accordance with the approved Basis of Design Report as prepared in Task 5. The Consultant shall be required to compile in a matrix format all 60% comments received and responses made by the Consultant for review by the Project Manager. A column in the matrix will outline any action taken by the Consultant in resolving the comment. This spreadsheet will be submitted to all reviewers as part of the 90% PS&E submittal. If needed, the Consultant shall schedule review meetings with key reviewers to clarify any comments and resolve any conflicting comments. All comments from the 60% review must be addressed and incorporated into the 100% PS&E's as stated in the response matrix. The 90% PS&E submittal shall include a complete set of improvement plans including all disciplines and all detail sheets. The 90% Specifications/Bid Documents shall be a complete package with all bid items included. The 90% engineer's estimate of probable costs shall be complete including updated quantities, unit prices, and carried totals for each bid item and a grand total for the Project. One (1) hard copy of full size (36x24) plan sets, one (1) electronic pdf copy of the 90% PS&E's shall be delivered to the Project Manager. Task 8. Final Construction Document (PS&E) Submittal After receiving any comments on the 100% submittal from the various reviewers, the Consultant shall prepare Final PS&E's ready for bidding. The Consultant shall be required to compile in a matrix format all 100% comments received and responses by the Consultant for review by the Project Manager. A Page 8 of 11 CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS column in the matrix will outline any action taken by the Consultant in resolving the comment. This spreadsheet will be submitted to all reviewers prior to and as part of the Final PS&E submittal. If needed, the Consultant shall schedule review meetings with key reviewers to clarify any comments and resolve any conflicting comments. All comments from the 100% review will be addressed and where required will be incorporated into the Final PS&E's. The Final PS&E submittal shall include a complete set of improvement plans including all disciplines, all detail sheets and shall be signed by a registered engineer in the State of California for each discipline. The Final Specifications/Bid Documents submittal shall be a complete package with all sections of the standard City bid documents included and will have listed all bid items in the standard form. The Final Engineer's estimate of Probable Costs shall be complete including final quantities, unit prices, carried totals for each bid item, a grand total for the Project. One (1) hard copies of full size (36x24) plan sets, Two (2) hard copies of half size (11 x17) plan sets, one (1) electronic copy of the final PS&E's shall be delivered to the Project Manager. The Consultant shall be responsible for addressing any final comments to the plans, specifications and engineer's estimate of probable costs based on input from the Project Manager prior to going to bid. Task 9. Bidding & Construction Phase Services Throughout the bidding and construction process, the Consultant shall be required to assist the Project Manager in the following items: a. Assist in responding to questions raised during the bidding process including preparation of any addenda. b. Attend the pre -construction meeting and construction kick-off meeting. C. Respond in writing to any contractor's questions (RFI's) during construction. Assume a total of twenty-five (25) RFI's for purposes of this proposal. Assume that ten (10) will require design sketches or exhibits. d. Attend site visits to clarify design issues in the field as required by City staff. Assume a total of twenty (20) hours for site visits and construction meetings. e. Collect and compile all equipment and product information provided by the Contractor and incorporate into an Operations and Maintenance manual. The manual will include the specifications, maintenance recommendations and warranty information. Page 9 of 11 CITY OF SANTA ANA RFP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS Evaluate and respond to the Contractor's requests for change orders. Assume a maximum of ten (10) requests that will need attention. Factory and Site Acceptance Testing of all control equipment. The Consultant shall act as the City's agent during all acceptance testing. The Consultant shall document and identify all functional and performance discrepancies and coordinate corrective actions to resolve identified discrepancies prior to City acceptance. Review shop drawings, samples, equipment specifications and other submittals. Assume sixty (60) submittal reviews for purposes of this proposal. The Consultant will review RFI's and shop drawings during construction when forwarded by the City's Construction Project Manager. Consultant may be required to visit the construction site to resolve construction issues. Task 10. As -Built Preparation Upon receipt and acceptance of the field As -Built construction drawings from the Project Manager, the Consultant shall prepare final As -Built drawings incorporating any changes that occurred during the construction. Field changes shall include all civil, electrical, controls and mechanical disciplines. The Consultant shall submit one (1) full size (36x24) hard copy of the As -Built drawings to the Project Manager along with one (1) electronic copy in MicroStation format. The final As -Built drawings and RFI log shall be stamped and signed by a Registered Civil Engineer in the State of California. Task 11. Commissioning Bid Item Assist the City with start-up of the facility upon commissioning of the well into operation. Assume a total of eighty (80) hours for the purposes of this proposal The Consultant will be tasked with reviewing, enhancing and providing approval recommendations for test protocols and other control system submittals associated with the planned Site improvements to ensure that the panel manufacturer and the City's integrators deliverables and tasks are being executed in compliance with the accepted specifications. Task 12. Operations and Maintenance Manual After construction has been completed and the site has been commissioned, the Consultant shall finalize an operational site manual that fully defines how the site functions. Care shall be taken to address the blending strategies and parameters for SA-2 to remain in operation. In addition, all Operator duties shall be defined and procedures for field checking common errors shall be Page 10 of 11 CITY OF SANTA ANA REP NO.: 21-127 SA-2 PRESSURE CONTROL STATION RELOCATION AND TRANSMISSION MAIN IMPROVEMENTS established. The intent of this site manual is to define standard operating procedures for field operations. Additional Work The Consultant is encouraged in its proposal to identify any additional work that is not specified in this Scope of Work that would be, in its opinion necessary or of benefit to complete the Project as defined herein. If identified, this Additional Work must be included and separated out in the Consultant's Proposal and Fee Schedule. Consultant Responsibilities: The consultant shall be available to provide all the services stated and detailed hereon. City Responsibilities: The City will provide information in its possession relevant to the preparation of the required information in the RFP. The City will provide only the staff assistance and the documentation specifically in referred to herein. • Location Map • Existing SA-2 As -Built Plans • Water Main Records Drawings for existing piping for SA-2 • Existing Panel Drawings and Control System Standards. • Functional Specifications will be disclosed to the selected consultant. • SA-2 Edison Demand • Feasibility Study (SA-2) Fee Proposal: In addition to Section IV.B.3 (Submittal Requirements: Fee Proposal) fee schedule shall be structured as follows: Page I I of I EXHIBIT B (* TETRA TECH May 24, 2022 Robert Aguirre, PE Project Manager City of Santa Ana, Public Works Agency 220 S. Daisy Ave., M-85 Santa Ana, CA 92703 Reference: Hourly Rate Schedule for On -Call Water Resources Eng:lineerinig Services, RFP No. 22-002 Dear Mr. Aguirre, Tetra Tech is pleased to submit our Hourly Rate Schedule to the City of Santa Ana for the On -Call Water Resources Engineering Services contract. Per the Request for Proposal requirements, Hourly Rate Schedules for our Subconsultants have also been included. Should you require additional information or have any questions, please feel free to contact me at 949/809-5156 or via email at tom.epperson@tetratech.com. We sincerely appreciate this opportunity to submit our proposal and look forward to working with you, Res ctfully, Tom Epp e/son, PE Vice President TLE/NG/de Attachments M:WarkeUng\Proposars\FY 20221Santa Ana-CA_On-Call Water Resources L Tel Fax tetratech.corn TETRA TECH 2022 HOURLY CHARGE RATE AND EXPENSE REIMBURSEMENT SCHEDULE Project Management Construction Project Manager 1 $220.00 Construction Project Rep 1 $80.00 Project Manager 2 $270.00 Construction Project Rep 2 $90.00 Sr Project Manager $305.00 Sr Constr Project Rep 1 $105.00 Program Manager $340,00 Sr Constr Project Rep 2 $120.00 Principal in Charge $340,00 Construction Manager 1 $170,00 Construction Manager 2 $190,00 Engineers Construction Director $235.00 Engineering Technician $37,00 Engineer 1 $100,00 General & Administrative Engineer 2 $115.00 Project Assistant 1 $67.00 Engineer 3 $130.00 Project Assistant 2 $75.00 Project Engineer 1 $150,00 Project Administrator $95.00 Project Coordinator $165.00 Sr Project Administrator $125.00 Project Engineer 2 $170,00 Sr Graphic Artist $130.00 Sr Engineer 1 $175,00 Technical Writer 1 $97.00 Sr Engineer 2 $185-00 Technical Writer 2 $124.00 Sr Engineer 3 $210.00 Sr Technical Writer $155.00 Principal Engineer $320.00 Planners Information Technology Planner 1 $95.00 Systems Analyst / Programmer 1 $77,00 Planner 2 $115.00 Systems Analyst / Programmer 2 $115-00 Sr Planner 1 $135.00 Sr Sys Analyst / Programmer 1 $130.00 Sr Planner 2 $150.00 Sr Systems Analyst / Programmer 2 $196,00 Sr Planner 3 $195.00 Project Accounting Designers & Technicians Project Analyst 1 $90.00 CAD Technician 1 $6500 Project Analyst 2 $114.00 CAD Technician 2 $75,00 Sr Project Analyst $155.00 CAD Technician 3 $90.00 CAD Designer $105.00 Reimbursable In -House Costs: Sr CAD Designer 1 $125.00 Photo Copies (B&W 8.5"x11 $ 0.15/Each Sr CAD Designer 2 $150.00 Photo Copies (B&W 11 "xl 7") $ 0.40/Each CAD Director $155,00 Color Copies (up to 8.5"x11 $ 2.00/Each Survey Tech 1 $50,00 Color Copies (to 11 "x 17") $ 3.00/Each Compact Discs $1 O/each Health & Safety Large format copies $0.40 S.F. H&S Administrator $95.00 Sr H&S Administrator $115,00 Mileage -Company Vehicle $0.80/mile H&S Manager $145,00 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 subconsultant will be billed at cost. NOTE: Rates subject to change annually. Exhibit A - 2022-C'OSA MM wilinients.x1sx RICHARD Co SLADE & ASSOCIATES LLC CONSULTING GROUNDWATER GEOLOGISTS SCHEDULE OF CHARGES January 2022 Professional Services Hourly Rates President $300.00 Principal $256.00 Senior Groundwater Geologist $220.00 Staff Groundwater Geologist $190.00 Field Groundwater Geologist $12&00 Clerical $ 98.00 Field Equipment Charges Pressure Transducers (water level & barometric $ 50.00/wk. pressure monitoring during pumping tests) Electric Tape Water Level Probe $ 25.00/day Field Water Quality Probe (T, pH, EC) $ 50.00/day Litigation, Depositions and Testimony Depositions and trial testimony are charged at twice the hourly rate (4-hour minimum/day). Travel Time and Mileage Travel time for meetings and/or to job sites will be charged at our standard hourly rates. Mileage is charged at the current IRS rate. Administrative Fee In-house costs for phone, e-mail, fax, regular postage, printing, copying, binding, and records retention, unless otherwise provided for in our project proposal Scope of Services, will be charged an Administrative Fee of total project labor charges multiplied by 2.5%, Outside Services Any services and materials not ordinarily furnished by RCS, including subcontracted services (i.e., water quality laboratory testing), delivery services, reproduction and printing, etc., are billed at cost + 15%. Reproduction costs for large format printing, and/or high volume reproduction and binding of hard copy reports performed in-house by RCS staff, will be billed at rates similar to comparable outside services. Conditions RCS reserves the right to update this Schedule of Charges on January 1 of each year (the beginning of our Fiscal Year). Invoices are issued at our option on a monthly basis or when the work is completed. A service charge of 1 %% will be payable on any amount not paid within 30 days. Any attorney fees or other costs incurred in collecting delinquent charges shall be paid by the client. Client will furnish rights -of -way to land as required for field visits and field operations, such as sampling or testing of water wells, 14051 BURBANK BLVD., SUITE 300, SHFRMAN OAKS, CALIFORNIA 91401 SOUTHERN CALIFORNI (818) 506.0418 • NORTHERN CALIFORNIA (707) 963-3914 WWW.RCSLADL•.COM �w LABOR RATES CLACLASSIFICATION$1HR CLASSIFICATION IHR Technician I ............................... ........ - .............. ......... ........ ........94 Project Administrator/Word Processor/Dispatcher .,,,....... ....... ............. ___ ,..85 Technician ICI / Special Inspector ....,,..................... ......... ........ 104 Information Specialist ..... ............... ........ ............ ..... ..125 Senior Technician / Senior Special Inspector ....... .. .................... .........122 GAD Operator......,. ......... ..,.,..,............. ........ .......... ...... ...145 Prevailing VVage (field soils I materials tester) * ... ....................... .........158 GIS Specialist.................................................... ............. - _....... ....145 Prevailing Wage (Special Inspector) *................. .. ....... ..................162 GISAnalyst ........, ........ ..... ........ ................. 170 Prevailing Wage (On site Source Inspector, IVDT and soil remediation Staff Engineer/ Geologist I Scientist . ...... ................ ......... ......... .....158 O&M)* ................ . 1 ................... ........ ..... 166 Senior Staff Engineer / Geologist / Scientist I ASMR .... ,......... ............... .173 System Operafaon & Maintenance (O&M) Specialist ......... ........154 Operations / Laboratory Manager...... ................ ................. . ...190 Non Destructive Testing (NDT). .......... .......................................... ...162 Project Engineer / Geologist / Scientist ..................... ..... ......... ... .............. 199 p. Deputy Inspector .......................................................................... -122 Senior Project Engineer / Geologist / Scientist / SMR......... .................... .....219 Field 1 Laboratory Supervisor ............................ ...... _-154 Associate. .....................,................................................245 Source Inspector ........... .................................. ..... . ............................ 140 Principal...................................... ....270 City of Los Angeles Deputy Building (including Grading) Inspector ...........165 Senior Principal ...... ......... .....-... .......... .................. ................ 325 See Prevailing Wages in Terms and Conditions GEOTECHNICAL LABORATORY TESTING METHOD $/TEST CLASSIFICATION & INDEX PROPERTIES Photograph of sample ........................... ...... ................... ..... 10 Moisture content (ASTM D2216)............................. _ ...... .......................20 Moisture & density (ASTM D2937) ring samples...................... .................. -.... .30 Moisture & density (ASTM D2937) Shelby tube or cutting ..,.. ..................40 Atterberg limits 3 points (ASTM D4318):..... . ................. ......................... 150 - Single point, non -plastic..,.... ...... ... .........,.. _. 85 - Atterberg limits (organic ASTM D2487 I D4318) .............. .. .. ....... .........180 - Visual classification as non -plastic (ASTM D2488).......... .- .....................10 Particle size: . - Sieve only 1'/� finch to #200 (AASHTCbT27/ASTMC136fASTM D6913/CTM202)...135 - Large sieve 6 inch to #200(AASHTO T27JASTMC136/ASTMD6913/CTM202)... 175 - Hydrometer only (ASTM D7928) ......... 110 - Sieve + hydrometer `3 inch sieve, (ASTM 7928)......... .................. 185 Percent passing #200 sieve, wash only (ASTM D1140).............. .........70 Specific gravity and absorption of fine aggregate (AASHTO T841ASTM C128/ASTM D8541CTM 207).............. .. . ................... .130 Specific gravity and absorption of coarse aggregate (AASHTO T851ASTM C1271CTM 206) ......... .......... .... 100 - Total porosity - on Shelby tube sample (calculated) ..... . ..............-..165 - Total porosity - on other sample (calculated) .............. ......... 155 Shrinkage limits wax method (ASTM D4943) ........... I ....... .... ....1.., .........126 Pinhole dispersion (ASTM 04647)................................. ................. 210 Dispersive characteristics (double hydrometerASTMD4221)......................... 90 As -received moisture & density (chunk/carved samples).... ................... 60 Sand Equivalent (AASHTOT176lASTM D2419/CTM 217) .......... .......... .......105 SHEAR STRENGTH Pocket penetrometer ...... „ ..... ....... Direct Shear (ASTM D3080, rnod„ 3 points): 15 a Consolidated undrained - 0.05 inch/min (CU) ............. ....................... 285 Consolidated drained - <0.05 inchlmin (CD) ........ ..____ .... .............. , 345 Residual shear EM 11'10-2-1906-IXA (price per each add4ional pass after shear),...50 Remolding or hand trimming of specimens (3 paints) ........ ................. 90 Oriented or block hand trimming (per hour).,........ 65 ° Single point shear ............... .... ..................... .... ... 105 Torsional shear (ASTM D6467 (ASTM D7608) . ................... .... ...... 820 METHOD $/TEST COMPACTION & PAVEMENT SUBGRADE TESTS Standard Proctor compaction, 4 points (ASTM D698) 4 inch diameter mold (Methods A & B)................................... ............ 160 6 inch diameter mold (Method C)... .......... ................ ............................. 215 Modified Proctor compaction 4 points (ASTM D1557); 4 inch diameter mold Methods A & B_ ... _ ................. .............. ......... 220 - 6 inch diameter mold Method C...... .. .... .... .. 245 Check point (per point) ......................... ... ............................... „65 Relative compaction of untreated/treated soils/aggregates (CTM 216) ..,.......250 Relative density 0.1 ft mold (ASTM D4253„ D4254).............. ...... ...............235 California Bearing Ratio (ASTM D1883) 3 point....................-...,................................. ,...... .... ......... - 1 point............ - .- .......... I ... .......... .......... ... .......... ..... ..... ....185 R-Value untreated soils/aggregates (AASHTO T19WASTM D2844/CTM 301)......310 R-Value lime or cement treated soil slaggregates (AASHTO T1901ASTM D2844/CTv1301) . ....... .... .. ................ . . ......... .........................340 SOIL CHEMISTRY & CCRROSIVITY pH Method A (ASTM D4972 or CTM 643) .............. ........... ...45 Electrical resistivity - single point - as received moisture....... ....45 Minimum resistivity 3 moisture content points (ASTM G1871CTM 643) ............90 pH + minimum resistivity (CTM 643)........... .....- ........ ........... ,.............. ,,.,... ,...130 Sulfate content - grav'imetric (CTM 417 B Part 2) ___ .......... . . ............. - .... 70 Sulfate content - by ion chromatograph (CTM 417 Part 2) ......,.- ................80 Sulfate screen (Hach@) ....... .......... ............. ........ ...30 Chloride content (AASHTO T291/CTM 422) ......... .......... ............................70 Chloride content — by ion chromatograph (AASHTO T291/CTM 422).................80 Corrosion suite: minimum resistivity, sulfate, chloride,, pH (CTM 643)...........,265 Organic matter content (ASTM D2974)... ...... ... ........ ...................... ..65 CONSOLIDATION & EXPANSION/SWELL TESTS Consolidation (ASTM D2435): ................................. ........ ... I ..... ...195 Each additional time curve ........- ............................45 Each additional load/unload w/o time reading ...... ................. ................... ..40 Expansion Index (ASTM D4829)........, ........... .................. ............... ...130 Single load swell/collapse - Method B (ASTM D4546-B, seat load & inundate, only) .... 105 Swell collapse Method A up to 10 loadlunloads w/o time curves (ASTM D4546-A) .............. ........ ........,, -................. .................... .290 t'€ "",0 �*'_ ki`!WVV IeigirtC)hl+r,Il`(Sfal r 4 UI"fI I of 4 - - Leighton �T E SC�E DU�E �� .�METHOD WEST 0 jI Unconfined uo"/p/rss/m/mueuVu/v"um/xw/vemm/(wm`mmvymmmplot, AGTIAC2166)............. ...... --.......... -........ -........ .............................. -...... --135 $UnoonsoU atedundronedtriaxial compression test uncohesive soils �� NU.ASTMD2�ODGACEQ��p*mm�n �*�)---.------.---'170 �� consolidated undramedtriaxial compression test for cohesive soils, (CV,ASTMQ4767.USACER-bartest) with back pressure saturation &pore wa�rp�oaummeaouemmm1(pmnoo confining 375 . ---..-.-------� Consolidated drained trimxial compression test (CD,USACE S)`mith volume change measurement. Price per soil type below EM1110-2-198G()0� Sand nrsi|�sand soils (per oonhningm�*m� '-------'_----'� 373 Sii\nrclayey sand soils (per confining stress) .................... ................... 500 Clay soils (per confining stress) ........... .......................... --..... ... -'7U5 - Three-stagetrioxial (sand o/silty sand soho)------__-----�655 Three-stagekiaxial (silt or clayey sand soils) ................. ................... '875 Three-stagetriaxial (clay eoUs)-...... ___ ........................ ....... ......... ,235 Pam" i�m������ � METHOD �TEST HYDRAULIC CONDUCTIVITY TESTS Thmx�penneab dymAmx�e+v Upannmumv�rwK boc pev om ���n��mm��e��s (EPA 9IV�AST�D5WM.�Uinyh�dmm�dC)�------_---------310 Eacheddh�n�o�chveob�x -------------_--------'120 Hand �mminUnfm�nomp�okxhnhzon�|K---------------.6U Rmmo�ngm[��upoc�eoo----_-------------------.65 PonneubUh ufgomm|arau��8T�D2�4)-----_----------'135 ��umodonyNep�ama�n�AST�D5�G------_----------4O0 Mo����wnn�ouoebxw��ommnn m�uom�SrwDs��--_----'�0 We�d�du�bN�ofm��cmmen m��mm�STmoo�)`---------1�O5 Comp�aa�enheng�ofmo�edmo�oeme�c�mde @8Twmo�)`-- ___ 60 Soil -cement remolded specimen (for shearstrength, consolidation, etc ) I ............ 235 ^Cump��n�GTMD5�mmdmumd�n�)a�uN�mbepm1mme -mxindu�d in above price '�~~~`r`--------------'-'----------- �CONSTRUCTION MATERIALS LABORATORY TESTING �METHOD $/TEST CONCRETE Concrete cylinders compression (A8TWC39}(G"x12"and 4''x8^) -----� 35 ~~ Compression, concrete nrmasonry cores (testing only) 56inch (AGTwC42)--4O Trimming concrete cores (per core) .......... ....... -... ............ -................. _28 n AVTWC7�CTN5�)_'8S Flexural strength o(concrete (sImpleheam3rd��o�". ~� Flexural strength of concrete (simple beam -center pt. IoAng, ASTM C293ICTM 523).- 85 Non shrink grout cubes (2inch, AGTWC1DTC11U0......... __...................... ...... 35 Drying shrinkage - four readings, upb/88days, 3bars (A3TMC157)........... 4OO Length cdconcrete coe$(CTM 531) ... --.............. --............. ---......... 40 HOT HMA)�����`�.������v�^` `~ Resistance ndcompacted HMAtomoisture-induced damage (AAOHT0T283)CTM371>........................ -....... -.......... ------... 2.100 Hamburg Wheel, 4briquettes Vnodified (AxS*TOT324) ................. ........... 908 Suparpavmgyratory compaction @ASHTOT312JA5TM092#....................... -350 ~"Extraction byignition oven, percent asphalt VAASHTOT3D8/ASTMD83U7/CTM382)....... -...... .......... -----........... 15O Ignition over correction/correlation values (AaSMT0T308/ASTMDG30DCTW382)........ ...................... -............. --1.35O Extraction by centrifuge, percent asphalt (ASTND2172)...... --..... .---'150 ���ion��(��da��gs�(�8R����M�4��M20� ---- Stebhmete[S4a|uw(A8TMn1560/CTM366)----.... _-....................... 136 265 0 Bituminous mixture preparation (AA8HT0R30/CTM304>---........... --... 8U Moisture content of HMA(AAGHTOT32B(AGTMD00371CTM370) ........... --- .... GO Bulk specific gravity *fcompacted HMA.molded specimen mcores, uncoated (AAGHTUTlG6mOTMD2726�CTW308)_-_................. ___ ............ 50 - Bulk specific gravity ofcompacted HMA molded specimen mcores, paraffin -coated (4ASHT0T275/ASTMD11$*CTM 308) ..... --...... --.... ..... �56 0aximumdennh Hvoom(C70308)......... ...... ..... ........ ... -.......... 20O — Theoretical maximum density and specific gravity ofHMA(A4S*ToT201n AGTMD2U41/CTM 309}... ........ ......... ...... --...... ... ___ ............ .......... ... 138 Thickness or height of compacted bituminous paving mixture specimens ~~ (ASTMD3S4S)................... -................ --.................. .... ---........... A0 Vvet track abrasion nfslurry seal (A3TMD39iq.............. --......... ... -- ... 15O Rubberized asphalt mo to above rates)-..................... --_-................ +25% BRICK Compression - cost for each, 6required (ASTMC67)............ -....... ..... --5O METHOD $/TEST AGGREGATE PROPERTIES Bulk density and voids inaggregates (AA3HTOT1WGTMCx9CTm212).......... S0 Organic impurities infine aggregate sand (AA8HTO321/A8TMC40CTNA213)-.60 LARattler-smaller coarse aggregate «15'OAAs*ToTWA8TwC1311CTm211)... 200 LARattler-larger coarse aggregate 1-3^pmyxT079mAoTmCo35/Crm211>.... 150 Apparent specific gravity nffine aggregate (AASxr0TKASTwC1zmcrm208)... 130 Specific gravity and absorption ofcoarse aggregate (ASnNC1z7)CTwznG) 44retained ........ '............... -..... ......... ............ ........ .... ................. 18D Clay lumps, friable particles (xxGxT0T11zmoTmc142)........ ............ ........ 175 Durability Index (AA3HTOT210AGTMD3744QTM 229)-... .... ----.............. 2OO Moisture content of aggregates by oven drying (AA8HT0T05A8TIMChO6/tTM228)--------_........................ -... -+o Uncompmntedvoid content offine aggregate (&ASHTOT3041ASTMC12521CTM 23N)................... -............... --............. 130 Percent Vfcrushed particles �AASHT0T035/A8TMD5021K7M 205 ------135 Flat & elongated particles incoarse aggregate (A8TMDw81)'CTwz35).......... 75 Cleanness value of coarse aggregate (CTm227).............. -.... -................ 10 Soundness, magnesium �AAGHTOT1O41ASTMC88;CTG214)....... -......... -225 Mortar oytinders2°x4"(ASTIAC780).............. .................... -... ___ ....... 30 Grout prisms 3^x8"(A8TMCnXN-.......... '........................................ --30 Masonry cores compression, 157diameter - testing only (A8TWC42,)............. 4O Masonry core shear testing (Title 24)..... _........ ....... ... ................. -..... OO Veneer bond strength, cost for each 5required (ASTMS482)... ...... -....... S5 ONUcompression tmsize 8"x8^x16^'3required lASTmC14N........ .......... 55 0NUmoisture content, absorption & unit weight '6required (ASTMC10D..... 5Q OWUlinear drying shrinkage (ASTMC426)-........ .............. -___ ............... 175 CMUgrouted prisms compression test a"x8"x1G^(AOTIAC1314)..... ...... 200 CMUgrouted prisms compression test >8^x8^x1G"(ASTMC1S14)............ 258 BEARING AND JOINT SEAL E�aotommhcbearing pads iCakmnSS S1-q......... --........ ....... -.............. 88U Elautomehcbearing pad with hardness and compression tests (Caltrans8S51`3)............... --.......................... ....... -..... ..... ...... ....... 1.230 Type AJoint Seals (caitrymSS 51-2)................... ................... --.......... 1.82O Type BJoint Seals (CemnnSS m-q............. ... --.............. ---.......... t530 Bearing plates (A536).-... --..................... -___ ................ ............... ...... 720 Fee/Z022 womw]eigI'd uogmupzoIII PageZof4 Leighton METHOD $/TEST Rebotemodetest, 15uptoNo. O(ADTMe370)................. ..... ....... 65 Rebatensile test, > No. i4&over (ASrwxx70).................... ..................... 2OO Rebabend test, mpUoNo. 11(ASTMx37V.................................... ............ _05 Reba bend > No. 14&ov��8TM*8�)------_--------20O __' ' RonistanuebuK'weWed honps/bom^tensile test, u9toNo. 10(CTW00)—�G5 Resistance butt -welded hnnpmbam^tensile test, No. 11&over (CTM0/o) ... 85 Mechanical rebar splice, tensile test, !�uptnNo. 11<CTm8rD>......... —_...... 8S -- Mechanical reharsplice, slip test, 5uptoNo, 11(CTm070)..... —...... _....... 40 Mechanical rebar splice, tensile test, sNo. i4&over (CTM 670....... —.... 28Q Mechanical rebar splice, slip test, > No. 14&over (CTm60) .................. ..... 200 Headed rebusplice, tensile test, :�uphnNo. 11(CTM80) ___ ... --...... 85 Headed rebar splice, tensile test, > No. 14&over (CTw80)........ ........ —.200 Epoxy coated rebar/domefilm thickness (coabmgtest (ASTwArm/A934)... —.45 Epoxy coated nabon/duwa|continuity (HoN (Holiday) test (A8TMa7751vo34)............. G5 Epoxy coated rebar flexibilitylbend test, up to No. 1i(ASTM*775/Ao34)—...... 45 Prestressing wire, �mn�m(A���&41� . --...—'�.------_----- 175 FEE S1C1+l,],DW E METHOD $/TEST LED Luminaires /Bgno Modules / Countdown Pedestrian Signal Face Modules (CemonsR8G86)......................................... ........ ................. 1.30U SPRAY APPLIED FIREPROOFING Unit weight Nensi�,A8TIAE606............. ---......... ....... —.......... --.... _60 FASTENERS » BOLTS ^RODS . . F3125GRA30TA326Bolts, tensile test, Lip to1-1/4" diameter, plain (ASTWA30)..... ....... ___ ................ —_—... ............. —......... --........... G6 F3125 GRA3O7 A326Bolts, tensile teat, upto1-1/4" diameter, galvanized (ASTMA370}.................... ___ ........... ..... _—...... ..... _......... 5 A4QOBolts, tensile test, 5Vpbn11/4" diameter, plain (AST@A}70)................ O5 A4A8Bolts, tensile test, 15upto14/4~diameter, galvanized �AyTw4370>...... 75 A593Bolts, tensile test, 15up0o1-1/4^diameter, stainless steel (ASTmA370)—G5 F1554Bolts, tensile test, !�upto1-1/4^diameter, plain (AnTwa3ro)........ —100 F155,4 Bolts, tensile test, < up to 1-1/4" diameter, galvanized (ASTMA370)...120 SAMPLETRANSPORT Pick -LIP &,deUmaryhweekduys.per trip, <50mile radius from Leighton office) —8O EQUIPMENT LIST ITEM 1/4inch Grab plates ................... --_—......... ---............ $0NIT ......... 5each 1/4 inch Tubing (bonded ........ —.... ........ ......... — ...... ............. 0.55 foot 1/4inn Tubing, -- . ----------' —�—' --------&35 �u 318 inch Tubing, clear vinyl ............... ............. --............. —.... —_K55 foot 4{Gmameter (RKIEagle msimilar)/GEM .......... ............. '130 day —Air flow meter and purge pump (2VDodmn).... _............................... 50 day Box of 24soil drive -sample hngm.................. ..... ... — ...... ...... —... 128 box Brass sample tubes ........ —...... ............ .... —...................... ......... 10each Caution tape (100O-fomtroll) ..... ___ ... ... ........... ...... ........ .......... ... 20each Combination lock or padlock .............. ... ... .......... ----....... ---11each Compressed air tank and regulator ............ .... .............. --................ 50 day ~�Concrete coring machine (i5-6-inoh-clia)... _........................... ....... '150 day Consmables(gloveu.rope, soap, tape, atcj.............. —.................. 35 day Core sample boxes ......... _............. .................... —_................. 11each Crack monitor Two -Dimensional .......... ..................... .................. ... 26each Crack monitor Thee -Dimensional ..... .............. ................................ �30each Cutoff saws, reciprocating, electric (Sawzall@)----- ................. _75 day D4MeterWalking Floor Profiler --_-----------................. 108 day Disposable bailers —........................................... ............................... 12each Disposable � --------------__---------- i0umc ' -~Qamdvodoxygen meter ............... _........... .... ___ ....................... --45 day DOT 56-gakoncontainment drum with lid ...... .......................... ......... 6Sdrum Double -ring inNhometer........... --........................... —......... —..... 125 day Dual -stage interface probe ........... ____ ... .... ............. ___ ........ 80 day Dynamic Cone Penetrometer— ................... ............. ... ....... ........... 4OO day -~ Generator, portable gasoline fueled, 3,508wotta........ ....... —........ g0 day N� Global Positioning System/Laser Range Finder_ ........ ---.............. 8O day �� Hand auger s�--------------------__------00 day -~ HDPEoafety fence (!51O0feet) ............ ................ --_— .............. 48 roll 0Hodbo&51water quality meter .... .............................. ...................... 136 day Light tower (towable vertical mast) —_... ....... ...... .... ................. '160 day Magnehnicgauge ........ .................... .... .... ..... ... ............ ......... '15 day Manometer ..... ....... —................. ................. ___ .................... —'25 day ITEM $ UNIT' Moisture test kit (excludes labor to perform test, 4STME10U7) ---'B0 test Nuolemmustureanddmnnitygaugw--. 88 day Electrical moisture and density gauge --................ ......... —....... —'88Day Pnvnmeter................. ....................... ---.... ___ ......... _......... ___ 25 day Particulate Monitor .—... ........... .......... —_............. --........... —.125 day pHKConduotivhyMempmraturemeter .... ___ ................. --....... —.... 55 day Photo -Ionization Detector (qD).................. ................... —...... _... 120 day Pump, Typhoon 2m4stage ....... ....... —.................................... ---bU day QED bladder pump w1QEDcontrol box ... —................. .................. —'10O day Quire fee — Phase ionly ........ .... _—... —.......... —........................... 20Ueach Resistivity field meter and pins ...................... ....... ___ ... ............. .... 5V day Slip / threaded cap, 2indnm4-inc diameter, PVC Schedule 4... ..... 15each Slope inclinometer ... ............... -----........................ ____ ... -2UQ day Soil sampling Thondle (Emoore)... ................ ...... .............. ..... —........ 10 day Soil sampling tripod ............ ................................ ........... .............. �3S day Speedy (R)moisture tenter. ....... ......................... ............... —___ ..... 5 day Stainless steel bailer ---.... —........................................ --......... 40 day Submersible pump, 10gpm.high powered Gmndfo 2imhwith controller ... —......... ........ —...... —... .................. .......... 100 day Submersible pump/transfer pump, 10-25gpm_--...... —.... ............ 5O day Support service truck usage (well installation, etu)........ --.............. J00 day Survey/fence stakes —_..................... ---_....... ....... —... —...... 8each TndlaM0bags ...... ...... ........... —........ _----........ --............... 1Deach Traffic cones (:�2SVbmnicmclem(single |ane)—............ --...... ........ 68 day Turbidity meter ..... .... ................... ----.................. ___ .......... —... 70 day Tyvak@ suit (eau) ...................... ___ ..... ..................................... --18each Vapor sampling, box ... ...... ............ ----------_............. 55 day Vehicle usage (carrying equipment) ... ........ -------........... ....... 2Ohour VolociCulc...... .... ....................... --.......... ........... ........ ----... 35 day Yisquemn(20x10Ufeet) ......... ----.................. --......... ---... —1O0 xd| Water level indicator (electronic well sounder) /300 feet deep woU--60 day ZpLEVEU@—_---------...................... ___ —............. ......... 1S day Other specialized geotechnica|and environmental testing and monitoring CLelghton F"EE S101EMPLIE =ERRFSX�16' �ONDITI_011111&11-11S m Expiration: This fee schedule is effective through supplemental, insurance, travel, subsistence, December 3,1, 2022 after which remaining work will project -specific parking charges, shipping, be billed at then -current rates. reproduction, and other reimbursable expenses will, * Proposal Expiration: Proposals are valid for at be invoiced at cost plus 20%, unless billled directly k &m Or) least 30 days, subject to change after days; to and paid by client. unless otherwise stated in an attached proposal. e, Prevailing Wages: Our fees for prevailing wage work are based upon California prevailing wage laws and wage determinations. Unless specifically indicated in our proposal, costs for apprentice are not included. If we are required to have an apprentice on your project, additional fees will be charged. * Overtime: Standard overtime rate is per California Labor Law and is billed at 1.5 or 2 times their hourly billing rate. Overtime rate for non-exempt field personnel working on a Leighton observed holiday is billed at 2 times their hourly billing rate. Overtime rate for Prevailing wage work is per the California Department of Industrial Relations (DIR) determination and is multiplied at 1.5 to 2 times their hourly billing rate for overtime and double- time, respectively. * Expert Witness Time: Expert witness deposition and testimony will be charged at 2 times hourly rates listed on the previous pages, with a minimum charge of four hours per day. * Minimum Field Hourly Charges: For Field Technicians, Special Inspectors or any on -site (field) materials testing services: 4 hours: 4-hour minimum charge up to the first four hours of work 8hours: 8-hour minimum charge for over four hours, of work, up to eight hours. Project time accrued includes portal to portal travel time. ep Insurance & Limitation of Liability: These rates are predicated on standard insurance coverage and a limit of Leighton's liability equal to our total fees for a given project. 01w Outside Direct Costs: Heavy equipment, subcontractor fees and expenses, project - specific permits and/or licenses, project -specific * Invoicing: Invoices are rendered monthly, payable upon receipt in United States dollars. A service charge of 11/2-percent per month will be charged for late payment. * Cliient Disclosures: Client agrees to provide all information in Client's possession about actual or possible presence of buried utilities and hazardous materials on the project site, prior to fieldwork, and agrees to reimburse Leighton for all costs related to unanticipated discovery of utilities and/or hazardous materials. Client is also responsible for providing safe and legal access to the project site for all Leighton field personnel. 0 Earth Material Samples: Quoted testing unit rates are for soil and/or rock (earth) samples free of hazardous materials. Additional costs will accrue beyond these standard testing unit rates for handling, testing and/or disposing of soil and/or rock containing hazardous materials. Hazardous materials will be returned to the site or the site owner's designated representative at additional cost not included in listed unit rates, Standard turn -around time for geotechnical-laboratory test results is 10 working days. Samples will be stored for 2 months, after which they will be discarded. Prior documented notification is required if samples need to be stored for a longer time. A monthly storage fee of $10 per bag and $5 per sleeve or tube will be applied. Quoted unit rates are, only for earth materials sampled in the United States. There may be additional cost for handling imported samples. 0, Construction Material Samples: After all designated 28-day breaks for a given sample set meet specified compressive or other client - designated strength, all "hold" cylinders or specimens will be automatically disposed of, unless specified;, in writing prior to the 28-day break. All other construction materials will be disposed of after completion of testing and reporting. F vvwvV I I I I c) n q 1cl, I I o I EI 1�1aEJe Al ol 4 M ETZ SURVEYING INC. 24303 WALNU ST, SUITE 1, SANTA CLARITA, CA TEL7661-388-4492 WWW.METZSURVEYING.Com Effective January 15t, 2022 through December 30th, 2022 PERSONNEL RATE (PER HOUR) 1 PERSON SURVEY CREW $175.00 2 PERSON SURVEY CREW $225.00 SURVEY TECHNICIAN $75.00 CADD DRAFTER $90.00 PROJECT SURVEYOR $110.00 SENIOR SURVEYOR $130.00 Half Day Topographic Survey Rate = $2,460.00 Full Day Topographic Survey Rate = $3,900.00 Digitally signed by Tori Tori Pierson Uu[:z0Z3.042714:47:42 417-00 ``� �® CERTIFICATE OF LIABILITY INSURANCE DAE(MNVDDYYYY) Damnazz THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT ADD Risk Insurance Services West, Inc. Los Angeles CA Office PHONE (g66) 283-7122 PAX (800) 363-0105 HOE Ext: Dec. Na.: 707 Wilshire Boulevard EMAIL Suite 2600 ADDRESS: Los Angeles CA 90017-0460 USA INSURER(S) AFFORDING COVERAGE NAICA INSURED INSURERA: Zurich American Ins CO 16535 Tetra Tech, Inc. 17885 Von Karman Ave INSURERS: American Guarantee & Liability Ins Co 26247 INSURERC: Lexington Insurance Company 19437 Irvine CA 92614 USA INSURER D: American International Group UK Ltd AA1120187 NSURER E: INSURER f: COVERAGES CERTIFICATE NUMBER: 570092861827 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONSAND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR TYPE OF INSURANCE ADDL INS, SUER Me POLICY NUMBER POLICY EFF 10/01/2021 POLICY EST LIMITS A X COMMERCIALGENERALLIABILITY Y Y GLO181740603 10/01/2022 EACH OCCURRENCE $2,000,00 CLAIMS -MADE ❑X OCCUR DAMAGE TO RENTED PREMISES $1, 000,00 X MED UP(my one Person) $10,000 X.C,U Coverage PERSONALSADVINJURY $2,000,00 GENIAGGREGATE LIMIT APPLIES PER GENERA -AGGREGATE $4,000,00 POLICY EJELPR0.T Floc PRODUCTS -COMPIOP AGO $4, 000,00 OTHER: A AUTOMOBILEWB1UTY Y Y BAP 1857085 03 101011202110/01/2022 COMBINED SINGLE LIMIT $S, D00,OD % AWAUTO BODILY IN.URY ( Per Parsenl OWNED SCHEDULED BODILY INJURY(Peraradent) ALTOS ONLY AUTOS HIRED AUTO. NON OWNED PROPERTY DAMAGE ONLY AUTOS ONLY Peracdtlenl O X UMBRELLA LIAR % OCCUR 62785232 10/01/2021 10/01/2022 EACH OCCURRENCE $10,000,00 EXCESS UAB I CLAMS) AOE AGGREGATE $10,000,00 DED I % RETENTION $100.000 A WORKERS COMPENSATION AND Y WC254061603 10/01/2021 10/01/2022 X I PER STATULE oTH B EMPLOYERSIIABILITY WC185708703 10/01/2021 10/01/2022 ELEACHACCIDENT $1,000,00 EXECUTIVE ANY PROPRIETOR/PARTNERIEXECUTIVE N OEFlCEIrame BED E%CWnEn9 NIA E L DISEASE -EA EMPLOYEE $1, OOO, 00 In NH) Ers. describe order SCRIPTION OF OPERATIONS below E L DISEASE -POLICY LIMIT S1,000,000 C Env Contr Prof 028182375 10/01/2021 10/01/2022 Each clain $5,000,00 Prof/Poll Liab Agggregate $5,000,00 SIR applies per policy terns & condi ions DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IACORD 101, AtltlNmal Re1mAs III nay be auzohed Nnwn apace Is no,dr id) RE: SA-2 Pressure Control Station Relocation and Transmission Main improvements. The City, its officers, officials, employees, and volunteers are included as Additional insured in accordance with the policy provisions of the General Liability and Automobile Liability policies. A waiver of Subrogation is granted in favor of Certificate Holder in accordance with the policy provisions of the General Liability, Automobile Liability and workers Compensation policies. Should any of the above described policies be cancelled before the expiration data thereof, the policy provisions will govern how notice of cancellation may be delivered to certificate holders in accordance with the policy provisions of each policy. General Liability evidenced herein i Primary to other insurance available to an Additional Insured, but only in accordance WIT th the policy provisions. Stop Gap CERTIFICATE HOLDER CANCELLATION City of Santa Ana Risk Management Division 20 Civic Center Plaza Santa Ana CA 92702 USA SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOPCE WILL BE DELIVERED IN ACCORDANCE NTH THE POUCYPROVISIONS. AUTHORIZED REPRESENTAPVE M ©1988-2015 ACORD CORPOF ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD <, WaltMrrM&enmt DiMdwl �I�vtElvED6 APPRw®Br. '' %au �ict4oe Ri:R Menagrnnn aneral Ade AGENCY CUSTOMER ID: 570000036654 /1 ® LOC #: A`oRo ADDITIONAL REMARKS SCHEDULE Pace of AGENCY Aon Risk Insurance services west, Inc. NAMEDINSURED Tetra Tech, Inc. POLICY NUMBER see certificate Number: 570092861827 CARRIER See certificate Number: 570092861827 NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liabilitv Insurance Coverage for the following states: OH, ND, WA, WY. ACORD 101 (2008101) The ACORD name and logo are registered marks of ACORD x6kMo geaadoiNeon RenEwm 6�nAFrxw®BY 2008 ACORD CORPORATIOt I/(■■^1,\' Y\ Ll.li 1' %se p&Vc,r Rhk M, o,.CimralXd, 0 Additional Insured — Owners, Lessees Or Contractors — ZURICH Ongoing Operations — Scheduled Policy No. I Eff. Date of Pal. I Exp. Date of Pol. I Elf. Date of End. I Producer No. I AddT Prem Return Prem. GLO 1817406-03 1 10/01/2021 1 10/01/2022 1 10/01/2021 1 75272000 1 N/A N/A THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part Srl-IFntu F Name of Person or Organization: Location and Description of Ongoing Operations: Additional Premium: Any person or organization to whom or to which you are required to provide additional insured status in a Any location or project, other than a wrap-up or other N/A written contract or written agreement executed prior u insra consolidated insurance nce program location or project to the loss, except where such contract or agreement for which insurance is otherwise separately provided is prohibited by law. to you by a wrap-up or other consolidate insurance program. A. Section II — Who Is An Insured is amended to include as an insured any person or organization shown in the Schedule of this endorsement, but only with respect to liability arising out of your ongoing operations performed for that insured at or from the corresponding location designated and described in the Schedule. However, if you have entered into a construction contract with an additional insured person or organization shown in the Schedule of this endorsement, the insurance afforded to such additional insured only applies to the extent permitted by law. B. With respect to the insurance afforded to any additional insured shown in the Schedule of this endorsement, the following additional exclusion applies: This insurance does not apply to 'bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or 2. That portion of "your work' out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. All other terms and conditions of this policy remain unchanged. xbtntr,,.�,�t�xx�r �nel,ED6 MrRw®BY: Ai Tau P4 .� I Ruk MarWgmcttOmal/4ae OF rage I OI 1 Includes copyrighted material of Insurance services Office, Inc., with its permission. Additional Insured — Owners, Lessees Or Contractors — Completed Operations — Scheduled 0 ZURICH Policy No. I Eff. Date of Pol. I Exp. Date of Pol. Eff. Date of End. I Producer No. Addl. Prem Return Prem. GLO 1817406-03 1 10/01/2021 1 10/01/2022 1 10/01/2021 1 75272000 N/A N/A THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part SCHEDULE Name of Person or Organization: Location and Description of Completed Operations: Additional Premium: Any person or organization to whom or to which you are required to provide additional insured status in a Any location or project, other than a wrap-up or other N/A written contract or written agreement executed prior consolidated insurance program location or project to the loss, except where such contract or agreement for which insurance is otherwise separately provided is prohibited by law. to you by a wrap-up or other consolidate insurance program. Section II — Who Is An Insured is amended to include as an insured any person or organization shown in the Schedule of this endorsement, but only with respect to liability arising out of "your work" at or from the corresponding location designated and described in the Schedule performed for that insured and included in the "products -completed operations hazard". However, if you have entered into a construction contract with an additional insured person or organization shown in the Schedule of this endorsement, the insurance afforded to such additional insured only applies to the extent permitted by law. All other terms and conditions of this policy remain unchanged. Irr�o� �� /�.\ RenEwFn6 AANOYID aY. ■ I; 1- %re;D&o ttL��1 RukMar�a9rncnrOmrdlAi� rage I or I Includes copyrighted material of Insurance Services office, Inc., with its permission. Other Insurance Amendment — Primary And Non - Contributory 0 ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. AddT Prem Return Prem. GLO 1817406-03 10/01/2021 10/01/2022 10/01/2021 75272000 N/A N/A THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part 1. The following paragraph is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is primary insurance to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. Includes copyrighted material of Insurance services Office, Inc., with its permission. Rbk Mwg.mtnt"M . s� ); RenexEns!tvr Sr. 7ou r C OK R.kM .I.t 0v.J Nde rage i rn i POLICYNUMBER: GLO 1817406-03 WAIVER OF TRANSFER OF RIGHTS AGAINST OTHERS TO This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 OF RECOVERY US Name Of Person Or Organization: ANY PERSON OR ORGANIZATION THAT REQUIRES YOU TO WAIVE YOUR RIGHTS OF RECOVERY, IN A WRITTEN CONTRACT OR AGREEMENT WITH THE NAMED INSURED THAT IS EXECUTED PRIOR TO THE ACCIDENT OR LOSS. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV - Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or 'Your work'done under a contract with that person or organization and included in the "products - completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 0 Insurance Services Office, Inc., 2008 '•, wtikMWAr-adDho4m RcvIE�LED6/1PPROJm Br. a�xm�,gnnm�a�,iQiax Coverage Extension Endorsement 9 ZURICH Policy No. Eff. Date of P.I. Exp. Date of Pol. Eff. Date of End. Producer No. AWL Prem Return Prem. BAP 1857085-03 10/01/2021 10/01/2022 75272000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II —Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's' name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organizations) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment —Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5.000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to fumish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. &, Rhkllu�Vw. a e Tau ;a[cs.ax 01 Ruk Ma,a9�"eat Oen ul /Y tle Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICYNUMBER: BAP 1857085-03 COMMERCIAL AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY Information required to complete this Schedule if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the "loss" under a contract with that person or organization. CA 0444 10 13 © Insurance Services Office, Inc., 2011 Ri�MwgaimlOnman S. 11�REVIE 6nPRRwm Br %au Per , F �Ruk Maixgemmcu iad WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 POLICY NUMBER: WC 2540616-03 (Ed.4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION WC 00 03 13 (Ed. 4-84) 01983 National Council on compensation Insurance. rtr.kr.+�.�mlonaw� ;; RENE`AID6/1PVFw®BY: RukMawgemmldmrnl Aitle WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC420304B POLICY NUMBER: WC 2540616-03 TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT (Ed. 6-14) This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. (❑) Specific Waiver Name of person or organization (0) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: WC420304B (Ed. 6-14) O Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. REVIEv,FD6/1PPItOJ®Br. �S��+J'� %au >aecx2an �, aeun�,,.,yn,erca.,�waac WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 43 03 05 POLICY NUMBER: WC 2540616-03 (Ed.7-00) UTAH WAIVER OF SUBROGATION ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Utah is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Our waiver of rights does not release your employees' rights against third parties and does not release our authority as trustee of claims against third parties. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. WC 43 03 05 (Ed. 7-00) (c) 2000 National Council on Compensation Insurance, Inc. �w.^.►'n &A� B. '+�Lr�J' %au l�resaaa 01 �Rizk Ma,wgemmi Oenral Aitle WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non -renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non -renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non -renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non -renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non -renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1. and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non -renewal date; b. Negate the cancellation or non -renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured WC 2540616-03 Premium$ Insurance Company ZURICH AMERICAN INSURANCE COMPANY �ntv,�o6M der: /OSL /�i[T40H WC 99 06 43 xnxma,wyrnm�am�iaa� (Ed. 01-13) Includes copyright material of the National Council on Compensation Insurance, Inc. used with it; © 2012 Copyright National Council on Compensati on Insurance, Inc. All Flights Rose, 0 Blanket Notification To Others Of Cancellation ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 1817406-03 Effective Date: 10/01/2021 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. If we cancel this Coverage Part by written notice to the first Named Insured for any reason other than nonpayment of premium, we will deliver electronic notification that such Coverage Part has been cancelled to each person or organization shown in a Schedule provided to us by the First Named Insured. Such Schedule: 1. Must be initially provided to us within 15 days: a. After the beginning of the policy period shown in the Declarations, or b. After this endorsement has been added to policy; 2. Must contain the names and e-mail addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled; 3. Must be in an electronic format that is acceptable to us; and 4. Must be accurate. Such Schedule may be updated and provided to us by the First Named Insured during the policy period. Such updated Schedule must comply with Paragraphs 2. 3. and 4. above. B. Our delivery of the electronic notification as described in Paragraph A. of this endorsement will be based on the most recent Schedule in our records as of the date the notice of cancellation is mailed or delivered to the first Named Insured. Delivery of the notification as described in Paragraph A. of this endorsement will be completed as soon as practicable after the effective date of cancellation to the first Named Insured. C. Proof of e-mailing the electronic notification will be sufficient proof that we have complied with Paragraphs A. and B. of this endorsement. D. Our delivery of electronic notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such delivery of electronic notification will not: 1. Extend the Coverage Part cancellation date; 2. Negate the cancellation; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. E. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the Schedule provided to us as described in Paragraphs A. and B. of this endorsement. All other terms, conditions, provisions and exclusions of this policy remain the same. w.krr�.g�eelmxm[[ •�< IfE+.��atv6 Mrxw®Bv: ,%asl arcx�aa Risk Marwgenart4malNae Includes copyrighted material of Insurance services Office, Inc. with its permission. Blanket Notification To Others Of Cancellation 0 ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP 1857085-03 Effective Date: 01/27/2022 This endorsement modifies insurance provided under the: Auto Dealers Coverage Form Business Auto Coverage Form Motor Carrier Coverage Form A. If we cancel this Coverage Part by written notice to the first Named Insured for any reason other than nonpayment of premium, we will deliver electronic notification that such Coverage Part has been cancelled to each person or organization shown in a Schedule provided to us by the First Named Insured. Such Schedule: 1. Must be initially provided to us within 15 days: a. After the beginning of the policy period shown in the Declarations; or b. After this endorsement has been added to policy; 2. Must contain the names and e-mail addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled; 3. Must be in an electronic format that is acceptable to us; and 4. Must be accurate. Such Schedule may be updated and provided to us by the First Named Insured during the policy period. Such updated Schedule must comply with Paragraphs 2., 3. and 4. above. B. Our delivery of the electronic notification as described in Paragraph A. of this endorsement will be based on the most recent Schedule in our records as of the date the notice of cancellation is mailed or delivered to the first Named Insured. Delivery of the notification as described in Paragraph A. of this endorsement will be completed as soon as practicable after the effective date of cancellation to the first Named Insured. C. Proof of e-mailing the electronic notification will be sufficient proof that we have complied with Paragraphs A. and B. of this endorsement. D. Our delivery of electronic notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such delivery of electronic notification will not: 1. Extend the Coverage Part cancellation date; 2. Negate the cancellation; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. E. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the Schedule provided to us as described in Paragraphs A. and B. of this endorsement. All other terms, conditions, provisions and exclusions of this policy remain the same. Rentwm6Awaw®Bv: `� a�.it Tau Dicraaa �a�xru..,s�+n+xaemiax Includes copyrighted material of Insurance Services Office, Inc., with its permission. ENDORSEMENT This endorsement, effective 12.01 AM 10/01/2021 Forms a part of policy no.: 028182375 Issued to: TETRA TECH, INC., ET AL By:LEXINGTON INSURANCE COMPANY ADVICE OF CANCELLATION TO ENTITIES OTHER THAN THE NAMED INSURED LIMITED TO E-MAIL NOTIFICATION This policy is amended as follows: In the event that the Insurer cancels this policy for any reason other than non payment of premium, and 1. The cancellation effective date is prior to this policy's expiration date; 2. The First Named Insured is under an existing contractual obligation to notify a certificate holder Men this policy is canceled (hereinafter, the "Certificate Holderis)"); and has provided to the Insurer, either directly or through its broker of record, the email address of the contact at such entity, and the Insurer received this information after the First Named Insured receives notice of cancellation of this policy and prior to this policy's cancellation effective date, via an electronic spreadsheet that is acceptable to the Insurer, the Insurer will provide advice of cancellation (the "Advice") via e-mail to such Certificate Holders Proof of the Insurer emailing the Advice, using the information provided by the First Named Insured will serve as proof that the Insurer has fully satisfied its obligations under this endorsement. This endorsement does not affect, in any way, coverage provided under this policy or the cancellation of this policy or the effective date thereof, nor shall this endorsement invest any rights in any entity not insured under this policy. The following Definitions apply to this endorsement: 1. First Named Insured means the Named Insured shown on the Declarations Page of this policy. 2. Insurer means the insurance company shown in the header an the Declarations Page of this policy. All other terms, conditions and exclusions shall remain the same. LX8960 (051131 Rhk nb+g..d DWm IkVIfl gAPeRovID BY. Page 1 of 1 Rak MaiwgertmtOmal Aitle NOTICE OF COMPLIANCE CITY I„„ . "A ,AFF. III1RINT I'Ill I111"i I1111AGE ,CLR INC'LLEE CI I T'Ill1 , GREE OIEL I" O 1111E CLERIC CIF 1111E C OLLC'I➢L Contractor Tetra Tech, Inc. Name: Project A-2022-070 Number: Project Agreement With Tetra Tech To Provide Engineering Design Name: Services For The City Of Santa Ana The Certificate of Insurance (COI) submitted indicates that the coverages are in compliance with the insurance requirements. No further action is required at this time. The compliant coverage(s) are: TYPE OF INSURANCE AUTOMOBILE LIABILITY ENV CONTR PROF GENERAL LIABILITY WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Thank you, City of Santa Ana Risk Management Division in partnership with CTrax Plus Services Team 10/19/2022 1:07 PM POLICY EXPIRATION NUMBER DATE BAP185708504 10/01/2023 03120276 10/01/2023 GLO181740604 10/01/2023 WC185708704 10/01/2023 COI DATE FILE NAME 09/27/2022 City of Santa Ana- 570095585268.pdf 09/27/2022 City of Santa Ana- 570095585268.pdf 09/27/2022 City of Santa Ana- 570095585268.pdf 09/27/2022 City of Santa Ana- 570095585268.pdf NOTICE OF COMPLIANCE CITY . "A ,AM I1111RI T I'lll I lPi 1111AGE ,CND INCLUDE Ck I 111 1AGREEMENTTOT111IE CLERK CSC 111I➢C COUNCIL Contractor Tetra Tech, Inc. Name: Project A-2022-070 Number: Project Agreement With Tetra Tech To Provide Engineering Design Name: Services For The City Of Santa Ana The Certificate of Insurance (COI) submitted indicates that the coverages are in compliance with the insurance requirements. No further action is required at this time. The compliant coverage(s) are: TYPE OF INSURANCE POLICY EXPIRATION COI FILE NAME NUMBER DATE DATE AUTOMOBILE LIABILITY BAP185708505 10/01/2024 09/21/2023 : Tetra Tech COLpdf ENVIRONMENTAL 03120276 10/01/2024 09/21/2023 Tetra Tech COLpdf CONTRACTORS AND PROF , GENERAL LIABILITY GL0181740605 10/01/2024 09/21/2023 City of Santa Ana- 570101609462.pdf WORKERS City of Santa Ana - COMPENSATION AND WC185708705 10/01/2024 09/21/2023 : 570101611404 Agreement EMPLOYERS' LIABILITY No. A-2023-053-OLpdf .............. Thank you, City of Santa Ana Risk Management Division in partnership with CTrax Plus Services Team 11/7/2023 7:22 PM