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HomeMy WebLinkAboutGHD, Inc. - 2018-05-21 (6)Dept. ID PW 18-017 Page 1 of 3 Ppo Meeting Date: 5/21/2018 CITY OF HUNTINGTON BEACH REQUEST FOR. CITY COUNCIL ACTION MEETING DATE: 5/21/2018 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY: Travis K. Hopkins, PE, Director of Public Works SUBJECT: Approve and authorize execution of Professional Services Contracts for On Call Water and Engineering Services with GHD, Inc., Pacific Advanced Civil Engineering (PACE), Inc., HDR Engineering, Inc., and SA Associates, each in an amount not to exceed $1,000,000 Statement of Issue: The Public Works Department requires on-call/as-needed water and other engineering services to support staff for the design of capital improvement projects which are identified in the approved Water Master Plan. Financial Impact: The City's FY 2017/18 Capital Improvement Program (CIP) Budget totals $28 million (All Funds) for approved projects citywide. Each approved CIP project has a budget containing sufficient funding for design, environmental, engineering, construction, project management and other required costs. The four (4) recommended water and engineering service contracts have a maximum value of $4 million over the next 3 years and will be funded on an as -needed basis within each project's individual CIP budget. As such, no additional funding is required by this action. Recommended Action: A) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between the City of Huntington Beach and GHD, Inc. for On Call Water and Engineering Services;" and, B) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc. for On Call Water and Engineering Services;" and,4 Srg'SSTTo FJLE C) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between the City of Huntington Beach and HDR Engineering, Inc. for On Call Water and Engineering Services;" and, -'SEA SWM pILE D) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between the City of Huntington Beach and SA Associates for On Call Water and Engineering Services." * SEE SEPAWCM Ply Alternative Action(s): Do not authorize the contracts and direct staff with an alternate action. Budgeted Capital Projects could be delayed until new contracts are approved. Item 15. - 1 H B -2.14- Dept. ID PW 18-017 Page 2 of 3 Meeting Date: 5/21/2018 Analysis: On November 28, 2017, the City advertised a Request for Qualifications ("RFQ") for On -Call Engineering and Professional Consulting Services. Proposals were requested and submitted in compliance with Chapter 3.03 of the Huntington Beach Municipal Code. Eighteen (18) proposals were received for water and engineering services. In accordance with a qualifications based selected procurement per the Federal "Brooks Act," State SB 419, and the City of Huntington Beach Municipal Code Section 3.03 "Professional Services" the Public Works Department established a review board. Proposals were evaluated and ranked by a three (3) member panel review team established by the Public Works Department. The reviewers were a Senior Civil Engineer, an Associate Civil Engineer, and an Engineering Aid. After conducting the entire evaluation process, including negotiation for competitive rates, the top four (4) firms were selected to increase opportunity for competitive proposals for future projects from qualified on call consultants, and they are GHD, Inc., Pacific Advanced Civil Engineering (PACE), Inc., HDR Engineering, Inc., and SA Associates. Summary of evaluation sheets for the top four (4) firms, and the fifth (51h) firm not selected are shown in Attachment 5. The contracts recommended in this Request for Council Action (RCA) are to support staff for water and design engineering of capital improvement projects. These services have historically been utilized to supplement City staff to meet annual CIP goals, as an extension of staff and/or to provide required expertise for unique projects. It is anticipated that these services will be required based on past years. Each project is evaluated on a case -by -case basis to determine if these as -needed contract services are necessary. The City's Capital Improvement Program ("CIP") is approximately $24.6 million in Fiscal Year 2017/18 and exceeds $28 million with continuing of funds for projects approved from previous years. In addition, the proposed Fiscal Year 2018/19 CIP totals $24.7 million in new projects. Typical design and construction support costs from use of consultants on a CIP project can vary between ten (10) to twenty (20) percent of total costs for a CIP project. Therefore, it is practical to conservatively estimate minimum annual consultant costs would be approximately $2 million to the City for total CIP projects or $6 million within the next three (3) years. Water and engineering services are typically required for water related CIP projects. Therefore, these consultants were selected to meet projected workload over the next three years with a total contract limit of $4 million. Public Works Commission Action: Not applicable. Environmental Status: Not applicable. Strategic Plan Goal: Enhance and Maintain Infrastructure. Attachment(s): 1. "Professional Services Contract Between the City of Huntington Beach and GHD, Inc. for On Call Water and Engineering Services" 2. "Professional Services Contract Between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc. for On Call Water and Engineering Services" 3. "Professional Services Contract Between the City of Huntington Beach and HDR Engineering, Inc. for On Call Water and Engineering Services" HB _2I;_ Item 15. - 2 Dept. ID PW 18-017 Page 3 of 3 Meeting Date: 5/21/2018 4. "Professional Services Contract Between the City of Huntington Beach and SA Associates for On Call Water and Engineering Services" 5. Professional Service Award Analysis for GHD, Inc., Pacific Advanced Civil Engineering (PACE), Inc., HDR Engineering, Inc., SA Associates, and Vendor #5. Item 15. - 3 FIB -216- PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND GHD, INC. FOR ON CALL WATER AND ENGINEERING SERVICES THIS AGREEMENT ("Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and GHD, INC., a California corporation hereinafter referred to as "CONSULTANT." WHEREAS, CITY desires to engage the services of a consultant to provide on call water and engineering services; and Pursuant to documentation on file in the office of the City Clerk, the provisions of the Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of professional service contracts have been complied with; and CONSULTANT has been selected to perform these services, NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows: 1. SCOPE OF SERVICES CONSULTANT shall provide all services as described in Exhibit "A," which is attached hereto and incorporated into this Agreement by this reference. These services shall sometimes hereinafter be referred to as the "PROJECT." CONSULTANT hereby designates Greg Watanabe who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement. 2. CITY STAFF ASSISTANCE CITY shall assign a staff coordinator to work directly with CONSULTANT in the performance of this Agreement. agree/ surfneUprofessional sves mayor I Of 11 10/12 3. TERM; TIME OF PERFORMANCE Time is of the essence of this Agreement. The services of CONSULTANT are to commence on May 21st 2018 (the "Commencement Date"). This Agreement shall automatically terminate three (3) years from the Commencement Date, unless extended or sooner terminated as provided herein. All tasks specified in Exhibit "A" shall be completed no later than three (3) years from the Commencement Date. The time for performance of the tasks identified in Exhibit "A" are generally to be shown in Exhibit "A." This schedule may be amended to benefit the PROJECT if mutually agreed to in writing by CITY and CONSULTANT. In the event the Commencement Date precedes the Effective Date, CONSULTANT shall be bound by all terms and conditions as provided herein. 4. COMPENSATION In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is attached hereto and incorporated by reference into this Agreement, a fee, including all costs and expenses, not to exceed One Million Dollars ($1,000,000). 5. EXTRA WORK In the event CITY requires additional services not included in Exhibit "A" or changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such work only after receiving written authorization from CITY. Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained. 6. METHOD OF PAYMENT CONSULTANT shall be paid pursuant to the terms of Exhibit "B." agree/ surfnet/professional sves mayor 2 of 11 10/12 7. DISPOSITION OF PLANS. ESTIMATES AND OTHER DOCUMEN CONSULTANT agrees that title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computer code, language, data or programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or termination of this Agreement or upon PROJECT completion, whichever shall occur first. These materials may be used by CITY as it sees fit. 8. HOLD HARMLESS CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgments, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arising out of or in connection with CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or alleged negligent) performance of this Agreement or its failure to comply with any of its obligations contained in this Agreement by CONSULTANT, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of CITY. CONSULTANT will conduct all defense at its sole cost and expense and CITY shall approve selection of CONSULTANT's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT. 9. PROFESSIONAL LIABILITY INSURANCE CONSULTANT shall obtain and furnish to CITY a professional liability insurance policy covering the work performed by it hereunder. This policy shall provide coverage for CONSULTANT's professional liability in an amount not less than One Million Dollars agree/ surfnet/professional svcs mayor 3 of 11 10/12 ($1,000,000.00) per occurrence and in the aggregate. The above -mentioned insurance shall not contain a self -insured retention without the express written consent of CITY; however an insurance policy "deductible" of Ten Thousand Dollars ($10,000.00) or less is permitted. A claims -made policy shall be acceptable if the policy further provides that: A. The policy retroactive date coincides with or precedes the initiation of the scope of work (including subsequent policies purchased as renewals or replacements). B. CONSULTANT shall notify CITY of circumstances or incidents that might give rise to future claims. CONSULTANT will make every effort to maintain similar insurance during the required extended period of coverage following PROJECT completion. If insurance is terminated for any reason, CONSULTANT agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this Agreement. If CONSULTANT fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the CITY with required proof that insurance has been procured and is in force and paid for, the CITY shall have the right, at the CITY's election, to forthwith terminate this Agreement. Such termination shall not effect Consultant's right to be paid for its time and materials expended prior to notification of termination. CONSULTANT waives the right to receive compensation and agrees to indemnify the CITY for any work performed prior to approval of insurance by the CITY. 10. CERTIFICATE OF INSURANCE Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverage as required by this Agreement; the certificate shall: agree/ surfncUprofessional sves mayor 4 of 11 10/12 A. provide the name and policy number of each carrier and policy; B. state that the policy is currently in force; and C. shall promise that such policy shall not be suspended, voided or canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice; however, ten (10) days' prior written notice in the event of cancellation for nonpayment of premium. CONSULTANT shall maintain the foregoing insurance coverage in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverage shall not derogate from CONSULTANT's defense, hold harmless and indemnification obligations as set forth in this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of the policy of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on the insurance hereinabove required. 11. INDEPENDENT CONTRACTOR CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services to be performed hereunder. 12. TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall acree/ surfneUprofessional Svcs mayor 5 of 11 10/12 be made in writing, notice of which shall be delivered to CONSULTANT as provided herein. In the event of termination, all finished and unfinished documents, exhibits, report, and evidence shall, at the option of CITY, become its property and shall be promptly delivered to it by CONSULTANT. 13. ASSIGNMENT AND DELEGATION This Agreement is a personal service contract and the work hereunder shall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior express written consent of CITY. If an assignment, delegation or subcontract is approved, all approved assignees, delegates and subconsultants must satisfy the insurance requirements as set forth in Sections 9 and 10 hereinabove. 14. COPYRIGHTS/PATENTS CITY shall own all rights to any patent or copyright on any work, item or material produced as a result of this Agreement. 15. CITY EMPLOYEES AND OFFICIALS CONSULTANT shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code. 16. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONSULTANT's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below. CITY and CONSULTANT may designate different addresses to which subsequent notices, certificates or agree/ surfiiet/professional Svcs mayor 6 of 11 10/12 other communications will be sent by notifying the other party via personal delivery, a reputable overnight carrier or U. S. certified mail -return receipt requested: TO CITY: City of Huntington Beach ATTN: Duncan Lee 2000 Main Street Huntington Beach, CA 92648 17. CONSENT When CITY's consent/approval TO CONSULTANT: GHD, Inc. Attn: Greg Watanabe 175 Technology Drive, Suite 200 Irvine, CA 92618 (949) 585-5215 is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be a consent/approval to any subsequent occurrence of the same or any other transaction or event. 18. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 19. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of matters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 20. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining agree/ surfiiet/professional sves mayor 7 of 11 10/12 covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 21. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 22. IMMIGRATION CONSULTANT shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the United States Code regarding employment verification. 23. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for agree/ surfneUprofessional sves mayor 8 of 11 10/12 CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONSULTANT. 24. ATTORNEY' S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the nonprevailing party. 25. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive. 26. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 27. SIGNATORIES Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully 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. 28. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this agree/ surfnet/professional Svcs mayor 9 of 11 10/12 Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. 29. EFFECTIVE DATE This Agreement shall be effective on the date of its approval by the City Council. This Agreement shall expire when terminated as provided herein. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers. aeree/ surfnet/professional sves mayor 10 of 11 10/12 CONS U l-TA N'1 GHD, INC CONiPAINlY A California Corporation I3y: print nallic ITS: (circle om?) ChairmaniPresidc� /�'icc Presid�:nt \AND BY: '\ _ �, �. J�N C.w•J j� � �o V� print name ITS: (circle rwre ..',,,It<11-1 ('hici Pinancial 00icci;; Asst. Secrctary -Treasurer CCI-Y OF HUNTING"l'ON BF'AC1-1, a municipal corporation of the State of- Gilif:or-ni.a @, %)A Mayor City Clerk 1NIl [A"1'Ell AND APPROVI,;D: eeetor of i'tlwic W _rl:" -- -- RTIVIFW -1) ANW—APPROVF'D: ;City Manager---------------- APPR0VI:I) A ity Attorney p,\y ai��cx� su�'iiirvprni�ssional stie_ i;t:�_�,'i�r 1 1 01 � 1 Mail EXHIBIT "A" A. STATEMENT OF WORK: (Narrative of work to be performed) CONSULTANT shall provide consulting services on an 'as -needed' basis for projects to be determined during the term of the agreement. During the term of the agreement, CITY may elect to solicit proposals from CONSULTANT. CITY shall issue task order for each project based upon the scope of services, work schedule, and fee proposal submitted to CITY for its review and approval. B. CONSULTANT'S DUTIES AND RESPONSIBILITIES: CONSULTANT'S duties and responsibilities shall be per CONSULTANT'S Statement of Qualification (Exhibit A), consistent with the City of Huntington Beach Request for Qualifications for On Call Water and Engineering Consulting Services. Upon award, and the contract period, if CONSULTANT chooses to assign different personnel to the project, CONSULTANT must submit the names and qualifications of these staff to CITY for approval before commencing work. C. CITY'S DUTIES AND RESPONSIBILITIES: 1. Furnish scope of work request for each project. 2. Furnish construction plans and specifications to the CONSULTANT. D. WORK PROGRAM/PROJECT SCHEDULE: A project schedule will be developed for each project assigned by CITY. EXHIBIT A Exhibit A City of Huntington Beach Statement of Qualifications for On -Call Water Engineering & Professional Consulting Services January 11, 2018 FiB - Item 15. - 20 SOQ for On -Call Water Engineering &Professional Consulting Services Table of Contents Section A Cover Letter Section B Vendor Application Form Section C Pre -Qualification Form Section D Service Category Section E Cost Proposal/Rate Sheet Appendix A Resumes Item 15. - 21 HB -234- A. Cover Letter January 11, 2018 Jim Slobojan City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 GHD Proposal No. 11152133 Re: Request for Qualifications for On -Call Water Engineering & Professional Consulting Services Dear Mr. Slobojan and Members of the Selection Panel: GHD is pleased to submit our Statement of Qualifications for the On -Call Water Engineering & Professional Consulting Services to the City of Huntington Beach (City). Our team brings the creative skill set and experience to successfully complete this contract. Our objective is to provide the City with the best team to provide Water Engineering & Professional Consulting Services for the proposed contract. The Right Team We have selected our proposed key personnel based on their proven track record of success on similar types of projects anticipated under this contract. Our proposed individuals have both the technical skills and work approach to ensure smooth project delivery. In addition to the proposed individuals, GHD will provide a robust team of professionals that are highly qualified and versatile to manage and deliver innovative, sustainable, high quality, and efficient engineering services. GHD's local team has the experience and availability to support the City's needs and is supported by technical experts from its 400 staff in 14 California offices and over 3600 people throughout North America. Our Principal -in -Charge, Jamal Awad, PhD, PE, has an extensive amount of experience successfully leading teams on multidisciplinary engineering projects. Mr. Awad will provide technical leadership on the contract and will ensure that GHD resources are committed to this contract. Our Project Manager, Greg Watanabe, PE, has over 18 years of experience successfully leading multi -discipline engineering teams to execute projects and deliver results. He has successfully managed many engineering contracts similar to this one. Mr. Watanabe is currently working with the City on multiple projects within Huntington Beach. His proven experience through other On -Call contracts managing multiple concurrent task orders and coordinating a wide variety of technical disciplines will ensure that all of the City's projects with GHD have successful outcomes. Mr. Awad and Mr. Watanabe will be fully supported by a solid team of professionals with a broad range of technical expertise that will deliver an enhanced level of service to the City's projects. Our local resources include over 60 engineers, scientists. and technicians who will handle most of the work and be supported by other GHD offices when needed. In addition, we have included a qualified team of sub -consultants all of whom have worked GHD for City of Huntingtor . HB -235- Item 15. - 22 with GHD on past projects. This ensures a consistency in the final work product and a smooth coordination process amongst the team, enabling GHD's successful completion of projects on or ahead of budget and schedule. A Qualified Firm GHD has been serving southern California communities since 1951, and our team has a long history of working collaboratively with municipalities and agencies in the region. Our success is the result of innovative design and management solutions combined with sensitivity to economic considerations. With 14 offices in California, GHD maintains a communal interest in the sustained prosperity of southern California. Our local offices in Irvine, Moreno Valley, and San Diego are home to more than 60 professionals and we are also able to reach out to more than 400 staff members throughout California. GHD's financial stability is proven in our growth and ability to diversify our services and markets and there are no conditions that may impede our ability to provide the services requested. Local Knowledge and Experience GHD has a long history of providing water engineering services to local and regional public agencies through numerous on-call/as-needed contracts. We understand the challenges the City faces maintaining and upgrading their infrastructure while maintaining a safe environment for the public and we are ready to help the City meet those challenges from the moment we start on a project. Proven Project Management Approach Our approach uses proven project management methods to deliver efficient, comprehensive, and sustainable projects to the City. GHD will work closely with stakeholders including the City to ensure smooth projects. GHD recognizes that strong initial planning and communication leads to high quality engineering services. We understand that while the individual projects under this contract may vary significantly, a consistent technical and project management approach with upfront planning is necessary for each and every project to ensure a successful outcome. GHD has developed a culture of end -to -end planning, starting from project implementation to ensure that the goals of the current project are met and potential future projects are identified to collect necessary information. We are committed to the success of your projects. It is our goal to exceed your expectations and deliver complete and successful projects that will have a beneficial impact on the community. Should you have any questions regarding this submittal, please contact Greg Watanabe at (949) 585-5215 or via email at Greg.Watanabe@ghd.com. Sincerely, Greg Watanabe, PE Project Manager Item 15. - 23 HB -236- GHD for City of Huntington Beach 12 REQUEST FOR PROPOSAL VENDOR APPLICATION FORM TYPE OF APPLICANT: ❑ NEW F-_J CURRENT VENDOR Legal Contractual Name of Corporation: G H D Inc. Contact Person for Agreement: Greg Watanabe, PE Corporate Mailing Address: 175 Technology Drive Ste 200 City, State and Zip Code: Irvine, CA 92618 E-Mail Address: greg.watanabe@ghd.com Phone: 949 585 5215 Contact Person for Proposals: Greg Watanabe Title: Project Manager Business Telephone: 949 585 5215 Is your business: (check one) ❑ NONPROFIT CORPORATION Is your business: (check one) Fax: 949-648-5299 E-Mail Address: greg.watanabe@ghd.com Business Fax: 949-648-5299 0 FOR PROFIT CORPORATION CORPORATION ❑ LIMITED LIABILITY PARTNERSHIP ❑ INDIVIDUAL ❑ SOLE PROPRIETORSHIP ❑ PARTNERSHIP ❑ UNINCORPORATED ASSOCIATION 1 of 2 = 14R _') 17 Item 15. - 24 Names & Titles of Corporate Board Members (Also list Names & Titles of persons with written authorization/resolution to sign contracts) Names Title Phone Ashley J. Wright Chairman/Director, CEO ---- Stephen M. Quigley Director 519 884 0510 Ian K. Richardson Director 519 884 0510 Mike Moran Director 416 213 7121 J. Duncan Findlay Secretary 602 216 7225 Greg Watanabe Principal 949 648 5200 Federal Tax Identification Number: 980425935 City of Huntington Beach Business License Number: A29 789 (If none, you must obtain a Huntington Beach Business License upon award of contract.) City of Huntington Beach Business License Expiration Date: 01 /31 /201 8 2 of 2 I D. Service Category Firm Qualifications GHD is a world leader in science, engineering, and environmental consulting, operating in the global markets of water, energy and resources, environment, property and buildings, and transportation. We provide engineering, architecture, environmental and construction services to private and public sector clients. Established in 1928 and privately owned by our people, GHD employs more than 8500 people in 200+ offices to deliver projects with high standards of safety, quality and ethics across the entire asset value chain. Driven by a client -service led culture, we connect the knowledge, skill and experience of our people with innovative practices, technical capabilities and robust systems to create lasting community benefits. Greg Watanabe, Project Manager P: 949-585-5215 E: Greg.Watanabe@ghd.com GHD has been serving southern California communities since 1951, and our team has a long history of working collaboratively with municipalities, agencies, special districts, and private clients in the region. With 14 offices in California, GHD maintains a communal interest in the sustained prosperity of the west coast. Our local offices in Irvine, Moreno Valley, and San Diego are home to more than 70 professionals and we are also able to reach out to more than 400 staff members throughout California. GHD's financial stability is proven in our growth and ability to diversify our services and markets and there are no conditions that may impede our ability to provide the services requested. GHD is ranked # 29 cn the 2016 Top 500 Design Firms. We have provided three references on the following pages, along with a table of our additional experience. GHD for City of Huntingtor ' ' HB _23)9_ Item 15. - 26 References Well #1 Replacement, City of Huntington Beach The project included the demolition of an existing well that was decommissioned due to low yield and its replacement with a new well facility. The new well delivers 1,500 gallons per minute and is enclosed in a new CMU building designed to blend into and match the architecture of the adjacent single-family residential homes. The new building included separate rooms to house chemical injection equipment and storage containers for liquid chlorine and fluoride, electrical and instrumentation equipment, water sampling analyzers, natural gas/liquid petroleum gas fueled emergency generator, security equipment, and the deep well vertical turbine pump. The new 250 HP well pump is equipped with a VFD and the associated discharge piping is approximately 305 LF of 12-inch PVC. Chlorine gas is used for disinfection and is stored in 1-ton and 150-pound pressure vessels, with the removal controlled using a vacuum -operated, gas feed chlorinator. Well No. 1 also has a fluoride system consisting of a 100-gallon upright polyethylene chemical storage day tank and metering pump. The hydrofluosilicic acid is added to the well discharge water pipeline using a standard injection quill. To facilitate the service and maintenance operations of the pump equipment, a removable wall system and removable skylight panel was incorporated into the building design. Relevant Key Team Members: Greg Watanabe, Sarmad Farjo, Casey Raines, Eduardo Pinzon, Richard Guggiana, Mike Southworth Andy Ferrigno (714) 536-5291 AFerrigno(j�surfcity-hb.orq Project Dates: 2016 - Ongoing Value of Contract: $370,000 Caspers Wilderness Park Water Supply Improvements, Orange County Public Works GHD completed a study to evaluate various options to increase water reliability to Caspers Wilderness Park. The existing groundwater well was no longer producing sufficient water to park users and campers. The study evaluating several options including connecting to a private water main and constructing a new well. Orange County needed to replace the existing failing well and construct an additional tank to provide redundancy and expanded capacity in the event one tank was placed out of service for maintenance. GHD completed the design drawings for the new 25,000-gallon AWWA D-100 Welded Steel Potable Water Storage Tank and new groundwater well within the park. The new tank operates in conjunction with the existing 25,000-gallon welded steel tank. The design included a wireless SCADA system to monitor both tank levels and notify the well pump to deliver water to the tanks and the distribution piping from the new well and from the new tank. Relevant Key Team Members: Greg Watanabe, Casey Raines, Richard Guggiana Ted Pittman (949) 923-3782 ted. Pittman (a)occr.ocgov.com Project Dates: 2011 - 2016 Value of Contract: $500,000 Item 15. - 27 HB -240- GHD for City of Huntington Beach 14 e Lenain Water Treatment Plant Master Plan & Rehabilitation and Expansion, City of Anaheim GHD developed a comprehensive Facility Master Plan including cost and schedule for the replacement and rehabilitation (R & R) of facilities as well as expansion of the Lenain Water Treatment Plant (LWTP) from 15 to 20 mgd. GHD performed significant treatment optimization studies and optimization including Jar testing of various coagulants and hydraulic assessments of plant and distribution system. GHD has also established the Asset Management framework for the City and implemented the framework at the LWTP. The Asset Register includes about 800 total LWTP assets with detailed information regarding the condition and consequence of failure. The Register provides prioritization of plant improvements in support of the City's Capital Improvement Program, and a valuable tool for Anaheim to evaluate various operating scenarios and associated costs of infrastructure improvements. Three investment horizons of 5, 20, and 50 years were considered. Planned improvements originally proposed under the Facility Master Plan are being designed by GHD and include upgrades related to regulatory compliance, safety and security, water quality, plant reliability and plant expansion. There are numerous improvements spanning civil, mechanical, structural, architectural, electrical and instrumentation discipliners. Most notably the improvements related to this Water On -Call include the following: • Installation of a 12-inch modulating control valve at the Walnut Canyon Reservoir Inlet Structure to allow for directing raw water into the North Inlet to improve water circulation at the existing reservoir. • Complete redesign of the Bypass Structure which receives and distributes the raw water from the Walut Canyon Resrvoir and Metropolitan Water District, The Bypass Structure design includes replacements of the following: 36-inch welded steel influent and effluent pipeline; 16-inch welded steel pipeline, isolation valves, and pressure reducing station for the golf course's irrigation; 24-inch knife gate valves for emergency drains; and 24-inch plunger valves and associated electric motor actuators. • Cleaning and flushing system for the Washwater Recovery Tank for removal of the built-up sludge that accumulates on the tank floor. System will consist of a series of multiple 2-inch water jets that will penetrate the tank shell at different locations around the circumference of the tank. Relevant Key Team Members: Greg Watanabe, Jamal Awad, Casey Raines, Eduardo Pinzon, Sarmad Farjo, Richard Guggiana, Mike Southworth, Myung Choo Michael Fileccia (714) 765-4427 mfileccia(a�anaheim.net Project Dates: 2015 - Ongoing Value of Contract: $1.5 M GHD for City of Huntingtor ' HB -241- Item 15. - 28 CD • • • • • ^ N .ProjectDescription InformationClient Dates Andy Project includes the relocation of an existing 33-inch water transmission main that parallels Ferrig no, Sr. 1=eed _i Civil Design: Westminster Boulevard and crosses beneath the 1-405 Freeway. The relocation is r'aksClsttli, Greg Watanabe, necessary to accommodate an upcoming OCTA/Caltrans project that will widen Engineer $200K Woat Orahge 2017 - Sarmad Farjo, Westminster Boulevard and the 1-405 Freeway and ultimately conflict with the existing 714-536- oc�rttyr Water Ongoing Casey Raines, waterline alignment. GHD was retained to relocate the waterline through a new tunnel 5291 Const: �AFerrigno(a� Jeff Knauer $3M approximately 400 lineal feet across the I-405 Freeway approximately 1/4-mile south of the ph surfcity existing crossing. Other design elements include approximately 3,200 lineal feet of new hb.Ji or pipelines. Mark GHD is the Designer of Record for the project which consists of the replacement of Dowsing, approximately 16,809 linear feet 3.2 miles of existing 6-inch diameter and 8-inch PP Y ( ) 9 t�rou 1AC'Project Design: diameter asbestos cement (AC) water mains with 8-inch diameter polyvinyl chloride (PVC) WteC a. Manager 2016 - Greg Watanabe, $210k pipe in the Ridgeview-Webster area of San Diego. Other aspects of the project entail an Cyr-€5u 760-597- Ongoing Casey Raines evaluation of existing fire hydrant's spacing and a fire hydrant design layout that would o;5att ilisg 9660 Const: comply with the Cit s fire hydrant spacing guidelines; evaluation of existing utilities P Y Y' Y P 9 9 9 A, mark(a orionc $4.1 M including separation requirements; and curb ramp design. Design coordination is also onstruction.co needed for topographic survey data collection and geotechnical borings needed to obtain m '' �` subsurface soils information required for the pipeline design. , ,� �� „a�i Mark Greg Watanabe GHD is designing new and improved elements of a recycled water distribution system Rtfh Dowsing, g Project , Casey Raines, Design: which will expand the use of recycled water and improve the water aquifer by providing a Water, � ve)ranps Manager Rick Guggiana, $1.9M seawater intrusion barrier. The project includes two pumping stations, over 50,000 linear li, MC9 *6 760-597- 2014 - Mike feet of reclaimed water pipelines, four horizontal directional drill crossings, service a i 'tpehdt�tcn 9660 Ongoing Southworth, Const: connections, 350,000 gallon reservoir, sixteen injection wells for seawater intrusion barrier, P mark .bo Mike Tocher, $21 M and two 75,000 gallon balancing reservoirs. The design includes preparation of permit Str4rCt i�ra Dave Vossler applications for injections wells, recycled water services, and approval of pipe separations for lines. o nstruction.cnneo m AN potable/ recycled/ wastewater Rick GHD is currently the Program Manager/Owner's Engineer for South Coast Water District C)oheny, Shintaku, Design: for this 5 -15 mgd ocean desalination project. GHD's role for the current planning stages 0616aliir ti6h � Chief $8M of the project includes preparation of the Preliminary Design, managing and preparing the Project Engineer 2015 - Greg Watanabe, Environmental Impact Report and numerous supporting technical studies, managing the stlth that �; 949-342- Ongoing Casey Raines Const: Permitting process, evaluation of Project Delivery Methods including development of the Water 1152 $100M financial model and Value for Money Analysis, and managing the Public Outreach rshintaku(cDs process. Once the project moves into the execution phase, GHD will prepare bid cwd.or documents, and perform CM and OE duties on behalf of the District. GHD for City of Huntington Beach 16 Projbct, Locatlon� Client Project Team Mem I ber Project Project Description Client Information Dates Involvement Costs Mike GHD prepared the final design documents for the surface water facilities to divert 500 cfs Esquer, from the Santa Ana River through existing and new facilities for groundwater recharge in Santa Ana River Project Greg Watanabe, Design: the local Santa Ana Recharge Basins. Specific services completed under this contract r Recharge PCdlert Manager 2015 - Sarmad Farjo, $600k included a constructability and value engineering (VE) review on proposed conceptual Bart Bernardino 909-387- Ongoing Casey Raines, designs provided in the RFP, 2-D surface water hydraulic modeling analysis, design of 1Gal!4` MWD-1 9253 Richard Const: approximately 2,000 LF of 96-inch CML&C welded steel water transmission main pipelines mikee(a sbv Guggiana $12M and valving station, structural design of large reinforced concrete drainage and underground vault structures, and the electrical and I&C design of automated/remote mwd.com control facilities. ` Gabriel Torres, The project involves the construction of over 35,000 LF of pipelines. The Otay 1 st Pipeline y� Assistant Design: improvements consist of the replacement of the existing 30-inch and 36-inch transmission Otay 151 and 2„d Civil Greg Watanabe, $2.1 M pipelines with a 16-inch PVC distribution pipeline. The Otay 2nd Pipeline improvements Pipelines -West of Engineer 2015 - Casey Raines, consist of the replacement of the existing 30-inch and 36-inch pipelines with a 42-inch Highland Avenue, 619-533- Ongoing Ulysses Fandino Const: Pipeline. This project also consists of the replacement of approximately 2.3 miles of 8-inch "City of Satz Diego 4360 $29M and 12-inch water distribution mains. Additionally, a new PRV station and a new control z Gtorres@sa valve station at the University Heights Reservoir will be constructed. Caltrans permitting for (3) trenchless 60-inch tunnel crossings of the 1-805 freeway are required. ndie o. ov verse L-smosis Vincent Chee, Jamal Awad, Greg Watanabe, Design: GHD performed design to improve reliability and performance of the municipal reverse Treatmerit Plant Sr. Engineer Casey Raines, $420k osmosis water treatment plant. The project involves upgrading existing infrastructure, Rehabilitation- 310-285- 2014 - Mike extending asset life, improving treatment processes, enhancing plant reliability, and "City r 'Beverly 2521 2016 Sichard rth, Const$2.5M improving operator safety. Key attributes include: corrosion and material compatibility, Hills vche vchee(a�bev Richard $2.5M process evaluation and optimization, drain re-routing, discussions with DDW, water quality Gu iana and regulatory compliance, and electrical design. erlyhills.org `"Caddition Sam Kim, Assessment for $ Principal Design: The City owns a total of eight potable water reservoirs and elected to evaluate all eight due 1oncCete`�i�otable Eng. $40k to aging infrastructure. GHD was tasked with providing an evaluation of the reservoir, s Water Storage 714-741- 2012 - Greg Watanabe, appurtenances, mechanical equipment, well facilities and pump stations. In addition, a Reservoirs 5534 2014 Casey Raines Const: complete site security evaluation was performed for five sites. GHD also provided a capital City, Garden samk ci- $N/A improvement plan and budgeting cost estimates for recommended improvements. Grove garden- Improvements ranged from water quality upgrades to enhanced security measures. rove.ca.us c.n w GHD for City of Huntington Beach 17 O GHD will bring our experience within the City of Huntington Beach and our broad technical capabilities to this contract, helping us foresee and adapt to challenges to expedite successful projects. The City will benefit from the GHD Team's local knowledge and experience, as well as those lessons learned from other projects. Our water engineering team brings you the depth of resources required for your project's success. GHD's Water team in Irvine provides the benefit of quick response time, knowledge of local issues and conditions, and a cohesive design team. The GHD team and its subconsultants are highly qualified to quickly and readily respond to the needs of the City for this contract, including community meetings, time sensitive design changes, or to meet with the City for progress or needed impromptu meetings. We have worked on many similar on -call services for a number of local agencies including the City of Huntington Beach and understand the variety of the task order requests. Through our past experience, we have gained the knowledge and skills to successfully act on a moment's notice to address agency concerns, provide guidance and expertise in various public works projects, and facilities engineering design services to meet agency's schedule and deadlines. The GHD Team has the qualifications, experience, depth and capacity to meet the City's needs. We have been successful executing similar as -needed contracts such as: • City of Huntington Beach As -Needed Engineering Services • City of Irvine As -Needed Engineering Services • City of Anaheim As -Needed Engineering Services • City of Long Beach As -Needed Engineering Services • City of Moreno Valley As -Needed Engineering Services • Long Beach Water Department As -Needed Engineering Services • Eastern Municipal Water District As -Needed Engineering Services • County of Orange On -Call Engineering Services • City of Oceanside On -Call Stormwater and Water Quality Review • Central Basin Municipal Water District As -Needed Engineering Services • LIC Irvine Medical Center As -Needed Engineering Services GHD operates under the Practice Quality Management System ISO 9001:2008 and an Environmental Management System, ISO 14001:2015 which are certified by Lloyds Register Quality Assurance. GHD's Quality Procedures are also compliant with Federal guidelines and GHD has successfully undergone federal audits with respect to Quality documentation. Our Team understands that quality management is essential to the success of any project. As an integral part of our Project Management Plan (PMP), we will abide by a Quality Management Plan (QMP) for each task order. No matter the delivery method, all of our project and technical managers will work with their project delivery teams and your staff to achieve the highest quality deliverables. GHD will also develop a detailed Project Management Plan (PMP) that is shared with all team members, especially the City. This document provides a detailed plan for the execution of each task order under the contract. It includes the roles and responsibilities of each team member and establishes an independent Quality Control plan for each task. Mr. Watanabe will coordinate with the City to develop the PMP for each task order. Item 15. - 31 HB -244- GHD for City of Huntington Beach (8 Staffing Our project team members have been carefully selected to meet the necessary requirements to achieve the City's vision. Our Project Manager, Greg Watanabe, PE, will take on the important task of providing the best solutions to the City, while being supported by a qualified team of professional staff. He will serve as the City's main point of contact, and will be 100% committed to this contract. Our highly qualified subconsultants specifically selected to meet the needs of this contract include: AESCO for geotechnical engineering, Calvada for surveying, VCS Environmental for environmental, AirX for potholing, and Christian Development Company for architecture. These firms have successfully worked with us on previous and ongoing projects, acting as an extension of our staff. The resumes of key team members provided in Appendix A highlight the multidiscipline professionals within our project team and identify the project role and responsibilities assigned to them. Our organizational chart below identifies our team structure. Organizational Chart Greg Watanabe, PE Casey Raines, PE Tunneling Mechanical/HVAC Craig Camp Mike Southworth, ME Eduardo Pinzon, PE Site/Civil Construction Support Sarmad Farjo, PE Ulysses Fandino, PE GHD for City of Huntingtor ' ^ xB -245- Item 15. - 32 Key Team Members Team Member Name Role !!'!! Jamal Awad, PhD, PE PIC, QC Manager �i Jamal has over 25 years of experience with extensive experience in water quality, water treatment planning and engineering. Jamal is sought after nationally to support creative implementation of engineering solutions and innovative technologies assessments. Jamal has assisted numerous municipalities across southern California develop comprehensive planning and design documents for the replacement and rehabilitation of water facilities. Jamal is a seasoned leader and serves as a QA/QC Manager on many similar projects. =ru Greg Watanabe, PE Project Manager Greg has over 18 year of professional experience in capital improvement program and project management. His emphasis has been in the planning, analysis and design of wastewater collection systems and water distribution and transmission systems and hydraulic system modeling for public utility systems. His recent experience includes large diameter and high pressure pipeline facilities including sizes up to 96-inches and working pressures exceeding 550 psi. Greg has also managed the design and construction of award winning projects recognized by ASCE and has been published by ASCE at their International Pipelines Conference. n �. ��'rl, Casey Raines, PE Water Pipelines Casey is an experienced design engineer with over 11 years of applicable experience in the design and planning of pipelines. Her emphasis has been in drafting, hydraulic system modeling, master planning, and design of plans for pipelines, pump stations, reservoirs and pressure regulating stations. This experience has provided her with the ability to use multiple hydraulic modeling applications such as Innovyze's InfoWater and Bentley's WaterCAD. Casey is also proficient in the preparation of construction plans and technical specifications. n ;e,=f Eduardo Pinzon, PE Water Production Eduardo has over 15 years of professional experience in the initial planning, analysis and modeling, final design, construction support, and project management for the municipal water supply and wastewater industries. Projects developed have included conveyance systems such as potable and recycled water transmission and distribution mains; drainage pipes; booster/pump stations; lift stations; reservoirs; flow control and metered stations; and pressure control facilities, among others. He currently sits in various AWWA committees that develop and regulate design standards and practices of water storage facilities throughout the U.S. Item 15. - 33 HB -246- GHD for City of Huntington Beach 110 Subconsultants M AESCO (Geotechnical Engineering) gCa AESCO is SBE, DBE/UDBE, WBE, and CBE certified firm headquartered in Huntington Beach, CA. AESCO's geotechnical investigations have included: foundation and pavement design, settlement problems, compaction monitoring and testing, shallow and deepened foundations, earth retaining structures, landslide analysis/control, expansive/collapsing soils, construction dewatering/drainage, pipelines and utilities, etc. Laboratory testing is performed using ASTM, AASHTO, and other applicable specifications and guidelines. CRL VRF>R Calvada Surveying (Surveying) mun—wev me .;:c. Calvada Surveying, Inc. is a full service SBE, MBE, DBE, and DVBE land surveying firm (providing Topographic Surveys, ALTA/ACSM surveys, Boundary Surveys and Mapping, Telecom Surveys, Construction Staking, Environmental Surveys, 3D Scanning Services). Calvada uses the state of the art surveying equipment such as GPS, Leica HDS and has a unique field to office process to complete all survey projects. CALVADA also has approximately 30-40 employees. VCS Environmental (Environmental) V(S Environmental . TV U 1.: N ,,,q, VCS Environmental is a full service DBE environmental consulting firm with 17 staff located in San Juan Capistrano founded in 1996. VCS brings a diverse range of qualifications with decades of experience to provide expert solutions to each and every project — whether related to project entitlement, CEQA/NEPA, wetlands restoration, biology, jurisdictional waters and wetlands regulations or cultural resources. AirX (Potholing) VlAkX AirX Utility Surveyors (AirX) is a WBE and SBE firm providing quality Subsurface Utility Engineering (SUE) services in Southern California for over seventeen years. AirX provides an intelligent and systematic approach to accurately locate, identify and document subsurface utilities. CHRISTIAN Christian Development Company (Architect) COMPANY Christian Development Company offers all-inclusive architectural, due -diligence and environmental services. Owned and operated by David Christian, California Licensed Architect and Registered Environmental Assessor, each project will be completed with the utmost care, quality and adherence to budget, schedule and legal dictates. GHD for City of Huntington I A. HB -247- Item 15. - 34 Understanding & Methodology Section As outlined in the City of Huntington Beach's Request for Qualifications for On -Call Water Engineering and Profession Consulting Services, the anticipated task orders include designs for potable water pipelines and potable water production facilities such as wells, reservoirs and pressure regulating facilities. Upon review of the City of Huntington Beach's Capital Improvement Program, approximately three potable water projects are planned for design in the next three years, which are funded through water user rates and the Water Master Plan Fund. These projects focus on the construction of new potable water mains to optimize the distribution system, water main replacements due to corrosion, repair requirements, capacity or age, and potable water production improvements for system redundancy, efficiency and reliability. Water supply within the City is primarily pumped from the Santa Ana River groundwater basin with nine water wells in operation. The water production system improvements will ensure that the City can continue to utilize their local supply. GHD's approach to the Water Engineering related task services for the City will focus on an experienced Project Manager dedicated to the water industry who has insight as both a consultant and as a District Engineer for a municipal utility agency. Mr. Watanabe will provide overall project management and maintain effective communications with the City's staff throughout the duration of all Water Engineering Task Orders under this on - call contract. As GHD's Water Engineering Project Manager, Mr. Watanabe will be the City's direct line of communication between the City and GHD, participate in task order proposal preparation, budget development, and monthly invoicing. GHD has formal standardized project management procedures and protocol in place to effectively manage all of our projects. Within the first week of the contract award, we will prepare a Project Management Plan, which includes a detailed work plan that outlines our approach, schedule and identified deliverables, our QA/QC plan, and other pertinent information for the project team members. The Project Management Plan is distributed to the project team and the City. Mr. Watanabe is a current resident of Orange County and has delivered successful capital improvement projects for municipalities throughout southern California. He specializes in the planning, assessment, rehabilitation and design of water production, transmission and distribution systems and hydraulic system modeling for public utility systems. Mr. Watanabe will be supported by a team with extensive experience working with municipalities as both a consultant and in some cases as an employee. This unique experience provides insight into working with council members and executive management as well as stakeholders including residents, businesses, and City Operations staff. The following outlines GHD's experience in designs for potable water pipelines and potable water production facilities: Item 15. - 35 HB -248- GHD for City of Huntington Beach 112 Potable Water Pipelines GHD's team members have recently prepared plans that illustrate more than 250 miles of 6-inch to 96-inch water and recycled water pipelines. Our engineers have a wealth of linear improvement experience such as the design of new distribution systems to support expanding communities and the replacement or rehabilitation of existing systems in dense urban areas. Our team has worked with various public agencies to provide plans, technical specifications, and engineering cost estimates on projects in the past, such as the City of San Diego's Otay 15' and 2"d Transmission Pipelines and the West Orange County Water Board's Relocation of Feeder No. 2 at Westminster Boulevard. These projects required coordination and permitting with Caltrans and the governing City departments; development of traffic control plans; surveying; geotechnical investigations; and potholing. GHD's team is fully capable of providing the tasks necessary for a detailed design of new or capital improvements to the City's water system. The GHD team also has in-depth planning and modeling experience for water distribution systems. Our past master planning efforts have considered all aspects of community water systems, including supply, treatment, distribution, storage, metering, rate analysis, hydraulic modeling, watershed protection, security, staffing, and customer service. Our experience in the planning, hydraulic modeling and development of potable water and recycled water system studies for public utility systems ranges from small capacity studies and fire flow analyses to comprehensive utility master plans complete with capital improvement and financial implementation plans. GHD has applied numerous stand- alone, CAD based, and GIS based software programs such as those offered by the EPA, Haestad Methods/Bentley, MWHSoft/INNOVYZE, XP-Software, and Pizer. Potable Water Production Facilities GHD's engineers have designed and modified the equipment and site improvements for more than 35 well sites over the last decade in the Southwest U.S., including Orange County, Camp Pendleton, Huntington Beach, South Coast Water District, Bullhead City, Sun City, Scottsdale, Paradise Valley, Surprise, Buckeye, Maricopa, and the Gila River Indian Community. These well sites vary in design and their different features consist of above ground GHD for City of Huntington ^ ' " HB -249- Item 15. - 36 or submersible motors, discharges that run to centralized supply facilities or directly into distribution systems, and treatment such as arsenic removal, pH adjustment, de -sanding, and disinfection. Our design engineers have also designed more than 25 pump stations and storage facilities. These designs include large utilitarian stations capable of moving 60 MGD and elegant infill stations that blend into their community and merge engineering and art. The GHD team provides tank design and rehabilitation experience with tanks ranging in size from 200,000 gallons to 40 million gallons, including both welded steel and AWWA D100 pre -stressed concrete. For the Orange County Parks, a potable water storage tank and production well was designed by the GHD team at the Caspers Wilderness Park. The GHD team has also designed replacement potable water production well, Well No. 1, for the City of Huntington Beach. Internationally, the GHD southern California offices provided the designs for two replacement reservoirs, one new booster pump station and four pressure regulating facilities for the Guam Waterworks Authority. The existing steel reservoirs required significant repairs and were replaced with a 1.0 MG prestressed concrete design. Due to the topography, the zone served by one of the reservoirs had customers with high and low pressures. To mitigate the inability to relocate the reservoir, a new booster pump station and pressure regulating station was designed to maintain pressures within the desired range. Hydraulic analyses completed in InfoWater verified the storage volumes and requirements for the new pump station. These potable water production projects mentioned above required numerous disciplines working together as a team to accomplish the project's goals including civil, mechanical, structural, architectural, electrical and instrumentation. Project Delivery Approach To provide further clarification of the level of service GHD will provide, the following is our project delivery approach that will be implemented during a project engagement with the City. The frequency of communications between GHD and the City will be project specific and based upon initial ground -rules established upon the kick- off of each task order. Item 15. - 37 HB -250- GHD for City of Huntington Beach 114 The figure below illustrates the general approach that will be taken to execute each task order. Our proposed technical approach that will be taken to execute each task order is discussed in detail as follows and illustrated in the figure below: • During the Preliminary Design Phase, GHD will conduct site investigations and the preliminary design concepts will be established. Potable water pipeline alignments, construction methodologies, pipeline sizes/materials, production capabilities, identification of key challenges and the recommended solutions will be determined during this phase. One of the most critical aspects of project progress is accurate and comprehensive identification and locating of existing utilities. A thorough, comprehensive and accurate program to locate existing utilities will significantly minimize costly construction change orders or potential catastrophic damages during construction. GHD has developed a formal, multi -layered, and comprehensive approach to utility research that we employ on all our projects. Our utility research approach begins early it the Preliminary Design Phase and continues throughout the design. • Following the Preliminary Design Phase, GHD will proceed to the Final Design Phase where formal Plans, Specification and Estimates (PS&E) are prepared at milestone stages, typically 50%, 90% and Final. Having worked with the City on past projects, GHD is familiar with the City's standards and requirements and will utilize this knowledge to develop submittals that will exceed the City's expectations. Each subsequent submittal will address City's comments and approvals from all relevant stakeholders will be obtained. • GHD will provide technical support throughout the Bidding/Award Phase and answer bidder's questions. GHD will also assist the City through the preparation of contract addenda and award documents. • During the Construction Phase, GHD will respond to appropriate RFI's submitted by the Contractor. GHD will review construction submittals and shop drawings per the Contract Documents. At the conclusion of construction, GHD will prepare "As -Built" drawings based on the revisions documented by the Contractor. 3 314 GHD for City of Huntington ' "` HB -2 5 1 - Item 15. - 3 8 Appendix A - Key Team - Member Resumes 0 Jamal Awad, PhD, PE Principal -in -Charge, QC Manager Education: PhD, Environmental Engineering, Marquette University; MS, Civil and Environmental Engineering, UW-Madison; BS, Civil Engineering, Louisiana Tech University. CA#C50719 Connected: American Water Works Association; International UV Association - Americas Regional Vice President. Professional Qualifications: Dr. Awad has over 25 years of experience with extensive experience in water quality, water treatment planning and engineering. Jamal is sought after nationally to support creative implementation of engineering solutions and innovative technologies assessments. As Water Quality Manager for the LBWD, Jamal conducted detailed disinfection residual/DBP control evaluations and established system wide water quality criteria for distribution system maintenance. Project Manager, Lenain WTP Master Plan and Asset Management Utilities Department Anaheim, CA 12016 Developing comprehensive Facility Master Plan including cost and schedule for the replacement and rehabilitation (R & R) of facilities as well as expansion of the LWTP from 15 to 20-22 mgd. Performing significant treatment optimization studies and optimization including Jar testing of various coagulants and hydraulic assessments of plant and distribution system. Establishing the Asset Management framework for the City and implementing the framework at the LWTP. Performing detailed facility condition assessments at the plant and consequence analyses. The project includes significant pipe treated water pipe modifications to allow the delivery of the additional treated capacity into the distribution system. Deputy Project Manager, Owner Engineer for GRIP AWTF, Water Replenishment District of Southern California I Lakewood, CA I Ongoing Technical Services Lead as the Owner Engineer for the Water Replenishment District of Southern California's (WRD's) GRIP Advanced Water Treatment Facility (AWTF). The AWTF, with an initial capacity of 12 mgd and a maximum capacity of approximately 25 mgd, will treat tertiary effluent from the LACSD using microfiltration (MF) and reverse osmosis (RO) followed by ultraviolet advanced oxidation (UVAOP). Effluent from the AWTF will be used for groundwater recharge of local drinking water supply. The initial phase is expected be online in 2018, and it will achieve a significant milestone for WRD's water independence from imported water. Alternative Project Delivery is being used to implement the AWTF with an estimated construction value of $100 million. As the Owner Engineer for the project, GHD is preparing all contractual and engineering documents for the selection of the Design -Build (DB) Entity. The engineering documents establish the technical and design requirements with enough details for the DB Entity to develop a guaranteed maximum price (GMP) for the proposed project. The design requirements cover both the design/construction and the 4-year Transition Operation Period to be performed by the DB Entity. Project Manager, Alternative Analysis & Conceptual Design for Sunol Valley WTP, San Francisco PUC I San Francisco CA 12007 Managed a team of technical specialist to evaluate the expansion of the Sunol Valley WTP from 120 to 160 mgd sustained capacity. Also managed the Conceptual Design of the effluent Chlorine Contact Basin, future UV facility, and Storage reservoir. Assisted the Value Engineering team based on the preliminary design of the proposed facilities and provided significant final design QA/QC reviews. The project included significant chemical feed system modifications of the storage and feed facilities. A new 40-mgd floc/sed module was added, and all existing filters were upgraded and backwash facilities were modified. Completed P&IDs of the new facilities with a preliminary process controls narrative and how the new facilities integrated into the existing SVWTP SCADA system. Project Manager, WTP Retrofit Long Beach Water Department, CA 11994 Managed the process development studies for retrofitting the Long Beach Water Department's (LBWD) 25-million- gallon-per-day (mgd) water treatment plant with ozone facilities. Project Manager for operator training and startup and commissioning services for the Long Beach Water Department's 62.5-mgd new Water Treatment Plant. Developed the computerized operations manual for the plant. The training covered all aspect of flow measurements, flow controls, chemical feed and controls, and SCADA monitoring and controls. Also served as the Water Quality Manager for the Long Beach Water Department (34th largest City in the US) with direct supervision of the WTP Operations and WQ Laboratory, HB -253- Page 1 Item 15. - 40 Greg Watanabe, PE Project Manager Qualified: California State Polytechnic University, Pomona. BS Civil Engineering- Emphasis in Environmental Engineering. CA # C67618 Connected: American Public Works Association, American Society of Civil Engineers, American Water Works Association, Orange County Water Association, North American Society for Trenchless Technology, California Water Environment Association, Environmental & Water Resources Institute of the American Society of Civil Engineers, Inland Counties Water Association Professional Summary: Mr. Watanabe has significant experience in capital improvement program and project management, as well as construction management, with an emphasis in the planning, analysis, and design of water distribution and transmission systems for public utility systems. He has extensive experience as the contract manager for various agencies in southern California and is very familiar with the City based on his background managing a similar program for the City of Corona as District Engineer. Project Director I Newport Coast Sewer Lift Station Rehabilitation I Irvine Ranch Water District, Newport Beach, CA 12017 Rehabilitation of a 500-gpm sewer lift station including recoating of the wet well, CIPP lining of an 12-inch DIP force main, new discharge piping in a dry well, flow meter, access stairway, electrical switchgear and controls, odor control system and a temporary sewer bypass pumping system. Project Manager I Santa Ana River Spreading Basins Project I San Bernardino Valley MWO, San Bernardino, CA 12017 Managed the design of hydraulic facilities to capture and treat up to 500 cfs of Santa Ana River water discharged from the Seven Oaks Dam. The design included the a complete hydraulic analysis utilizing 2D modelling software to confirm the capacity of the concrete structures, structural design of a flow diversion, distribution wall, effluent structure, and 20-foot deep valve vault. The design also included approximately '/z-mile of 96-inch cement mortar lined and coated steel pipe. Project Manager I Wineville Extension Recycled Water Pipeline I Inland Empire Utilities Agency, Chino Hills, CA 12014 Oversaw the design of five -miles of 36-inch and one mile of 24-inch welded steel pipelines to extend the Agencies recycled water system from the Cities of Ontario and Fontana. This project included hydraulic modeling of the recycled water system to determine appropriate pipe diameters by running average daily demand, maximum daily demand, and ultimate deposition into the Agency's groundwater recharge basins. It also included the preliminary and final design of the pipeline and two turnouts discharging recycled water to groundwater recharge basins and a SBCFCD channel. This included the specification of a 24-inch and 12-inch plunger -type valves enabling the pressure system to discharge to open atmosphere. Quality Manager j P-1046B Reclaimed Water Conveyance Facilities I Orion Construction, MCB Camp Pendleton, CA I Ongoing Mr. Watanabe served as the project Design Quality Control Manager (DQCM) for the design -build of reclaimed water conveyance facilities. The project includes two pumping stations with two 40 hp vertical turbine pumps fitted with VFDs housed in CMU block building structures, over 40,000 lineal feet of reclaimed water pipeline, four horizontal directional drill creek crossings, service connections, 350,000 gallon welded steel reservoir, sixteen injection wells for seawater intrusion barrier, and two 75,000 gallon steel reservoirs. Technical Manager I Joint Transmission Main Unit 1, Reaches 1 & 2, Joint Regional Supply System I South Coast Water District, Irvine, CA 12013 Provided technical review and oversight during the design, permitting and construction of approximately 5,800 lineal feet of 60-inch cement mortal lined and coated steel pipe. Project replaced and realigned a reach of an existing 60-inch PCCP Joint Transmission Main (JTM) into an easement within the future extension of Lake Forest Drive from Bake Parkway to the SR-133 freeway. The pipeline is over 26 miles long and has a capacity of over 88 cfs. Quality Manager I Plant Brine Pipeline — Groundwater Reliability Improvement Program (GRIP) Advanced Water Treatment Facility (AWTF) I Water Replenishment District of Southern California, Pico Rivera, CA I Ongoing Quality Manager for the design of approximately 1,300 lineal feet of 16-inch HDPE pipeline to convey brine to an existing 63-inch Los Angeles County Sanitation Districts trunk sewer. The brine originated from the new GRIP AWTF that treats 10,000 AFY of tertiary recycled water for regulatory compliance. Item 15. - 41 HB -254- Page 1 Casey Raines, PE Water Pipelines Qualified: B.S. Civil Engineering, California State Polytechnic University, Pomona, 2007 CA/C76713 Connected: California Water Environment Association Professional Summary: Ms. Raines is a registered professional civil engineer with 11 years of experience in the design, planning and rehabilitation of sewer collection systems. Her emphasis has been in hydraulic system modeling, master planning, drafting, assessment, rehabilitation and design of sewer pipelines and pump stations. From the projects Ms. Raines has completed, she is proficient in the preparation of planning level studies, construction plans and technical specifications. Her software skills include ArcGIS, AutoCAD, Civil 3D, Flow Master, H2OMAP Sewer, H2ONet Analyzer, WaterCAD, InfoSewer, InfoWater, and Hydra. Project Engineer I Rose Canyon Trunk Sewer Joint Repair Project I City of San Diego, CA 1 2016 Project Engineer for the rehabilitation of a portion of the Rose Canyon Trunk Sewer consisting of 4.5 miles of 54- and 60-inch T-Lock PVC lined RCP piping using internal mechanical pipe seals and PVC liner repairs. The design also included the 32 MGD bypass pumping system which involved the installation of approximately 4,600 LF of 30- inch HDPE sewer bypass piping along the surface of dirt access roads and sidewalk in Genesee Avenue and stop logs in a sewerjunction structure. Project Engineer I Newport Coast Sewer Lift Station Rehabilitation I Irvine Ranch Water District, CA 12017 Project Engineer for the rehabilitation of the Newport Coast Sewer Lift Station consisting of a new CMU block electrical building, a new stairway to the dry well, CIPP lining of the existing 12-inch DIP sewer force main, rehabilitation of the wet well concrete and coating, and the redesign of the pump discharge piping to install flow and pressure monitoring devices. A comprehensive bypass pumping plan was also developed with requirements for built-in redundancy and noise abatement to mitigate risks and minimize impacts to the community. GHD's tasks for the rehabilitation included a condition assessment of the wet well and sewer force main, along with the preparation of bidding documents including plans, specifications, and a cost opinion. Project Manager I Alomar Avenue and Loara Street Sewer Improvement I City of Anaheim, CA 12016 Project Manager for a project that included a comprehensive sewer study of a proposed YMCA facility and the subsequent design of the recommended sewer improvements. A PDR analyzed the feasibility of nine flow diversions and alternative alignments to address the sewer deficiencies. The design project included the construction plans and project specifications for approximately 1,500 linear feet of 12-inch and 18-inch pipelines. Project Engineer I Facility Master Plan of the Lenain Water Treatment Plant I City of Anaheim, CA I Ongoing The Facility Master Plan for the Lenain Water Treatment Plant (LWTP) included a comprehensive plan, including cost and schedule, for the replacement and rehabilitation of facilities for current use and for a future expansion of the LWTP. The Facility Master Plan evaluated cost saving opportunities, ongoing O&M requirements, regulatory compliance issues and safety. It also provided a detailed analysis of an expansion of the LWTP which included a model in InfoWater of the City's distribution system. Project Engineer I P-1046B Recycled Water Conveyance Facilities I Marine Corp Base Camp Pendleton, CA I Ongoing Project Engineer for the P-1046B Recycled Water Conveyance Facilities project that will expand the use of recycled water at the Marine Corp Base Camp Pendleton and improve the water aquifer by providing a seawater intrusion barrier. The project includes two pumping stations, over 50,000 linear feet of reclaimed water pipelines, four horizontal directional drill crossings, service connections, 350,000 gallon reservoir, sixteen injection wells for seawater intrusion barrier, and two 75,000 gallon balancing reservoirs. The design includes preparation of permit applications for injections wells, recycled water services, and approval of pipe separations for potable/ recycled/ wastewater lines. Project Engineer I Wineville Extension Recycled Water Pipeline I Inland Empire Utilities Agency 12014 Project Engineer for the design of five miles of 36-inch and one mile of 24-inch welded steel pipeline to extend the IEUA's recycled water system from Ontario to Fontana. This project included hydraulic modeling of the recycled water system to determine appropriate pipe diameters by running average daily demand, maximum daily demand, and ultimate deposition into the Agency's groundwater recharge basin, preliminary and final design of the pipeline and two turnouts to discharge recycled water to the recharge basins and SBCFCD channel. HB -255- Page 1 Item 15. - 42 Eduardo A. Pinzon, PE Water Production Qualified: University of Southern California, MS Civil Engineering; Escuela Colombiana de Ingeniera, BS Civil Engineering CA#C74869 Connected: American Society of Civil Engineers, American Water Works Association, American Concrete Institute, American Institute of Steel Construction, New York Water Environmental Association Professional Summary: Mr. Pinzon has over 15 years of professional experience in the initial planning, analysis and modeling, final design, construction support, and project management of capital improvements projects for the municipal water supply and wastewater industries. Projects developed by Mr. Pinzon include conveyance systems such as potable and recycled water transmission and distribution mains; sewer trunk mains; storm water management and drainage pipes; booster and pump stations; lift stations; water supply storage facilities and reservoirs; flow control and metered stations; and pressure control facilities among others. Mr. Pinzon is an active stakeholder in the water supply and wastewater industries, and is always looking to excel in the inception, development and execution of water and sewer infrastructure projects and programs. Mr. Pinzon currently seats in various AWWA committees that develop and regulate design standards and practices of water storage facilities in the nation. Senior Project Manager Water Well #1A Replacement I City of Huntington Beach — Department of Public Works I Huntington Beach, CA I Ongoing Manage the planning and design of the water well replacement improvements including site development, grading, drainage and paving, well vertical pumping units, 12-in steel discharge piping and metering station, architectural and structural design of the reinforced masonry well pump building, fluoride and chlorine layouts, electrical layout, emergency generator, and perimeter wall along the site. Civil Section Manager / Lead Engineer, JFK Water Meter Vaults Replacement I New York City — Department of Environmental Protection (NYCDEP), Borough of Queens, NY 12015 Designed potable water supply metering vaults at three (3) different locations for the John F. Kennedy Airport including site layouts for during and post -construction stages, drainage, grading and paving, associated 24-in and 36-in ductile iron pipeline, valving and corresponding connections to the system, and erosion and sedimentation control. The design services also included all coordination for regulatory compliance, coordination with Port Authority of New York and New Jersey, NYC -DOT and MTA for the installation of the vaults within airport site and within public right-of-way, traffic control plans, and a construction sequence plan to phase the construction of the metering vaults in coordination with NYC and JFK shut down requirements. Project Engineer O'Ferrall Street Pump Station I Eastern Municipal Water District (EMWD), Mead Valley, CA 12012 Designed and provided engineering support during the construction of the O'Ferral Street Pump Station including site development, grading, drainage and paving, 18-in CML/CMC steel suction and 12-in CML/CMC steel discharge yard piping, booster station and unit piping layouts to include three (3) 40 hp and 1,650 gpm VFD vertical turbine pumping units, pressure reducing station, approximately 500 LF of 18-in C905 PVC and 500 LF of C900 PVC off -site pipeline, architectural and structural design of the reinforced masonry building with prefabricated roof wood trusses, and perimeter wall along the site. Project Engineer MARB/EMWD Pressure Reducing Station Western Municipal Water District (WMWD), Riverside, CA 12013 Designed and provided engineering support during the construction of the pressure reducing station to carry over potable water from WMWD to EMWD in the March Air Reserve Base in the City of Riverside. Pressure reducing station included 8-inch unit piping, electrical controls, site layout including paving and drainage. Project Engineer Gamble Avenue Pipeline I Western Municipal Water District (WMWD), Riverside, CA 12013 Designed approximately 1,200 LF of 12-inch PVC C900 potable water replacement pipeline and associated interconnections to the existing system. The services provided included the development of a construction phasing plan to ensure existing services would remain uninterrupted throughout the construction period. Item 15. - 43 xB -256- Page 1 D. Craig Camp, EIT Tunneling Qualified: University of Idaho, BS Mining Engineering. Connected: Construction Management Association of America (CMAA), North American, Society for Trenchless Technology (NASTT), American Society of Civil Engineers (ASCE), Society of American Military Engineers (SAME), Society of Mining Engineers (SME of AIME), Western Chapter of NASTT (WESTT) Professional Summary: Mr. Camp has over 38 years of experience in underground construction. His expertise encompasses all phases of microtunneling and other trenchless construction methods including conceptual design reviews, preliminary design reports based on anticipated ground conditions, production estimates, specification reviews, drawing reviews, geotechnical baseline reports (GBR) reviews, project cost estimating, and resolution of project issues. He has been involved in over 100 trenchless construction projects installing over 250,000 feet of pipelines throughout North America, including Miami International Airport in Florida; JFK International Airport in New York; Nimitz Reconstructed Sewer in Honolulu, Hawaii; and Novelty Hill Sewer in Seattle, Washington. Mr. Camp has worked with contractors, engineers, and owners in both the public and private sector markets to assist in the resolution of project issues. Tunneling Manager San Juan Creek 30-inch ETM Replacement Project I Orange County Public Works, CA, USA Owner's third -party reviewer and inspection during construction of Moulton Niguel Water District's Effluent Transmission Main (ETM) replacement. Provided review of contractor's submittals and microtunneling equipment inspection. Project included design and construction of 2- 50-foot deep water tight shafts, microtunneling under two flood control levies, one on either side of San Juan Creek, and under San Juan Creek for approximately 280 feet. Technical Expert Santa Ana River Interceptor (SARI) Project Orange County Sanitation District I Fountain Valley, CA, USA Technical expert for trenchless construction. Project design required the construction of tunnels relocating four miles of existing interceptor sewer pipeline out of the Santa Ana River scour zone. The project included 4,700 feet of microtunnel installations in 3 segments with 1 siphon crossing under the Santa Ana River and a crossing through the Whittier -Elsinore Fault Zone. Two microtunnel drives were curved, including the longest drive of 1,550 feet. Tunnel diameters range from 77 to 104 inch to contain either 54-inch trunk sewer or smaller diameter HDPE triple siphons. Shaft depths range from 30 to 80 feet. Groundwater ranges from approximately 9 feet to 30 feet below ground surface. The soil is alluvium with abrasive gravel, cobbles and boulders. Duties during construction included engineering support for construction including RFI and submittal review. Design Reviewer Carlsbad Conveyance Pipeline and Flow Control Facility (FCF) Project I San Diego County Water Authority I San Diego, CA, USA Owner's tunnel design reviewer for Design -Build contract. Engineer for owner's review of the design -build contractor's construction drawings and contractor's submittals for approximately eleven (11) 100-foot long tunnels, two (2) 1,000 to 2,000-foot long tunnels, and associated pits and shafts. The design -build project includes 10 miles of new 54-inch pipeline and 27,100 feet of relined pipeline for the transmission of desalinated potable water within commercial and residential neighborhoods of northern metropolitan San Diego County. Project Engineer & Cost Estimator Otay Recycled Water I Otay Water District San Diego and Chula Vista, CA Project Engineer and Cost Estimator during preliminary design. Provided specialized preliminary trenchless design services and cost estimates for the design engineer. Project Manager and Project Engineer during horizontal directional drilling (HDD) construction. Supervised HDD construction inspection and assisted in resolving tunnel related construction issues. The Otay Recycled Water project consisted of a 30-inch cement mortar lined reclaimed water pipeline transferring water from the South Bay treatment plant in San Diego to a storage facility in Chula Vista. The six -mile project had one 1,500-foot reach under the Otay River installed using HDD. The pipeline also passed though suburban neighborhoods and commercial footage roads. Three crossings were in dry, dense material, while three crossing were in saturated loose alluvial deposits. HB -257- Page 1 Item 15. - 44 Sarmad Farjo, PE, CP Site/Civil Qualified: BE in Civil Engineering. 1991 Connected: Member of California Board of Professional Engineers. ASCE — American Society of Civil Engineers. APWA — American Public Works Association. ASEM — American Society of Engineering Management. MIPENZ — Member Institute of Professional Engineers New Zealand Professional Summary: Mr. Farjo has over 26 years of civil engineering design and project management experience. He has extensive experience in pavement rehabilitation and design, roadway design, roadway widening, intersection upgrade and widening projects, traffic control, traffic signals, signing and striping projects, major infrastructure projects for public utility companies/agencies, and major land development projects for public and private clients. Mr. Farjo has extensive experience dealing with regulatory agencies and Caltrans for permitting and his extensive project management experience will greatly benefit the City of Corona on this Contract. Project Manager Cycle 6 and 7 Pedestrian and Bike Facility Improvements I City of Moreno Valley, CA Project Manager for the full design document for the widening of Alessandro Boulevard, Perris Avenue, and Bodriaea Road, Mr. Farjo provided complete and experienced direction to include R/W engineering, drainage solutions, and overall grading design to assure all civil engineering standards were met for a sound constructible design bid plans, specifications, and cost estimate. The project challenges included utility relocations and timely determination of right-of-way needs to move into the R/W acquisition process as well as the relocation of utility poles preceding the construction start date. Project Manager Ball and Sunkist Intersection Improvements I City of Anaheim, CA Project Manager for the design of the Ball & Sunkist intersection near Highway 57 in Anaheim CA. The objective of the project is to increase the capacity of the intersection since it is under sized for the current and projected traffic demands. The project includes widening the road width to fit additional lanes and signal modifications. The design is especially challenging due to the constraints on all sides by various businesses and residences. Principal -In -Charge Streamview Drive Improvement JCity of San Diego, CA PIC for roundabouts and traffic calming measures along Streamview Drive. Project includes design of two roundabouts designed to fit within the existing right of way along a residential collector street. The project also includes traffic calming measures such as chicanes, designed to work with parking in the median and along the shoulders. Principal -In -Charge Callado Road Green Street ICity of San Diego, CA PIC for the design of a pilot green street BMP project for the City of San Diego. As the project director, responsible for coordinating with the client and the project manager to ensure all activities progress in time and within budget. Project Manager Manhattan/Highland Pavement Rehab City of Manhattan Beach, CA Project Manager for a pavement rehabilitation project for two arterial roads in the beach community of Manhattan Beach. The objective of the project is to evaluate pavement and provide alternative rehabilitation options as well as upgrade ADA curb ramps to comply with ADA standards. The preliminary investigation stage is completed and we are currently working on the 90% plans. Principal -In -Charge Palm Avenue Improvement I City of San Diego, CA PIC for a 1.5 mile roadway design project. The project consist of intersection widening, new signal design and signal modification, drainage design, geometric design, bus pads, ADA access, storm water management, and bike/pedestrian access design. Item 15. - 45 HB -258- 0 Ulysses Fandino, PE Construction Support Qualified: Professional Civil Engineer registered with the State of California: CA/C64558 M.S. Civil Engineering, California State University, Long Beach, 2001 B.S. Civil Engineering, California State Polytechnic University, 1998 Professional Summary: Ulysses Fandino is a civil engineer and project manager with 19 years of total experience in planning, design, and construction of sanitary sewer and water pipeline projects, often up to 27 inches diameter. This work has entailed master planning and condition assessment for gravity sewers and storm drains, design of potable water pipelines, trenchless design of sanitary sewers via bore -and -jack and pilot -tube microtunneling, sanitary sewer rehabilitation, potholing utilities, and permitting. He has served municipal and federal clients throughout California and Arizona. Project Manager I Otay 1st & 2nd Pipelines West of Highland Avenue I City of San Diego Public Works Department, CA 12015-Current This water transmission pipeline replacement project for the City of San Diego replaces 5 miles of 16-inch through 42-inch water transmission pipelines and approximately 2.3 miles of 8-inch through 12"-inch water distribution mains. The project includes a new PRV station and a new control valve station at the University Heights Reservoir. The project also includes Caltrans permitting for three (3) trenchless 60-inch tunnel crossings of the 1-805 freeway. The project will overlay streets with new AC pavement, replace approximately 140 new ADA curb ramps and upgrade accessible parking along several neighborhood streets. The construction is scheduled to begin in 2018. Project Manager I Newport Coast Sewer Lift Station Rehabilitation Project I Irvine Ranch Water District, Newport Beach, CA 1 2015-2017 Served as the Project Manager for the complete rehabilitation design of the 500-gpm regional Newport Coast sewer lift station that includes the recoating of the wet well, new CIPP lining for the 12-inch DIP sewer force, sewer bypass pumping during the wet well and dry well rehabilitation. The dry well rehabilitation involves a new innovative discharge header that doubles back on itself, a new 30-foot deep underground stairwell for improved ingress/egress to the dry well, and improved ventilation. The project also includes constructing a new CMU block electrical control building with new PLC and MCC equipment, and a new chemical odor control system. Project Manager I Sanitary Sewer Master Plan for the West Anaheim Area I City of Anaheim Public Work Department, CA 12015-Current Prepared the master plan update for the West Anaheim Area sewer systems. The project involves wet weather flow monitoring, using H2O Map hydraulic modeling and ArcGIS software to identify sewer lines requiring rehabilitation and/or replacement, preparing cost estimates for sewer lines needing improvements for the existing and build -out land use conditions, and determining the financial plan for obtaining the funding sources on building the proposed sewer improvements. Project Manager I Alamitos Barrier Improvement Project I Orange County Water District, Seal Beach, CA 12014 Managed the preparation of engineering design reports, plans, specifications, and cost estimate for the wellhead installation of 17 new injection wells and 4 new monitoring wells along the Los Alamitos Channel in Seal Beach to augment injection capacity along the north -south reach of the Alamitos Barrier. Other design elements include design of 24-foot high temporary noise barriers (sound walls), phasing and planning of well construction activities, and well telemetry/SCADA design coordinated with OCFCD and LA County Department of Public Works. Project Engineer I Truckee River Interceptor Rehabilitation I Tahoe -Truckee Sanitation Agency ( Truckee, CA 12014 Completed the design plans, specifications, and engineer's construction cost estimate for the CIPP trenchless rehabilitation of 1,250 LF of 24-inch RCP and DIP sanitary sewer. Tasks include alternatives analysis, rehabilitation design, bypass design, environmental review and permitting. The project alignment passed under the Truckee River twice, through a private condominium complex, and along a heavily traveled recreational bike trail. Project Manager I Water System Replacement Design Project I Air Force Civil Engineering Center I Pillar Point Air Force Station, CA 2013 Completed the design plans, specifications, and construction cost estimate for the replacement of the existing 3-inch potable water system at Pillar Point AFS. The replacement design included a comprehensive Basis of Design report, hydraulic modeling, surveying, geotechnical analysis, a new booster pump station, and coordination for sensitive habitat and archeological areas. HB -259- Page 1 Item 15. - 46 are Dave Vossler, PG, CEM Hydrogeology Qualified: B.S Geology, Sonoma State University, Rohnert Park, CA; Registered Environmental Assessor (former CA registration); Hazardous Waste Operations and Emergency Response (HAZWOPER) 40-Hour Training Professional Summary: Mr. Vossler is a Senior Geologist with more than 30 years of experience in performing environmental investigations to evaluate soil, surface water and groundwater contamination including underground storage tanks (USTs), resource conservation and recovery act (RCRA) and comprehensive environmental response and compensation and liability act (CERCLA) projects. His strong technical background, project management and remedial experience have led to successful innovated approaches to site investigations, remediation and eventually site closures. Mr. Vossler has evaluated and designed cost-effective remedial approaches to a variety of environmental conditions. He has conducted and/or managed over 450 environmental investigations at UST, industrial, semi- conductor, State and Federal manged properties and military sites. These investigations involved releases of refined petroleum products, chlorinated solvents, dioxians, metals, pesticides, aerialy deposited lead and industrial waste. Mr. Vossler has supported construction projects through initial site charactorizations, specification preparations,import and export of materials, soil and groundwater management services. Project Consultant Caspers Park Domestic Well, Orange County, CA Provide technical support in the water supply design and installation. Because of the tight confines of the drill site and lack of space to manage drilling fluids and waste, special handling protocol was implemented. The supply well was designed to provide potable water in this remote location. Project Manager Alhambra Water Company I Various Locations Project Manager for the research and installation of high volume and high quality production water wells for a large retail bottling company. Responsible for site selection, drilling, well design, aquifer testing, pump selection and aboveground delivery system design. Also responsible for the laboratory analytical data evaluation, report preparation and client liaison with property owners. Two northern California locations were chosen and high volume water wells were designed, installed developed and tested. The pump systems for these wells were also designed and constructed along with a reverse osmosis (RO) treatment systems and distillation systems. Project Consultant Lake County Municipal Well Installation, Local Water District, Lake County, CA Mr. Vossler provided technical support to project on well citing, drilling, well design and aquifer testing study. Worked with local water district and subcontractors to provide new high volume and high quantity water supplies. Drilled, logged and prepared a new design based on test wells and hydrogeologic analysis. Oversaw the well installation, construction, development and testing. Well siting and correct design were used to maximize the production goal set by the Water District. Project Consultant City of Davis Municipal Well Odor Problem, JDavis CA Mr. Vossler provided technical support to the lead hydrogeologist to resolve an odor problem in a Municipal well that was taken out of service. Design support for a sampling program and methodology to collect gas samples from the formational water. The study indicated entrained sulfide and hydrocarbon vapors from regional natural gas fields. Technical Advisor Municipal Well Sanding Problem I Sonoma County, CA Mr. Vossler was the technical advisor in the planning and testing of a previously installed municipal well with high turbidity and sanding problems. Well was evaluated for replacement or rehab. Used innovated development techniques and interval specific development to rehab the well for use. Problem identified was a lack of development after the well was originally drilled and the borehole mud cake left in place. Project Manager Emergency Replacement Well, City Of Willits, Ca Managed and supervised the installation of a test well to determine the water quality of three target production zones. Designed a multiple screened well to facilitate the zone testing of groundwater. The test well also provided necessary information regarding potential influence of local streams and wetlands. Cuttings were logged and borings were e-logged once complete. Evaluated the analytical data, lithological and a -logs and prepared a final well design and specifications, eliminating low quality zones. Item 15. - 47 HB -260- Page 1 HB _26 1 - Item 15. - 48 EXHIBIT "B" Payment Schedule (Hourly Payment) A. Hourly CONSULTANT'S fees for such services shall be based upon the following hourly rate and cost schedule: B. Travel Charges for time during travel are not reimbursable. C. Billing All billing shall be done monthly in fifteen (15) minute increments and matched to an appropriate breakdown of the time that was taken to perform that work and who performed it. 2. Each month's bill should include a total to date. That total should provide, at a glance, the total fees and costs incurred to date for the project. 3. A copy of memoranda, letters, reports, calculations and other documentation prepared by CONSULTANT may be required to be submitted to CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on any such product, CITY shall identify specific requirernents for satisfactory completion. 4. CONSULTANT shall submit to CITY an invoice for each monthly payment due. Such invoice shall: A) Reference this Agreement; B) Describe the services performed; C) Show the total amount of the payment due; D) Include a certification by a principal member of CONSULTANT's firm that the work has been performed in accordance with the provisions of this Agreement; and E) For all payments include an estimate of the percentage of work completed. Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is making satisfactory progress toward completion of tasks in accordance with this Agreement, CITY shall approve the invoice, in which event payment shall be made within thirty (30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the reasons for non -approval and the schedule of performance set forth in Exhibit "A" may at the option of CITY be suspended until the parties agree that past performance by CONSULTANT is in, or has been brought into compliance, or until this Agreement has expired or is terminated as provided herein. 1 Exhibit B 5. Any billings for extra work or additional services authorized in advance and in writing by CITY shall be invoiced separately to CITY. Such invoice shall contain all of the information required above, and in addition shall list the hours expended and hourly rate charged for such time. Such invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred is accurate. Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement. 2 Exhibit B Exhibit B Fee Schedule For services by GHD, Inc. Effective through June 30, 2018 Hourly Rates* Principal -In -Charge / QA/QC $205 - 245 Senior Project Manager $165 - 226 Project Manager $175 - 223 Senior Engineer $160 - 220 Project Engineer $150 - 180 Staff Engineer $115 - 155 CAD Designer $ 80 - 165 Drafter $ 75 - 120 Project Assistant $ 70 - 125 Employee time will be billed in accordance with the fees listed above. Standard computer and technology costs are incorporated into these hourly rates, as well as direct labor, overhead, and fringe benefits. These rates are subject to change on a semi-annual basis. Professional employees will not be charged out at premium charge rates for overtime work. Expenses and other similar project related costs are billed out at cost plus 15%. The cost of office consumables is billed on the basis of employee hours dedicated to the project at a rate of $6.00/hour. Mileage will be billed at $.535 per mile (or current IRS allowable rate) and parking expenses incurred by office employees are charged at cost. The services of outside consultants will be charged at cost plus 15%. (*) These rates do not apply to forensic -related services, or to work for which Prevailing Wage obligations exist. It is the responsibility of the client to notify GHD Inc, in writing if Prevailing Wage obligations are applicable, in which case the fees will be adjusted proportionate to the increase in labor costs. P100 P101 P102 P103 P104 P105 P106 P107 P108 P109 Pilo P111 P112 T150 T151 T152 T153 T154 T155 T156 T157 T158 T159 T160 T161 T162 T163 T164 T165 T166 T167 T168 T169 T170 T171 T172 AESCO Standard Fees Professional Staffing Schedule of Fees Effective September 2017 Cost (per hour unless otherwise noted) Principal Professional Engineer.............................................................................. $ 190 Senior Geotechnical Engineer................................................................................ $ 175 Project Engineer/ Manager.................................................................................... $ 150 Geologist................................................................................................................ $ 160 Quality Control Manager....................................................................................... $ 150 SeniorStaff Engineer.............................................................................................. $ 145 BuildingInspector.................................................................................................. $ 115 LaboratoryManager.............................................................................................. $ 105 LaboratoryTechnician............................................................................................ $ 95 CADD Operator/Draftsperson................................................................................ $ 75 Data Processing, Technical Editing or Reproduction ............................................. $ 75 Expert Witness Testimony..................................................................................... $ 380 Certified Payroll, per hr.......................................................................................... $ 145 Field Technician Cost (per hour) Special Inspector (Reinforced Concrete, and Masonry) ........................................ $ 100 Special Inspector (Structural Steel, Drilled -In -Anchors .......................................... $ 100 Special Inspector for Welding............................................................................... $ 100 DSA Class I Inspector.............................................................................................. $ 135 DSA Class 11 Inspector............................................................................................. $ 125 Special Inspector for Fireproofing.......................................................................... $ 100 Special Inspector Load Tests or Torque/Bolt)........................................................ $ 100 Special Inspector Rebar Sample............................................................................. $ 100 Special Inspector Pachometer............................................................................... $ 100 Senior Asphalt Placement Technician.................................................................... $ 110 Asphalt Placement Technician............................................................................... $ 100 Asphalt/Concrete Plant Technician........................................................................ $ 100 ACl/Caltrans Technician......................................................................................... $ 100 Senior Soils Technician........................................................................................... $ 115 Senior Grading Inspector....................................................................................... $ 105 Staff Grading Inspector.......................................................................................... $ 100 SoilsTechnician...................................................................................................... $ 100 PileDriving Inspector............................................................................................. $ 115 AWS Certified Welding Inspector........................................................................... $ 100 NACE Coating Inspector......................................................................................... $ 125 Field Coring Technician.......................................................................................... $ 100 Nondestructive Examination Technician, LIT, MT, LP ............................................ $ 105 Structural Steel Fabrication Inspector (AWS)......................................................... $ 105 Page 1 of 8 Schedule of Fees Effective September 2017 Fabrication Shop Inspections Cost (per hour) T173 Structural Steel Inspector (ICC/CBO)..................................................................... $ 100 T174 Structural Steel Inspector (AWS)........................................................................... $ 100 T175 Batch Plant Quality Control Technician/Inspector................................................ $ 100 T176 Reinforced Concrete, Prestressed Inspector......................................................... $ 100 Field Inspector/Technician Hours No Work Performed (Work Cancelled)............................................................................. Minimum 2-hour Charge All field services charge................................................................................Minimum 4 and 8-hour Charge Thereafter Regular Work Hours First 8 hours, Monday through Friday, between 5:00 a.m. to 5:00 p.m. Direct Project expenses outside services will be charged at Cost + 15%. Time and One -Half Any increment past first 8 hours through 12 hours, Monday through Friday First 12 hours on Saturday Shift between 3:00 a.m. and 5:00 a.m. Double Time Any hours past 12 hours Monday through Saturday, all day Sunday and Federal Holidays Field Analysis Cost (per hour unless otherwise noted) G200 Soil Boring with Hollow Stem Auger Drilling......................................................... $ 300 G201 Backfill Boreholes with Betonite, per foot............................................................ $ 15 G202 Backfill Boreholes with Grout, per foot................................................................. $ 30 G203 Drumming and Disposal of Clean Cuttings............................................................ $ 370 Mix Design Review Cost D250 Review of Concrete Mix Design............................................................................. $ 150 D251 Review of Grout Mix Design................................................................................... $ 150 D252 Review of Mortar Mix Design................................................................................. $ 150 D253 Review of Asphalt Mix Design................................................................................ $ 180 Page 2 of 8 Schedule of Fees Effective September 2017 A►ESCQ Sample Pick-Up/Hold Cost All hold samples are charged at the same rate as the testing rate U303 Technician for Specimen pick up, minimum 2 hours, per hour ............................. $ 95 U304Vehicle, per trip...................................................................................................... $ 65 Field Equipment Charges Cost E350Brass Mold, each.................................................................................................... $ 20 E351 Concrete Air Meter, per day.................................................................................. $ 40 E352 Concrete Unit Weight (Scale, Bucket, Rod and Mallet), per day ........................... $ 10 E353 Field Vehicle Usage, per day.................................................................................. $ 65 E354 Concrete/Asphalt Coring Equipment rental per hr, min 4 hrs and 8 hrs therafter $ 190 E355 Fireproofing Adhesion/Cohesion, per test............................................................. $ 15 E356 Hand Auger Equipment, per day............................................................................ $ 125 E357 Level D Personal Protective Equipment (PPE), per person per day ....................... $ 40 E358 Liquid Penetrating Consumables, per day............................................................. $ 20 E359 Magnetic Particle Equipment and Consumables, per day ..................................... $ 30 E360 Ultrasonic Equipment and Consumables, per day ................................................. $ 55 E361 Nuclear Density Gauge Usage, per hour................................................................ $ 15 E362 Compaction Test, per location/per test................................................................ $ 18 E363 Portable Concrete Laboratory -not including Technicians, per day ........................ $ by quote E364 Pachometer (Rebar Locator), per day.................................................................... $ 50 E365 PID Usage, per hour............................................................................................... $ 30 E366 Pull Test Equipment, per day................................................................................. $ 60 E367 Sand Cone Test Kit (Scale, Burner, Sand Cone Apparatus), per day ...................... $ 150 E368 Schmidt Hammer, per day..................................................................................... $ 40 E369 Torque Wrench, Small, per day.............................................................................. $ 15 E370 Torque Wrench, Large, per day............................................................................. $ 20 E371 Torque Multiplier (Skidmore), per day.................................................................. $ 75 E372 Miscellaneous Equipment Charge.......................................................................... $ by quote E373 Vapor Emission Kit, each........................................................................................ $ 45 Page 3 of 8 Schedule of Fees Effective September 2017 AESGO Schedule of Fees for Laboratory Services Concrete Tests Cost (per test) C400 6" x 12" Cylinder: Compression Strength (ASTM C39)........................................... $ 25 C401 6" x 6" x 18" Flexural Beams Not Exceeding Referenced Size (ASTM C78, C293, or CTM 523) ............................................................................................................................... $ 80 C402 Cylinders: Splitting Tensile Strength (ASTM C496)................................................. $ 80 C403 Core Compression including Trimming (ASTM C39).............................................. $ 50 C404 Coring of Test Panels in Lab, each......................................................................:... $ 25 C405 Diamond Sawing of Cores or Cylinders (ASTM C642)............................................ $ 25 C406 Density, Absorption, and Voids in Hardened Concrete (ASTM C642).................... $ 300 C407 Modulus of Elasticity Static Test (ASTM C469)...................................................... $ 125 C408 Unit Weight Including Lightweight Concrete......................................................... $ 65 C409 Drying Shrinkage Up to 28 Days: Three 3" x 3" or 4" x 4" Bars, Five Readings up to 28 Dry Days (ASTM C157).................................................................................. $ 375 C410 Additional Reading, Per Set of Three Bars ............................................ $ 45 C411 Storage Over Ninety (90) Days, Per Set of Three Bars, Per Month ........ $ 35 Concrete Block, ASTM C140 Cost (per test) C412 Compression (3 Required Per ASTM), each........................................................... $ 50 C413 Absorption/Moisture Content/Oven Dry Density (3 Required per ASTM), each... $ 80 C414 Linear/Volumetric Shrinkage (ASTM C426)............................................................ $ 90 C415 Web and Face Shell Measurements....................................................................... $ 35 C416Tension Test........................................................................................................... $ 150 C417Core Compression.................................................................................................. $ 45 C418 Shear Test of Masonry Cores: 2 Faces................................................................... $ 70 C419 Efflorescence Test (3 Required), each.................................................................... $ 35 Laboratory Trial Batch: Cement, Concrete, Grout and Mortar Cost (per test) L450 All trial batch for cement, concrete, grout, mortar, etc ......................................... $ by quote Brick Masonry Tests Cost (per test) M500 Modulus of Rupture: Flexural (5 Required Per ASTM), each ................................. $ 40 M501 Compression Strength (3 Required Per ASTM), each ............................................. $ 40 M502 Absorption: 5 Hour or 24 Hour (5 Required), each ................................................ $ 40 M503 Absorption (Boil): 1, 2, or 5 Hours (5 Required), each ........................................... $ 70 M504 Initial Rate of Absorption (5 Required), each ......................................................... $ 30 M505 Efflorescence (5 Required), each........................................................................... $ 75 M506 Core: Compression, each....................................................................................... $ 50 M507 Shear Test on Brick Core: 2 Faces, each................................................................. $ 70 Page 4 of 8 Schedule of Fees Effective September.2017 Masonry Prisms Cost (per test) M508 Compression Test: Composite Masonry Prisms Up To 8" x 16 ....................... ........ $ 180 M509 Compression Test: Composite Masonry Prisms Larger Than 8" x 16" ................... $ 240 M510 Masonry: Cutting of Cubes or Prisms..................................................................... $ 60 Mortar and Grout Cost (per test) M511 Compression: 2' x 4' Mortar Cylinders................................................................. 35 M512 Compression: 3" x 3" x 6" Grout Prisms, Includes Trimming ................................ $ 50 M513 Compression: 2" Cubes (ASTM C109).................................................................... $ 50 M514 Compression: Cores (ASTM C42)........................................................................... $ 50 M515 Mortar Expansion (ASTM C806)............................................................................. $ 275 Fireproofing Tests Cost (per test) F550Oven Dry Density.................................................................................................. $ 65 F551 Adhesion/Cohesions Testing, per hour, 4 hour minimum .................................... $ 100 Gunite and Shotcrete Tests Cost (per test) C420 Core Compression Including Trimming (ASTM C42)............................................ $ 50 C421 Compression 6" x 12" Cylinders........................................................................... $ 25 C422Compression: Cubes............................................................................................. $ 30 Soils and Aggregate Tests CoSt (per test) 5600 Atterberg Limits/Plasticity Index (ASTM D4318).................................................... $ 120 5601 Chloride and Sulfate Content (CTM 417, CTM 422)............................................... $ 135 5602 Consolidation, Full Cycle (ASTM 2435, CTM 219).................................................. $ 245 5603 Cleanness Value: 1" x #4 (CTM 227)...................................................................... $ 175 5604 Cleanness Value: 2.5" x 1.5" or 1.5" x .75" (CTM 227).................. I .......... I............. $ 275 5605 Corrosivity Series: Sulfate, Cl, pH, Resistivity (CTM 643, 417, and 422) ................ $ 190 5606 Resistivity.............................................................................................................. $ 100 5607 Direct Shear Test (ASTM D3080)............................................................................ $ 245 5608 Direct Shear Test, per point................................................................................... $ 95 5609 Direct Shear Test Sample Remolding (ASTM D3080)............................................. $ 35 5610 Durability Index Fine Aggregate............................................................................. $ 150 5611 Expansion Index (ASTM D4829, UBC 18-2)............................................................ $ 145 5612 Durability Index: Coarse Aggregate........................................................................ $ 150 5613 Maximum Density: Methods A/B/C (ASTM D1557 or D698, CTM 216)................. $ 175 5614 Maximum Density: Check Point abrasion (ASTM D1557)...................................... $ 65 5615 Maximum Density: AASHTO C (Modified) (AASHTO T-180)................................... $ 190 5616 Moisture Density Rock Correction......................................................................... $ 150 5617 Moisture Content (ASTM D2216, CTM 226).......................................................... $ 20 5618 Density: Ring Sample (ASTM D2937)..................................................................... $ 25 5619 Density: Shelby Tube Sample (ASTM D2937)......................................................... $ 35 Page 5 of 8 Schedule of Fees Effective September 2017 S620 Organic Impurities (ASTM C40).............................................................................. $ 85 S621 Failing Head Permeability (ASTM D2434).............................................................. $ 225 S622 R-Value: Soil (ASTM 2844)..................................................................................... $ 285 5623 R-Value: Aggregate Base (ASTM D2844)................................................................ $ 260 5624 Sand Equivalent (ASTM D2419, CTM 217)............................................................. $ 110 5625 Soil Classification.................................................................................................... $ 25 5626 Sieve #200 Wash Only (ASTM D1140).................................................................... $ 85 5627 Sieve with Hydrometer: Sand to Clay (ASTM D422).............................................. $ 260 5628 Sieve Analysis including Wash (ASTM C136).......................................................... $ 150 5629 Sieve Analysis Without Wash................................................................................. $ 90 5630 Specific Gravity and Absorption: Coarse (ASTM C127, CTM 202).......................... $ 85 5631 Specific Gravity and Absorption: Fine(ASTM C128, CTM 207) ............................... $ 150 5632 Swell/Settlement Potential: One Dimensional (ASTM D4546) .............................. $ 155 5633 Unit Weight Coarse Aggregate............................................................................... $ 70 5634 Unit Weight Fine Aggregate................................................................................... $ 70 5635 Voids in Aggregate (ASTM C29)............................................................................. $ 80 5636 Unconfined Compression (ASTM D2166, CTM 221).............................................. $ 90 5637 LA Rattler................................................................................................................ $ 185 5638 pH of soil................................................................................................................ $ 25 5639 Pocket Penetration Test........................................................................................ $ 10 Asphalt Concrete Tests Cost (per test) A650Asphalt Core Density.............................................................................................. $ 40 A651 Extraction % AC by Ignition Oven (CTM 382)........................................................ $ 145 A652 Gradation on Extracted Asph (ASTM D6507 ancID5444, CTM 202, and CTM 382) $ 100 A653 Moisture Content (CTM 370)................................................................................. $ 75 A654 Maximum Theoretical Specific Gravity (RICE) (ASTM D2041, CTM 309) ............... $ 160 A655 Specific Gravity and Absorption: Coarse (ASTM C127, CTM 206).......................... $ 90 A656 Specific Gravity and Absorption: Fine (ASTM C128, CTM 207).............................. $ 150 A657 Sieve Analysis (ASTM D5444 and C136)................................................................. $ 85 A658 Sieve Analysis with Wash (ASTM D5444)............................................................... $ 130 A659 Sand Equivalent (ASTM D2419)............................................................................. $ 125 A660 5 pt LTMD Bulk Specific Gravity (CTM 308, CTM 375)........................................... $ 275 A661 Flat and Elongated Particles (ASTM D4791)........................................................... $ 195 A662 Fine Aggregate Angularity (AASHTO T304 A) ......................................................... $ 185 A663 Maximum Density HVEEM (ASTM D1560)............................................................. $ 200 A664 Maximum Density Marshall (ASTM D1559 and D561)........................................... $ 200 A665 Mix Stability (CTM 304)...................................................................................................$ 200 Reinforcing Steel Cost (per test) R700 Bend Test: #11 or Smaller...................................................................................... $ 55 R701 Bend Test: Larger Than # 11.................................................................................. $ 85 Page 6 of 8 Schedule of Fees Effective September 2017 R702 Tensile Test: # 11 or Smaller................................................................................. $ 75 R703Tensile Test: # 14................................................................................................... $ 105 R704Tensile Test: # 18................................................................................................... $ 170 R705 Slippage Test In Addition to Tensile Test (Per Caltrans 52-1.08C) ......................... $ 180 R706 Tensile Test: Mechanical Splice # 11 and Smaller ................................................. $ 110 R707 Tensile Test: Mechanical Splice # 14..................................................................... $ 160 R708 Tensile Test: Mechanical Splice # 18..................................................................... $ 195 R709 Tensile Test: Welded # 11 and Smaller................................................................. $ 75 R710 Tensile Test: Welded # 14..................................................................................... $ 105 R711 Tensile Test: Welded # 18................................................................................... $ 170 R712 Sample Straightening for Bend or Tensile Test (if required) .................................. $ 50 R713 Testing Multi -Wire Steel Prestressing Strand......................................................... $ 270 Metal Testing Cost (per test) R714 Hardness Test (Rockwell) and Brinnel (ASTM E18)................................................ $ 65 R715 Hardness Test of Nuts............................................................................................ $ 75 R716 Hardness Test of Bolts............................................................................................ $ 90 R717 Hardness Test of Washers...................................................................................... $ 75 Concrete Coring Services Cost (per test) C423 Equipment Concrete (4 and 8 hour minimum), per hour .................................... $ 190 Individual Core Prices (all prices are for a four core minimum job): C424 Slab on Grade Coring for 2",3" and 4" Diameter (first 6" depth) each. $ 60 C425 Slab on Grade Coring for 6" and 8" Diameter (first 6" depth) each ..... $ 65 C426 Slab on Grade Concrete Core (price per inch after 6" depth) ............... $ 5 C427 Wall Cores 2",3" and 4" (first 6" in depth) each ................................... $ 75 C428 Wall Concrete Core (price per inch after 6" in depth), per inch ........... $ 5 (Wall core pries based on Contractor supplying access to area to be cored) Miscellaneous Concrete Coring Prices: C429 Patching Slab on Grade Cored Holes with 2500 psi Concrete Patch, each....................................................................................................... $ 10 C430 Thickness Determination per ASTM C42, each ..................................... $ 10 C431 Compression Strength Determination.................................................. $ 55 Asphalt Concrete Coring Services Cost (per test) Alternate Individual Core Prices (all prices are for a four core minimum job): A661 Asphaltic Concrete Cores 2",3" and 4" Diameter (First 6" in depth), each....................................................................................................... $ 60 A662 Asphaltic Concrete Cores 6" and 8" Diameter (First 6" in depth), each....................................................................................................... $ 60 A663 Asphaltic Concrete Cores price per inch after 6" in depth, each .......... $ 5 Miscellaneous Asphaltic Coring Prices: A664 Patching of Core Drilled Holes Using Cold Patch Material, each .......... $ 25 Page 7 of 8 Schedule of Fees Effective. September 2017 A665 Thickness Determination per ASTM C42, each ..................................... $ 25 A666 Specific Gravity for Determination of Percent Compaction per ASTM D 2726, each.............................................................................. $ 35 A667 Specific Gravity for Determination of Percent Compaction by paraffin, each....................................................................................... $ 55 Page 8 of 8 CALVADA SURVEYING INC Item Description Rate Schedule Unit Unit Price Surveying/CiviI Engineering One Person Crew & Equipment* Hour $175.00 Two Person Crew & Equipment* Hour $225.00 Three Person Crew & Equipment*/ Two Person Hour $275.00 Four Person Crew & Equipment* Hour $325.00 GPS Survey Crew/ two man Hour $275.00 HDS Survey Crew/two man Hour $295-00 Principal Hour $225.00 Director of Engineering / Surveying Hour $185.00 Project Engineer / Surveyor Hour $160.00 Planning & Engineering (Trouble -shooting) Hour $250.00 Project Manager Hour $150.00 Designer Hour $110.00 3-D Modeler Hour $110.00 Survey Technician Hour $100.00 Drafting/AutoCAD Technician Hour $95.00 Office Support Clerical & Delivery Service Hour/Ea. $60.00 Computer Time Hour $45.00 Reimbursable Cost In -House Reproductions Cost Printing and Materials Cost + 15% Express Mail, Courier, Next Day Service Cost + 15% Special Sub consultant Services Cost + 10°% Miscellaneous Services Per Diem (when required) Day $105.00 Consultation in Connection with Litigation, Hour $280.00 Testimony and Similar Matters Transportation Mile $.50 Overtime and Saturday Rates One Person Crew & Equipment Hour $250.00 Two Person Crew & Equipment Hour $330.00 Three Person Crew & Equipment Hour $400.00 * 4 Hour or 8 Hour Minimum Los Angeles 411 Jonks Circle, Suite 205, Corona, CA 92880 Phone (951) 280-9960 Fax (951) 280-9746 Denver 6551 So. Revere Pkwy, Suite 195, Centennial, CO 80111 Phone (720) 488-1303 Fax (720) 488-1306 San Fran Clsco 5000 Executive Parkway, Ste 298. San Ramon, CA 94583 Phone (800) 225-8232 UCS Environmental VCS Environmental 2018 Fee Schedule President $250/hour Director $215/hour Senior Project Manager $199/hour Project Manager $165/hour Assistant Project Manager $145/hour Project Coordinator $125/hour Office Assistant/Word Processing $100/hour REIMBURSABLE EXPENSES. Expenses incurred directly for the Client's project will be billed at the actual cost and are not included in the original contract amount. Expenses include, but are not limited to, reprographics, Federal Express, necessary transportation costs including mileage by automobile at the IRS reimbursement rate, toll road fees, meals and lodging, computer services and photocopying. PAYMENT DUE. Invoices are due upon presentation and shall be considered past due if not paid within 15 (fifteen) calendar days of the due date. Finance charges, computed by a "Periodic Rate" of 1-1/2% per month, will be charged on all past due amounts. CHANGE ORDERS. Change Orders may be subject to future fee schedule increases. VCS Environmental 130900 Rancho Viejo Road. Suite 100. San Juan Capistrano. Caiifomia 92675 1 W 949.469.2700 i 949.218.2442 i vcsenvironmental.com AIRX Utility Surveyors, Inc. Out of Town I Prevailing Wage Fee Estimate Summary January 11, 2019 Pricing on this document is valid for 90 days from the date above. Prepared For. City of HB on Cell Water Project Name: Varies projects In the Huntington Beach area Project Location: Huntington Beach, CA Total Number of estimated Potholes: Project Management & Report Preparation Pro)ect Management On SllefRecords ResearrhiRepod DmftinglAdmin. Specialty Trafning (Anticipated): Name of Training Potholing* Potholes less than 5' deep Potholes 5' to B' deep Potholes 6' to 11' deep Potholes I V or DeeperrTrenches (Hourly) USA Made-Outl Standby Coons. I OA & OC Pothole Layout wi Wet & Dry Utility Locating' Locating - 1 Man & Equipment (Else, Mall, Sonic, GPR) CCTV Push Cam Video & Locating wlMob (1 Man Crew & Equip) - Hourly Rate CCTV Video & Locating (2 Men Crew & Equip) - Hourly Rate CCTV Video & Locating (2 Man Crew & Equip) - LF Rate^ No. -:,:-0: hours @ $t30 perhour--, 30 hours@ M per hour - hours @ 3W per hour- $Ub-total No.:,<�; sr:----:p @ $LO Per hole=_ No - - , -a r. '!;: @ sun Per hole= No.. . .:: �-; .. ; o 5 @ 57.150 per hole= No -- 9� ('b -�- 0 i go$ hours ® r- perhouSo 395 per hot!=-- Sub4otal 30' No -:-: - •=_'_:�'0't hours 0 S195 i-s-h•.r• -: : $0-: No -0'1 hours @ $195 Per hma= . - $0 No . - :+W hours @ $330 per her= : '$Olt No r0.? LF @ IZ_7_§ per LF-- -: r$0,00-': Sub -total Traffic Control' Traffic-tmUROW plans-11'X17' No - :11: @ $175 pisheet= : ::. _4111 Traffic conboNROW Plans - D Sheets No 01 Call for quote `SO Permit Processing No-- 0' hours Q per hour-- 50= Minimal Traffic Cora" Equipment (Set-ups w/out TC & ROW Plans) No.. 0 = each @ $150 eadF Bike Lane, Shoulder or Narrow Lane closure (Excludes Arrow Bowd) No.. .. - 7 7 each @ $350 each-- Small Intersections(Standard Lane Closures (Up to 50(T+tapers) No ,," 'r:0. each @ JS0 eater Large IntersectionslMWBpfe Lane Closures N0.: _-': --.:: >-:..-W each @ $75D aadF Additional Armw Board No _ 0 -:. days @ $150 Perrier Night Work Premium No 0': nights@ per night Certified Flagman Addfl taborer No. Flagmen: 0 e $165 ; c., n•., r« Q hours= Sub -total Concrete and Asphalt Patching Aquaphaft Permanent Patch wlSaw Cut No F ( $130 each = AC Cold Alb( or Quick Set Concrete Patch WISaw Cut No. ... =-.. _. A `: @ W each = Backfdl- Sand and Native Sol No., M each= AC Hot Mix Patch wlSaw Cut No.. Cal for quote . .•t30': Coring-14'Diameter No.:::j_�[;_c=", ,:�<0 :'. @ $100 each= .�r••�.....' SuM1xW z;:::a;e:�$p�: Per Diem and Mobilization: Per Diem (# work days, f Man) No.. - 7 - - :0 - days @ W per day= Hotel (# work days, f Man) Ne :0'i nights @ $1175 per night-' Mobilization: L.ocatoror CON Unit &Grew No.. 0 hours@ Mobiizetlon: Hydro -Vac Unit, Support Trk & 2 Man Crew No.; 0 i hours @ $M per h(xr--� `30 Sub -total Spoils Dump Pee: Haulage and Dump Fee (NonHazardousorgy) No - . ;'* 0`- hours ® 250 Payload= Estimate Total: P. Paenfe Priom- - -31[illi l , (•) All mobiliration is charged pone) to podel. ('y CCTV inspection footage minimum is Sao LF per day offs-ise pricing never to the hourly rate. • Thls esllnaie mcWdes lfhe pwvls6nfor Preroilr;g wags PrwaHrg Wage raleaaro sal lq'Ihe Cafihxnie l7epedmanudhrdusfid Remiions (OIR)mud arn5jed fo duenge annually per DfHregrdalkna Faearalia.•aarng arega rare. wtR arse Pyyitappfrcetre. • Per Rama we Hotel Raare based m Ntavable Cadging and Meals & badderual Expense rates sal by the U.S. General Sarvkm Adc"sba0co ar due fhrs of csfkrare. • Thla fs an estunak only based on idled lhfarmaeon Provided. Ad/usmmnfs, changes andresponse m acfwl fiats canat� s may irr-ra added costs. Fhtallnwicino wrR relic adualworx hours oe,farmed. malariats W11hed arrdzervices uxavMed. • D.Bid Badge fee will apply unk as sponsored or escort is prwlded. • Potholing and! Excavation rate applies to typtd conditions of asphalt or concrete surface mat." 6' - S' in depth and dBatle soa candloti- EXees" suda<e material, ancrete ber-A h asphalt, cobble, dense day. CTB fuse, shany, calcheor other medium will be charged at the hourly rate listed on this estimate. • UtUityR.41-kirg: Unirbe_s previousymerked end aubaequerdyloot due m mndbr'ons beyond ourcovdrd shag nol6e rho reapwaslBURy ofA1FaC Ra- siding will be charged at pro affly focaergram dudaaled on lhla ea'dnnfe. Utility LeeaOng Afmimum change oft hours for LecaOng. CCTV Rales me based m 4?kal couehDors Coodilk r. such as standard elbows, size (pipe and find( of or ere accessibiLlystay pravent CCTVmceting&ksp lion orudliy.Locafing N.CCrv1.Nailed /Idaopor than 8fact andncl guaranteed due Mequperen? Amimliwra, CCTVXk.rcg exdude t jd5ng cfpfpa. Traffic cortud and Right of Way plan droving.. on 117.17' sheets, If D Sheets me requ md, addtbnal tees wdt apply. • Perm[ fees for right A way or lrafftc <onlrol panne review antl dep..K.. we in addition to the Estimate T.L.I. These fees will be paid byAtrX and cha,ged back b the Clientaloast pica 101G. AIrX omd guarantee turmarouud titres for permit pror>asa. • Standard traffic control Includes al signs, cones, barricades, sign stands and -tort tape and 1 a —board unless chemise spedrred. Specialty equipment such as n-typical dgrtage, ,sash barrels, rncnage boartsor K-Rai me additional. AkX can proAds eerWkd Ragman m additional laborers as needed at a rate of $16U per mart how. • Patchir'g Priclag allows for AC cold Parch, Quick Set Concrete or quality permsnerd patch with Aquaphad ocry. the of Aquaphah product is depempaM upon Agency acceptance and guaranteed for 9 yeara. Pleax request quote rather Patching material mrAC Hot Mi doriding is required. • Ragroad night of Way: Railroad PMecti a Liability Ircumn .91 lorequired forail work thihkt rallroad right ofway and may tequhe Ranged -designated gagging and uWRy mark -out personnel. Coordimtlon <r p +'.,onnel may affect wlmd ire d wwk. Foal tre ,M be paid for by Al0( and duargad bade to gee CUeK al and plus 10%. • Hazardous $polls: Testing, SomgS and Disposal of my material, hararri om-e, vda incur additional charge and based on project requirements. s. d rarpuired, faes be nil be paid for byltirX and charged back to the Cliental oast plus 10%. • If air excavation Is used, prising assumas that spots will be placed back Irdo the hula ohsita as back il. if dfsea disposal Is requtred, an additional fee will I. - Specialty training due to project mqukemerdc may Inew added time and cost and affect schedule of v k. • Work vdllin Calbar . miroad, environmentally senu:itare or contaminated areas may incur addillormt costs. • Hight worse a required, will kww adddlon ail well for balloon ILgMing, generators and barricade lights, • AN hales we based on a standard 40-hour vmrk Week Overtime, doubklirrte or holiday rates YA apply it appicahl e. • Payment terms ale 30 days from date of awdce. 1.5%per month thereafter. Authorization: X Inwice Contact Inwice Address: 1-ice Emai(s): X5- Ealnaln,Inlaaa arwse hdeds.9 a'- flux ,air MrxelMtghvdN,San.spond.- cease holude all pmaau Thal aeR la, recaivne lmckkV canaspanderr•, pleas. btluds aeparso. the, ua h• acaiAo, brvddrp cormspondo,rca Fee Schedule For services by Christian Development, LLC Hourly Rates Professional Architect $125 Expenses and other similar project related costs are billed out at cost. Bidder's List for Water & Engineering - 2018 Company Name CivilSource, Inc. Phone 1949-585-0477_.__ Civiltec Engineering, Inc. 626-357-0588 Dahl, Taylor & Associates 949-756-8654 Dc Engineering 949-753-9393 ERSC Inc. 951-765-6622 GEI Consultants, Inc. ! 916-912-4930 Geosyntec Consultants j 310-957-6100 GHD Inc 949-585-5218 HDR Engineering, Inc.. 1213-239-5800 ext. 5817 LEE & R0, Inc. 626-667-5385 Lockwood Andrews and Newnam 714-620-6520 Michael Baker Intl 281-908-5335 Pacific Advanced Civil Engineering, Inc. 1714-481-7203 Psornas 714-481-8026 Quantum Quality Consulting, Inc. 310-891-3994 SA Associates ` 626-821-3456 Tetra Tech 949-809-5208 West & Associates Engineering, Inc. 949-716-7670 Page 1 of 1 ®® CERTIFICATE OF LIABILITY INSURANCE DATE (2 6 / 2 YYYY) 03/26/2018 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. 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INSR LTR v TYPE OF INSURANCE ADDL SUBR POLICY NUMBER yl MM/DDYfYYYY MM/DDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE I OCCUR I- -nce) PREMISES(EaENTEoccu e $ 1,000,000 MED EXP (Any one person) _ - _$ 25,000 h1, A y 0310-4497 12/01/2017112/01/2018 PERSONAL &ADV INJURY �^ 000,000 $�_�_ AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 GENIE POLICRO- Y PE0. LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY ANY AUTO C.OMaBBIINdEDtSINGLE LIMIT (EaX $ 1,000,000 BODILY INJURY (Per person) $ B �� I OWNED SCHEDULED I AUTOS ONLY AUTOS BAP 3757423-02 07/01/2017 07/01/2018 BODILY INJURY Per accident ( ) $ NX HIRED NON -OWNED AUTOS ONLY Coll Ded: 500Cop Ded: 250 AUTOS ONLY rXX PROPERTYDAMAGE per aC ident $ Hired Physical Damag $ 100000 1 UMBRELLALIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE S EXCESS LIAR DED I RETENTION S $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N° (Mandatory in NH) NIA i I WC 0380936-02 i 07/01/2017 07/01/2018 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1 , 000 , 000 — �`--- E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below ! E.L. DISEASE - POLICY LIMIT $ 1,000,000 C Professional Liability i 031710989 i 12/01/2017 12/01/2018 Each Claim $1,000,000 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is requiredl On -Call Water Engineering 6 Professional Consulting Services Certificate holder(s) continued: The City of Huntington Beach, its officers, elected or appointed officials, employees, agents and volunteers are included as Additional Insureds as respects to GenefalP Wgpl TQt> QRNiequired by contract or agreement. s ICHAEL E. CERTIFICATE HOLDER CANCELLATION CIlYATTORNEY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SIR ID: 15853622 BATCH: 646544 \ 2 3 4 5 0 7 8 9 \0 \| |2 \] |4 |5 16 |7 |0 |9 20 2| 22 23 24 25 20 27 28 29 PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OFHLDNT[NGTONBEACH AND GBU,O4C. FOR ONCALL WATER AND ENGINEERING SERVICES Table nfContents Scopen[Services ..................................................................................................... CityStaff Assistance ................................................................................................ Term; Time nfPerformance ..................................................................................... CnnVponaudnn-----------------------------------2 ExtraWork ............................................................................................................... Method of Payment --------------------------------'3 Disposition nfPlans, Estimates and Other Documents --------------.3 HoldHarmless ......................................................................................................... 3 Professional Liability Insurance ............................................................................. 4 Certificate nfInsurance ............................................................................................ 5 Independent Contractor ............................................................................................ 0 Termination nfAgreement ....................................................................................... 0 Assignment and Delegation ...................................................................................... 6 Copyrights/Patents ---------------------------------7 City Employees and Officials .................................................................................. 7 Notices......................................................................................... 7 Consent-------------------------------------.'8 Modification............................................................................................................. 8 Section Headings ---------------------------------..8 Interpretation nfthis Agreement --------------------------8 Duplicate Original ---------------------------------.9 Immigration -------------------------------------9 Legal Bon'icea Subcontracting Prohibited ................................................................ 9 [ooa-----------------------------------]0 Survival ---------------------------------------|0 GoverningLaw ......................................................................................................... |0 Signatories................................................................................................................. 10 Entirety ---------------------------------------]0 PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: Water & Engineering SERVICE DESCRIPTION: Engineering support for City's annual Capital Improvement Program projects. VENDOR: GHD, Inc. OVERALL RANKING: 1 out of 18 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Associate Civil Engineer 3. Engineering Aid I. MINIMUM QUALIFICATIONS REVIEW • Written Proposal Score: Avg. of 94 Total Weiahted Maximum Criteria Score Score Proposal Clarity 8.7 10 Qualifications and experience of Firm, key individuals and sub - consultants. 23.7 25 Staffing 23.7 25 Understanding & Methodology 13 15 References 10 10 Local Vendor Preference 5 5 Interview (Optional) 10 15 Total II. DUE DILIGENCE REVIEW • Clients such as City of Irvine, City of Long Beach, City of Oceanside, and City of Huntington Beach (to name a few) • GHD's proposal was good, with extensive experience with water facilities desian. • Low end from $70/Hr for Project Assistant • High end to $245/Hr for Principal-In-Charc HB -469- Item 15. - 256 PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: Water & Engineering SERVICE DESCRIPTION: Engineering support for City's annual Capital Improvement Program projects. VENDOR: Pacific Advanced Civil Engineering (PACE), Inc. OVERALL RANKING: 2 out of 18 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Associate Civil Engineer 3. Engineering Aid I. MINIMUM QUALIFICATIONS REVIEW • Written Proposal Score: Avg. of 92 Total Weiahted Maximum Criteria Score Score Proposal Clarity 9 10 Qualifications and experience of Firm, key individuals and sub - consultants. 23.7 25 Staffing 22.3 25 Understanding & Methodology 12 15 References 10 10 Local Vendor Preference 5 5 Interview (Optional) 10 15 Total l iig DUE DILIGENCE REVIEW • Clients such as City of Anaheim, El Toro Water District, County of Los Angeles, and City of Huntington Beach (to name a few) • PACE's proposal was good, staff highly skilled in water treatment design, pump station, and have performed well for Citv proiects • Low end from $75/Hr for Assistant Designer • High end to $240/Hr for Principal Item 15. - 257 HB -470- PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: Water & Engineering SERVICE DESCRIPTION: Engineering support for City's annual Capital Improvement Program projects. VENDOR: HDR Engineering, Inc. OVERALL RANKING: 3 out of 18 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Associate Civil Engineer 3. Engineering Aid I. MINIMUM QUALIFICATIONS REVIEW • Written Proposal Score: Avg. of 89.7 PAwMJMfiJ1UMnl■a. Total Weighted Maximum Criteria Score Score Proposal Clarity 8.7 10 Qualifications and experience of Firm, key individuals and sub - consultants. 23.7 25 Staffing 23 25 Understanding & Methodology 13.3 15 References 7 10 Local Vendor Preference 5 5 Interview (Optional) 9 15 Total II. DUE DILIGENCE REVIEW • Clients such as Metropolitan Water District, City of Corona, Irvine Ranch Water District, and City of Huntington Beach (to name a few) Jig S OINK r • HDR's proposal contains relevant important projects to the City, such as AC pipe study, and corrosion control. 1*It Pnc�ng • Low end from $58/Hr for Intern • High end to $420/Hr for Senior Company Officer HB -471- Item 15. - 258 PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: Water & Engineering SERVICE DESCRIPTION: Engineering support for City's annual Capital Improvement Program projects. VENDOR: SA Associates OVERALL RANKING: 4 out of 18 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Associate Civil Engineer 3. Engineering Aid I. MINIMUM QUALIFICATIONS REVIEW • Written Proposal Score: Avg. of 85 SA Associates iiliniimum Qualifications 12v�ew . kR - Total Weighted Maximum Criteria Score Score Proposal Clarity 7.7 10 Qualifications and experience of Firm, key individuals and sub - consultants. 21.7 25 Staffing 22 25 Understanding & Methodology 12.6 15 References 7 10 Local Vendor Preference 5 5 Interview (Optional) 9 15 Total R �:• �`�"—� u� i 9 51 r'.t Ise Nh II. DUE DILIGENCE REVIEW • Clients such as City of Anaheim, Long Beach Water Department, County of Los Angeles, and City of Irvine (to name a few) • SA Associates's proposal was good, staff highly skilled in water proiects similar to those from the Citv • Low end from $82/Hr for Secretary • High end to $245/Hr for Principal Item 15. - 259 HB -472- PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: Water & Engineering SERVICE DESCRIPTION: Engineering support for City's annual Capital Improvement Program projects. VENDOR: Vendor #5. OVERALL RANKING: 5 out of 18 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Associate Civil Engineer 3. Engineering Aid I. MINIMUM QUALIFICATIONS REVIEW • Written Proposal Score: Avg. of 84.8 Criteria Proposal Clarity Qualifications and experience of Firm, key individuals and sub - consultants. Staffing Understanding & Methodology References Local Vendor Preference Interview (Optional) Total Total Weighted Maximum Score Score 8.7 10 II. DUE DILIGENCE REVIEW 22.5 25 21.6 25 13 15 7 10 5 5 7 15 • Vendor #5's proposal was good, but just below the top four consultants • Low end from $65/Hr for Engineering Assistant • High end to $235/Hr for Senior Proiect Manaqer HB -473- Item 15. - 260 City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk May 24, 2018 GHD, Inc. Attn: Greg Watanabe 175 Technology Drive, Suite 200 Irvine, CA 92618 Dear Mr. Watanabe. - Enclosed is a copy of the fully executed "Professional Services Contract between the City of Huntington Beach and GHD, Inc. For On Call Water and Engineering Services." Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand