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Kennedy Jenks ~ C210023 CITY OF TIGARD - CONTRACT SUMMARY & ROUTING FORM Contract Overview Contract/Amendment Number: C210023a2 Contract Start Date: 08/26/2020 Contract End Date: 02/07/2025 Contract Title: Cach Reservoir & Pump Station Owner’s Representative Contractor Name: Kennedy Jenks Contract Manager: Shasta Billings-Beck Department: ENG Contract Costs Original Contract Amount: $979,946.00 Total All Previous Amendments: n/a Total of this Amendment: n/a Total Contract Amount: $1,525,615.00 Procurement Authority Contract Type: Personal Services Procurement Type: Formal RFP >$150K Solicitation Number: n/a LCRB Date: 4/4/2023 – Amendment / Contract LCRB: 8/25/2020 Account String: Fund-Division-Account Work Order – Activity Type Amount Contracts & Purchasing Approval Purchasing Signature: Comments: Extend end date DocuSign Routing Route for Signature Name Email Address Contractor Dean Wood deanwood@kennedyjenks.com City of Tigard Joe Wisniewski joew@tigard.or.gov Final Distribution Contractor Dean Wood deanwood@kennedyjenks.com Project Manager Shasta Billings-Beck shastab@tigard-or.gov Project Manager Shauna Large Shaunal@tigard-or.gov Buyer Toni Riccardi tonir@tigard-or.gov CITY OF TIGARD - CONTRACT SUMMARY & ROUTING FORM Contract Overview Contract/Amendment Number: C210023a1 Contract Start Date: 08/26/2020 Contract End Date: 12/31/2023 Contract Title: Cach Reservoir & Pump Station Owner’s Representative Contractor Name: Kennedy Jenks Contract Manager: Shasta Billings-Beck Department: ENG Contract Costs Original Contract Amount: $979,946.00 Total All Previous Amendments: n/a Total of this Amendment: $545,669.00 Total Contract Amount: $1,525,615.00 Procurement Authority Contract Type: Personal Services Procurement Type: Formal RFP >$150K Solicitation Number: LCRB Date: 4/4/2023 – Amendment / Contract LCRB: 8/25/2020 Account String: Fund-Division-Account Work Order – Activity Type Amount FY 23 532-8000-56005 96040-530 $545,669.00 FY Contracts & Purchasing Approval Purchasing Signature: Comments: Add additional scope and funds DocuSign Routing Route for Signature Name Email Address Contractor Dean Wood deanwood@kennedyjenks.com City of Tigard Steve Rymer stever@tigard.or.gov Final Distribution Contractor Dean Wood deanwood@kennedyjenks.com Project Manager Shasta Billings-Beck shastab@tigard-or.gov Project Manager Shauna Large Shaunal@tigard-or.gov Buyer Toni Riccardi tonir@tigard-or.gov CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM THIS FORMMUST ACCOMPANY EVERY CONTRACT Contract Title: Cach Reservoir and Pump Station Owner's Representative Number: 0210023 I Contractor: Kennedy Jenks Contract Total: $979,946 Contract Overview: Kennedy Jenks to provide professional engineering services and construction management services to serve as the Owner's Representative for the Cach Reservoir and Pump Station project. Initial Risk Level: ❑ Extreme ❑ High ® Moderate ❑ Low Risk Reduction Steps: Risk Comments: Risk Signature: Contract Manager: Shasta Billings-Beck Ext: 2798 Department: PW/Engineering Type: ❑ Personal Svc ® Professional Svc - ❑ Public Imp ❑ General Svc ❑ Coop Purchase ❑ Other: Start Date:August 26, 2020 End Date: December 31, 2023 Quotes/Bids/Proposal: FIRM AMOUNT/SCORE Kennedy-Jenks $979,946 West Yost 2 Black&Veatch 3 Account String: Fund-Division-Account Work Order—Activij3�T=e Amount FY 20/21 532-8000-56005 96040-530 $428,725 FY 21/22 532-8000-56005 96040-530 $250,431 FY 22/23 532-8000-56005 96040-530 $231,475 FY 23/24 532-8000-56005 96040-530 $69,315 Approvals - LC RB Date:August 25,2020 Department Comments: Department Signature: Purchasing Comments: Purchasing Signature: City Manager Comments: City Manager Signature: After securing all required approvals,forward original copy to the Contracting and Purchasing Office along with a completed Contract Checklist. ATTACHMENT E CITY OF TIGARD,OREGON PROFESSIONAL SERVICES AGREEMENT 2020 CACH RESERVOIR AND PUMP STATION OWNERS REPRESENTATIVE THIS AGREEMENT, made and entered into this 26`' day of August, 2020, by and between the City of Tigard,a municipal corporation,hereinafter referred to as the "City," and Kennedy Jenks,hereinafter referred to as the "Contractor." RECITALS WHEREAS, the City's Fiscal Year 2020-2021 budget provides for owners representative services for the Cach Reservoir and Pump Station project; and WHEREAS, the accomplishment of the work and services described in this Agreement is necessary and essential to the program of the City; and WHEREAS,the City desires to engage the Contractor to render professional owners representative services for the project described in this Agreement, and the Contractor is willing and qualified to perform such services; THEREFORE, in consideration of the promises and covenants contained herein, the parties hereby agree as follows: 1. Scope of Services Contractor will perform professional services in accordance with the terms and conditions set forth herein, and as provided in Exhibit A, which is attached hereto and by this reference made a part of this Agreement. 2. Effective Date and Duration This Agreement is effective upon the date of execution and expires on December 31, 2023, unless otherwise terminated or extended. All work under this Agreement must be completed prior to the expiration of this Agreement. 3. Compensation A. The maximum that Contractor may be paid on this Agreement is hereafter the "not to exceed" amount of Nine Hundred Seventy-Nine Thousand Nine Hundred Forty-Six and No/100 Dollars ($979,946.00) without prior written authorization. The "not to exceed" amount includes all payments to be made pursuant to this Agreement, including reimbursable expenses, if any. Nothing in this Agreement requires the City to pay for work that does not meet the standard of care that would ordinarily be used by similar professionals in this community in similar circumstances or other requirements of the Agreement. The actual amount to be paid to Contractor may be less than the "not to exceed" amount. B. Contractor is entitled to receive progress payments for its work pursuant to the Agreement as provided below. The City will pay Contractor based on these invoices for acceptable work performed and approved until the "not to exceed" amount is reached. Thereafter, Contractor must complete work based on the Agreement without additional compensation unless there is a change to the scope of work. C. Any estimate of the hours necessary to perform the work is not binding on the City. Contractor remains responsible if the estimate proves to be incorrect. Exceeding the number of estimated hours of work does not impose any liability on the City for additional payment. D. Payment will be made upon receipt of billings based on the work completed. Contractor will submit billings to City periodically, but not more frequently than monthly. Payment by the City releases the City from any further obligation for payment to Contractor for service or services performed or expenses incurred as of the date of the statement of services. Payment will be made only for work actually completed as of the date of invoice. Payment will not be considered acceptance or approval of any work or waiver of any defects therein. E. Contractor must furnish certified cost records for all billings to substantiate all charges. Contractor's accounts are subject to audit by the City. Contractor will submit billings in a form satisfactory to the City. At a minimum, each billing will identify the task order under which such work is performed, work completed during the billing period, percentage of work completed to date, and percentage of budget used to date for each task. Billings must also include Contractor's employer identification number or social security number, as the City deems applicable. F. General Terms: 1) Contractor must make payments promptly, as due,to all persons supplying labor or materials for the performance of the work provided for in this Agreement. 2) Contractor may not permit any lien or claim to be filed or prosecuted against the City on any account of any labor or material furnished. 3) Contractor will pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316.167. 4) Contractor will pay all contributions or amounts due the Industrial Accident Fund from the contractor or any subcontractor. 5) If Contractor fails, neglects, or refuses to make prompt payment of any claim for labor or services furnished to Contractor or a subcontractor by any person as such claim becomes due, City's Finance Director may pay such claim and charge the amount of the payment against funds due or to become due the Contractor. The payment of the claim in this manner does not relieve Contractor or their surety from obligation with respect to any unpaid claims. 6) Contractor will promptly,as due,make payment to any person,co-partnership,association,or corporation,furnishing medical,surgical,and hospital care or other needed care and attention, incident to sickness or injury, to the employees of Contractor, of all sums that Contractor agrees to pay for the services and all moneys and sums that Contractor collected or deducted from the wages of employees pursuant to any law, contract, or agreement for the purpose of providing or paying for services. 7) Contractor and its employees,if any,are not active members of the Oregon Public Employees Retirement System and are not employed for a total of 600 hours or more in the calendar year by any public employer participating in the Retirement System. 8) Contractor must obtain, prior to the execution of any performance under this Agreement, a City of Tigard Business License. The Tigard Business License is based on a calendar year with a December 31st expiration date. New businesses operating in Tigard after June 30th of the current year will pay a pro-rated fee though the end of the calendar year. 9) The City certifies that sufficient funds are available and authorized for this Agreement during the current fiscal year. Funding during future fiscal years is subject to budget approval by Tigard's City Council. 4. Ownership of Plans and Documents: Records A. The field notes, design notes, and original drawings of the construction plans, as instruments of QBS—2020 Cach Reservoir and Pump Station Owners Representative 2 1 Page service, are the property of Contractor; however, the City may request, at no additional cost, one set of previously approved reproducible drawings, as well as storage device such as thumb drive or SD card in "DWG" or "DXF" format, of the original drawings of the work. The City has unlimited authority to use the materials received from Contractor in any way the City deems necessary. B. The City may make copies, for the use of and without cost to Contractor, of all of its maps, records, laboratory tests, or other data pertinent to the work to be performed by the Contractor pursuant to this Agreement, and also make available any other maps, records, or other materials available to the City from any other public agency or body. C. The Contractor will furnish to the City,copies of all maps,records,field notes,and soil tests which were developed in the course of work for the City and for which compensation has been received by Contractor at no additional expense to the City, except as provided elsewhere in this Agreement. 5. Assignment/Delegation Neither party may assign, sublet or transfer any interest in or duty under this Agreement without the written consent of the other and no assignment has any force or effect unless and until the other party has consented. If City agrees to assignment of tasks to a subcontract, Contractor is fully responsible for the acts or omissions of any subcontractors and of all persons employed by them. Neither the approval by City of any subcontractor nor anything contained herein creates any contractual relation between the subcontractor and City. The provisions of this Agreement are binding upon and will inure to the benefit of the parties to the Agreement and their respective successors and assigns. 6. Status of Contractor as Independent Contractor Contractor certifies that: A. Contractor acknowledges that for all purposes related to this Agreement, Contractor is an independent contractor as defined by ORS 670.600 and not an employee of City. Contractor is not entitled to benefits of any kind to which an employee of City is entitled and is solely responsible for all payments and taxes required by law. Furthermore,in the event that Contractor is found by a court of law or any administrative agency to be an employee of City for any purpose, City is entitled to offset compensation due, or to demand repayment of any amounts paid to Contractor under the terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the full extent of any payments that City is required to make (to Contractor or to a third party) as a result of said finding. B. Contractor is not an officer,employee,or agent of the City as those terms are used in ORS 30.265. 7. Conflict of Interest The undersigned Contractor hereby represents that no employee of the City, or any partnership or corporation in which a City employee has an interest, has or will receive any remuneration of any description from Contractor,either directly or indirectly,in connection with the letting or performance of this Agreement, except as specifically declared in writing. QBS—2020 Cach Reservoir and Pump Station Owners Representative 3 1 Page If this payment is to be charged against Federal funds, Contractor certifies that he/she is not currently employed by the Federal Government and the amount charged does not exceed his or her normal charge for the type of service provided. 8. Indemnification A. City has relied upon the professional ability and training of Contractor as a material inducement to enter into this Agreement. Contractor represents that all of its work will be performed in accordance with generally accepted professional practices and standards as well as the requirements of applicable federal, state, and local laws, it being understood that acceptance of a Contractor's work by City will not operate as a waiver or release. Acceptance of documents by City does not relieve Contractor of any responsibility for design deficiencies, errors or omissions. B. Claims for other than Professional Liability. Contractor agrees to indemnify, defend, save, and hold harmless the City of Tigard, its officers, employees, agents, and representatives from all claims, suits, or actions and all expenses incidental to the investigation and defense thereof, of whatsoever nature, including intentional acts resulting from or arising out of the activities of Contractor or its subcontractors, sub-consultants, agents or employees in performance of this contract at both trial and appeal level, whether or not a trial or appeal ever takes place including any hearing before federal or state administrative agencies. If any aspect of this indemnity is found to be illegal or invalid for any reason whatsoever, such illegality or invalidity does not affect the validity of the remainder of this indemnification. C. Claims for Professional Liability. Contractor agrees to indemnify,defend, save,and hold harmless the City of Tigard, its officers, employees, agents, and representatives from all claims, suits, or actions and all expenses incidental to the investigation and defense thereof, to the extent arising out of the professional negligent acts, errors or omissions of Contractor or its subcontractors, sub-consultants, agents or employees in performance of professional services under this agreement. Any work by Contractor that results in a design of a facility that is not readily accessible to and usable by individuals with disabilities will be considered a professionally negligent act,error, or omission. D. As used in subsections B and C of this section, a claim for professional liability is a claim made against the City in which the City's alleged liability results directly or indirectly,in whole or in part, from the quality of the professional services provided by Contractor, regardless of the type of claim made against the City in performance of this Agreement. A claim for other than professional liability is a claim made against the City in which the City's alleged liability results from an act or omission by Contractor unrelated to the quality of professional services provided by Contractor in performance of this Agreement. 9. Insurance Contractor and its subcontractors must maintain insurance acceptable to City in full force and effect throughout the term of this contract. Such insurance must cover risks arising directly or indirectly out of Contractor's activities or work hereunder,including the operations of its subcontractors of any tier. The policy or policies of insurance maintained by the Contractor must provide at least the following Emits and coverages: A. Commercial General Liability Insurance Contractor will obtain,at Contractor's expense,and keep in effect during the term of this contract, Comprehensive General Liability Insurance covering Bodily Injury and Property Damage on an QBS—2020 Cach Reservoir and Pump Station Owners Representative 4 1 Page "occurrence" form (CG 2010 1185 or equivalent). This coverage must include Contractual Liability insurance for the indemnity provided under this contract. The following insurance will be carried: Coverage Limit General Aggregate $2,000,000 Products-Completed Operations Aggregate $1,000,000 Personal &Advertising Injury $1,000,000 Each Occurrence $1,000,000 B. Professional Liability Contractor must obtain,at Contractor's expense,and keep in effect during the term of this contract, Professional Liability Insurance covering any damages caused by any actual or alleged negligent act, error,or omission in the rendering of or failure to render Professional Services.Combined single limit per claim may not be less than$1,000,000,or the equivalent. Annual aggregate limit may not be less than$1,000,000 and filed on a"claims-made" form. C. Commercial Automobile Insurance Contractor must also obtain, at Contractor's expense, and keep in effect during the term of the contract, Commercial Automobile Liability coverage including coverage for all owned, hired, and non-owned vehicles on an "occurrence" form. The Combined Single Limit per occurrence may not be less than $2,000,000. If Contractor uses a personally-owned vehicle for business use under this contract,the Contractor will obtain, at Contractor's expense, and keep in effect during the term of the contract, business automobile liability coverage for all owned vehicles on an "occurrence" form. The Combined Single Limit per occurrence may not be less than $2,000,000. D. Workers' Compensation Insurance The Contractor, its subcontractors, if any, and all employers providing work, labor, or materials under this Contract that are subject employers under the Oregon Workers' Compensation Law must comply with ORS 656.017,which requires them to provide workers' compensation coverage that satisfies Oregon law for all their subject workers. Out-of-state employers must provide Oregon workers' compensation coverage for their workers who work at a single location within Oregon for more than 30 days in a calendar year. Contractors who perform work without the assistance or labor of any employee need not obtain workers' compensation coverage. All non- exempt employers must provide Employer's Liability Insurance with coverage limits of not less than $1,000,000 each accident. E. Additional Insured Provision All required insurance policies, other than Workers' Compensation and Professional Liability, must name the City its officers, employees,agents,and representatives as additional insureds with respect to this Agreement. F. Extended Reporting Coverage If any of the required liability insurance is arranged on a "claims-made" basis, Extended Reporting coverage will be required at the completion of this contract to a duration of 24 months or,if less than 24 months, the maximum time-period Contractor's insurer will provide. Contractor will be responsible for furnishing certification of Extended Reporting coverage as described or continuous QBS—2020 Cach Reservoir and Pump Station Owners Representative 5 1 Page "claims-made"liability coverage for 24 months following contract completion. Continuous"claims- made" coverage will be acceptable in lieu of Extended Reporting coverage, provided its retroactive date is on or before the effective date of this contract. Coverage will be endorsed to provide a "per project"aggregate. G. Insurance Carrier Rating Coverages provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. All policies of insurance must be written by companies having an A.M. Best rating of "A-VII" or better, or equivalent. The City reserves the right to reject all or any insurance carrier(s) with an unacceptable financial rating. H. Self-Insurance The City understands that some contractors may self-insure for business risks and the City will consider whether such self-insurance is acceptable if it meets the minimum insurance requirements for the type of coverage required. If Contractor is self-insured for commercial general liability or automobile liability insurance, Contractor must provide evidence of such self-insurance. Contractor must provide a Certificate of Insurance showing evidence of the coverage amounts on a form acceptable to the City. The City reserves the right in its sole discretion to determine whether self-insurance is adequate. 1. Certificates of Insurance As evidence of the insurance coverage required by the contract, Contractor will furnish a Certificate of Insurance to the City. No contract is effective until the required Certificates of Insurance have been received and approved by the City. The certificate will specify and document all provisions within this contract and include a copy of Additional Insured Endorsement. A renewal certificate will be sent to the below address prior to coverage expiration. J. Primary Coverage Clarification The parties agree that Contractor's coverage is primary to the extent permitted by law. The parties further agree that other insurance maintained by the City is excess and not contributory insurance with the insurance required in this section. K. Cross-Liability Clause A cross-liability clause or separation of insureds clause will be included in all general liability and commercial auto liability policies required by this Agreement. A certificate in form satisfactory to the City certifying to the issuance of such insurance will be forwarded to: City of Tigard Attn: Contracts and Purchasing Office 13125 SW Hall Blvd. Tigard, Oregon 97223 OR ContractsPurchasingktigard-or.gov At the discretion of the City, a copy of each insurance policy, certified as a true copy by an authorized representative of the issuing insurance company, may be required to be forwarded to the above address. QBS—2020 Cach Reservoir and Pump Station Owners Representative 6 1 Page Such policies or certificates must be delivered prior to commencement of the work. The procuring of such required insurance will not be construed to limit Contractor's liability hereunder. Notwithstanding said insurance, Contractor is obligated for the total amount of any damage, injury, or loss caused by negligence or neglect connected with this Agreement. 10. Method & Place of Submitting Notice, Bills, and Payments All notices,bills and payments will be made in writing and may be given by personal delivery,mail, or by fax. Payments may be made by personal delivery, mail, or electronic transfer. The following addresses will be used to transmit notices, bills, payments, and other information: ITY OF TIGARD KENNEDY JENKS 70 Attn: Shasta Billings-Beck Attn: Dean Wood Address: 13125 SW Hall Blvd Address: 421 SW 6`'Ave Ste 1000 Tigard, OR 97223 Portland OR 97204 Phone: (503) 718-2698 Phone: (503) 423-4021 Email: shastabktigard-or.gov Email: deanwoodkkennedyjenks.com Notice will be deemed given upon deposit in the United States mail, postage prepaid, or when so faxed,upon successful fax. In all other instances,notices,bills and payments will be deemed given at the time of actual delivery. Changes may be made in the names and addresses of the person to who notices, bills, and payments are to be given by giving written notice pursuant to this paragraph. 11. Survival The terms, conditions, representations, and warranties contained in this Agreement survive the termination or expiration of this Agreement. 12. Merger This writing is intended both as a final expression of the Agreement between the parties with respect to the included terms and as a complete and exclusive statement of the terms of the Agreement. No modification of this Agreement will be effective unless and until it is made in writing and signed by both parties. 13. Termination Without Cause At any time and without cause, City has the right in its sole discretion to terminate this Agreement by giving notice to Contractor. If City terminates this Agreement pursuant to this paragraph, City will pay Contractor for services rendered to the date of termination. 14. Termination for Cause A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at such later date as may be established by City, under any of the following conditions: 1) If City funding from federal, state, local, or other sources is not obtained and continued at levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement may be modified to accommodate a reduction in funds. 2) If Federal or State regulations or guidelines are modified, changed, or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement. 3) If any license or certificate required by law or regulation to be held by Contractor, its subcontractors, agents, and employees to provide the services required by this Agreement is for any reason denied, revoked, or not renewed. QBS—2020 Cach Reservoir and Pump Station Owners Representative 7 1 Page 4) If Contractor becomes insolvent,if voluntary or involuntary petition in bankruptcy is filed by or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an assignment for the benefit of creditors of Contractor. Any such termination of this Agreement under paragraph (A) will be without prejudice to any obligations or liabilities of either party already accrued prior to such termination. B. City, by written notice of default (including breach of contract) to Contractor, may terminate the whole or any part of this Agreement: 1) If Contractor fails to provide services called for by this Agreement within the time specified, or 2) If Contractor fails to perform any of the other provisions of this Agreement or fails to pursue the work as to endanger performance of this Agreement in accordance with its terms, and after receipt of written notice from City, fails to correct such failures within ten (10) days or such other period as City may authorize. The rights and remedies of City provided above related to defaults (including breach of contract) by Contractor are not exclusive and are in addition to any other rights and remedies provided by law or under this Agreement. If City terminates this Agreement under paragraph (B), Contractor will be entitled to receive as full payment for all services satisfactorily rendered and expenses incurred,provided, that the City may deduct the amount of damages, if any, sustained by City due to breach of contract by Contractor. Damages for breach of contract include those allowed by Oregon law, reasonable and necessary attorney fees, and other costs of litigation at trial and upon appeal. 15. Access to Records City will have access to such books, documents, papers and records of Contractor as are directly pertinent to this Agreement for the purpose of making audit, examination, excerpts and transcripts. 16. Hazardous Materials Contractor will comply with all federal Occupational Safety and Health Administration (OSHA) requirements and all Oregon safety and health requirements. In accordance with OSHA and Oregon OSHA Hazard Communication Rules, if any goods or services provided under this Agreement may release, or otherwise result in an exposure to, a hazardous chemical under normal conditions of use (for example, employees of a construction contractor working on-site), it is the responsibility of Contractor to provide the City with the following information: all applicable Safety Data Sheet, the identity of the chemical/s, how Contractor will inform employees about any precautions necessary, an explanation of any labeling system, and the safe work practices to prevent exposure. In addition, Contractor must label, tag, or mark such goods. 17. Force Majeure Neither City nor Contractor will be considered in default because of any delays in completion and responsibilities hereunder due to causes beyond the control and without fault or negligence on the part of the parties so disenabled, including but not restricted to, an act of God or of a public enemy, civil unrest,volcano, earthquake, fire, flood, epidemic, quarantine restriction, area-wide strike, freight embargo,unusually severe weather or delay of subcontractor or supplies due to such cause;provided that the parties so disenabled will within ten (10) days from the beginning of such delay, notify the other party in writing of the cause of delay and its probable extent. Such notification will not be the basis for a claim for additional compensation. Each party will, however, make all reasonable efforts QBS—2020 Cach Reservoir and Pump Station Owners Representative 8 1 Page to remove or eliminate such a cause of delay or default and will,upon cessation of the cause,diligently pursue performance of its obligation under the Agreement. 18. Non-Waiver The failure of City to insist upon or enforce strict performance by Contractor of any of the terms of this Agreement or to exercise any rights hereunder should not be construed as a waiver or relinquishment to any extent of its rights to assert or rely upon such terms or rights on any future occasion. 19. Hours of Labor,Pay Equity_ In accordance with ORS 279B.235,the following are hereby incorporated in full by this reference: A. Contractor may not employ an individual for more than 10 hours in any one day, or 40 hours in any one week, except as provided by law. For contracts for personal services, as defined in ORS 279A.055, Contractor must pay employees at least time and a half pay for all overtime the employees work in excess of 40 hours in any one week, except for employees who are excluded under ORS 653.010 to 653.261 or under 29 U.S.C. 201 to 209 from receiving overtime. B. Contractor must give notice in writing to employees who work on a public contract, either at the time of hire or before commencement of work on the contract,or by positing a notice in a location frequented by employees, of the number of hours per day and days per week that the employees may be required to work. C. Contractor may not prohibit any of Contractor's employees from discussing the employee's rate of wage, salary,benefits or other compensation with another employee or another person and may not retaliate against an employee who discusses the employee's rate of wage, salary, benefits or other compensation with another employee or another person. D. Contractor must comply with the pay equity provisions in ORS 652.220. Compliance is a material element of this Agreement and failure to comply will be deemed a breach that entitles City to terminate this Agreement for cause. 20. Non-Discrimination Contractor will comply with all federal, state, and local laws, codes, regulations, and ordinances applicable to the provision of services under this Agreement,including,without limitation: A. Title VI of the Civil Rights Act of 1964; B. Section V of the Rehabilitation Act of 1973; C. The Americans with Disabilities Act of 1990, as amended by the ADA Amendments Act (ADAAA) of 2008 (Pub L No 101- 336); and D. ORS 659A.142,including all amendments of and regulations and administrative rules,and all other applicable requirements of federal and state civil rights and rehabilitation statutes, rules and regulations. 21. Errors Contractor will perform such additional work as may be necessary to correct errors in the work required under this Agreement without undue delays and without additional cost. QBS—2020 Cach Reservoir and Pump Station Owners Representative 9 1 Page 22. Extra Work, Changes Only the City's Project Manager for this Agreement may change or authorize additional work. Failure of Contractor to secure authorization for extra work constitutes a waiver of all right to adjust the contract price or contract time due to such unauthorized extra work and Contractor will not be entitled to compensation for the performance of unauthorized work. 23. Warranties Contractor guarantees that professional services will be performed to the professional skill and care ordinarily provided by firms practicing in the same or similar locality under the same or similar circumstances. Neither acceptance of the work nor payment therefore relieves Contractor from liability under warranties contained in or implied by this Agreement. Any intellectual property rights delivered to the City under this Agreement and Contractor's services rendered in the performance of Contractor's obligations under this Agreement, will be provided to the City free and clear of any and all restrictions on or conditions of use, transfer, modification, or assignment, and be free and clear of any and all liens, claims, mortgages, security interests, liabilities, charges, and encumbrances of any kind. 24. Attorney's Fees In the event an action, suit of proceeding, including appeal, is brought for failure to observe any of the terms of this Agreement, each party is responsible for that party's own attorney fees, expenses, costs and disbursements for the action, suit,proceeding, or appeal. 25. Choice of Law,Venue The provisions of this Agreement are governed by Oregon law. Venue will be the State of Oregon Circuit Court in Washington County or the U.S. District Court for Oregon, Portland. 26. Compliance with State and Federal Laws/Rules Contractor will comply with all applicable federal, state and local laws,rules and regulations applicable to the work in this Agreement. 27. Conflict Between Terms In the event of a conflict between the terms of this Agreement and Contractor's proposal, this Agreement will control. In the event of conflict between a provision in the main body of the Agreement and a provision in the Exhibits, the provision in the main body of the Agreement will control. In the event of an inconsistency between Exhibit A and Exhibit B,Exhibit A will control. 28. Audit Contractor will maintain records to assure conformance with the terms and conditions of this Agreement and to assure adequate performance and accurate expenditures within the contract period. Contractor agrees to permit City,the State of Oregon,the federal government,or their duly authorized representatives to audit all records pertaining to this Agreement to assure the accurate expenditure of funds. 29. Severability In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any court of competent jurisdiction,the validity of the remaining terms and provisions will not be impaired unless the illegal or unenforceable provision affects a significant right or responsibility, in which case the adversely affected party may request renegotiation of the Agreement and,if negotiations fail, may terminate the Agreement. QBS—2020 Cach Reservoir and Pump Station Owners Representative 10 1 Page 30. Compliance with Tax Laws Contractor represents and warrants that Contractor is, to the best of the undersigned's knowledge, not in violation of any Oregon tax laws including but not limited to ORS 305.620 and ORS Chapters 316, 317, and 318. Contractor's failure to comply with the tax laws of this state or a political subdivision of this state before the Contractor executed this Agreement or during the term of this Agreement is a default for which the City may terminate this Agreement and seek damages and other relief available under the terms of this Agreement or applicable law. IN WITNESS WHEREOF, City and Contractor have caused this Agreement to be executed by their duly authorized officials. Awarded by Tigard's Local Contract Review Board at their August 25, 2020 meeting. CITY OF TIGARD KENNEDY JENKS Signature. Signature: Name: Kathy Nyland Name: Dean Wood Title: Assistant City Manager Title: Vice President Date: 9/2/2020 Date: September 2,2020 QBS—2020 Cach Reservoir and Pump Station Owners Representative 111 Page EXHIBIT A SCOPE OF SERVICES Background The City of Tigard (City) owns and operates a public water system which supplies potable water to the Tigard Water Service Area (17WSA),which includes approximately two-thirds of the residents,businesses,and public institutions within the City limits, the unincorporated area of Bull Mountain, and the cities of King City and Durham. The TWSA is currently expanding to include the River Terrace area as development occurs along the City's western boundary. Due to the projected limitations, a new reservoir and pump station will be installed on the western slope of Bull Mountain to serve the 560-foot pressure zone. Two sites owned by the City are currently available in this area: the Cach Nature Park and Sunrise Park. Final site selection will be determined during project design. Each site has multiple constraints that will need to be considered during site selection and design (e.g., elevation/slope, presence of rock, limited site access, protected natural areas, etc.). In addition, the eastern site,Sunrise Park,was previously identified in the Parks Master Plan as a location for a future community park including multiple sport fields and this potential future use would need to be considered. This Scope of Work had been developed to provide the City of Tigard an Owners Representative team to provide project management services and technical guidance for the water related infrastructure improvements including a concrete water reservoir,pump stations,pipelines and associated improvements. The project will be completed in four phases, as follows: • Phase 1:Alternative Project Delivery Method Determination • Phase 2: Contractor Selection • Phase 3: Design and Guaranteed Maximum Price (GMP) Development • Phase 4:Basic Construction Phase Services PHASE 1: Alternative Project Delivery Method Determination Assumed Schedule: 09/15/2020 — 12/1/2020 (14 weeks) TASK 1 Project Management Subtask 1.A Task Management • Prepare a Project Management Plan for Phase 1, that includes a health and safety plan, and communication plan. A draft and final document will be prepared and submitted electronically as a pdf file. • Prepare and maintain a project baseline schedule utilizing the Critical Path Method technique and electronic scheduling software (e.g.,Microsoft Project). • Provide support and coordination with the City and other involved parties for schedule and cost control. • Manage the team for task progress and status. • Prepare and submit a monthly progress report by the 10th day of each month, unless requested otherwise by the City's Project Manager.The monthly progress report shall be a brief written summary of the progress made on each task and an estimate of the overall task's percent completion. • Prepare and submit monthly invoices. • Contractor will conduct an in-house Concept and Criterion (C&CR) meeting early in the project to obtain focused technical input from senior contractor staff based on their experience from other similar projects.Deliverables will be reviewed by a senior contractor staff member. Review comments received from the internal Quality Assurance/Quality Control (QA/QC) review shall be addressed prior to submittal to the City. QBS—2020 Cach Reservoir and Pump Station Owners Representative 12 1 Page Subtask 1.B Meetings • One (1) virtual kick-off meeting, assumed to be up to 2 hours duration and attended by Contractor's Project Manager (PM) and Project Engineer (PE). Contractor will prepare a draft and final agenda and meeting minutes (pdf format). • One (1) site visit to review site conditions and facilitate decision making on reservoir size and location. Site visit to be performed by Contractor's Project Manager,Project Engineer and Reservoir Technical Lead. • Virtual weekly task progress update meetings (1-hr duration) with the City project manager, attended by the Contractor's PM and PE. Contractor will prepare the agenda and prepare meeting minutes (Adobe pdf format). • One (1) virtual meeting with Murraysmith while they are performing hydraulic modeling and developing the operation optimization strategy, attended by Contractor's Project Manager (PM) and Modeling Engineer. Contractor will prepare the draft and final agenda and meeting minutes. • Monthly task status and coordination meetings with the City team, assumed to be up to 1-hour duration and attended by Contractor's PM and Project Engineer PE. Contractor will prepare the agenda and prepare meeting minutes (Adobe pdf format). TASK 1 Summary of Deliverables: ➢ Draft and final Project Management Plan ➢ Kickoff meeting Draft& Final Agenda ➢ Draft&Final Agenda for hydraulic modeling meeting with Murraysmith ➢ Weekly Coordination Call Agendas Monthly Invoices delivered by the 10`x' of each month to include: o Baseline Schedule update o Breakdown of labor o Progress report TASK 1 Assumptions: ➢ All draft and final deliverables in electronic format (PDF or Word) ➢ Unless otherwise specified such as site visits, all meetings to be held virtually TASK 2 Preliminary Project Information Subtask 2.A Review Available Documents, Information and Field Services to close data gaps • Review Water Master Plan (currently being updated by Murraysmith, anticipated completion by fall 2020). • Site Survey: Pending available data to perform cost estimates related to excavation, a site survey may be suggested. Survey to include: o Sunrise Park—Quality Check o Cach Nature Park—Quality Check and Supplemental Survey • Geotechnical Evaluation: Pending available data for the determination of constructability and foundation requirements, a geotechnical field study may be suggested to include up to 2 borings at each reservoir location. Report to include: o Boring logs and a summary of the subsurface exploration and laboratory testing program; o Figures, including a vicinity map, a site plan showing exploration locations, and an interpretive subsurface profile with depths to rock at each site;and o Discussion of feasible foundation types at each site, including benefits and drawbacks of each approach. • Environmental Field Walk: To identify site and schedule constraints related to permitting, the Contractor's team will perform a field walk to identify presence and approximate extents of natural QBS—2020 Cach Reservoir and Pump Station Owners Representative 13 1 Page resource areas on each site. Condition of stream channels will be recorded for comparison with the results of the site reconnaissance from 5 years ago (provided by City) to document evidence of active erosion. A permitting plan with schedule will be developed with this task. • Review hydraulic modeling results, operational strategy,and demands. Subtask 2.B Technical Memorandum • Determine the ultimate reservoir capacity needed in the 560-foot pressure zone. • Evaluate the two (2) site location options: Cach Nature Park and Sunrise Park using the following six (6) evaluation criteria: o Permit needs/permitting complexity o Schedule impacts o Constructability issues o Preliminary cost estimate o Public impacts o Future Use The final evaluation criteria will be confirmed with the City prior to their implementation. Data (qualitative assessments) will be gathered for each criterion based upon field reconnaissance and desktop analysis (e.g. using Google Earth). The data gathered for each criterion shall be input into an evaluation matrix prepared by Contractor using a 3-point score (+1, 0, -1). • Evaluate the following two (2) pump station designs: o A bifurcated pump station that pumps to both the 560- and 713- foot pressure zones located at the Reservoir 13 site, or o One (1)pump station at the Reservoir 13 site that pumps to 560-foot pressure zone,and a second booster pump station at the new reservoir site that pumps to the 713-foot pressure zone. The evaluation will use the following four (4) evaluation criteria: o Building footprint needs o Power demand o Accessibility for operations and maintenance o Preliminary cost The final evaluation criteria will be confirmed with the City prior to their implementation. Data (qualitative assessments) will be gathered for each criterion based upon desktop analysis. The data gathered for each criterion shall be input into an evaluation matrix prepared by Contractor using a 3-point score (+1, 0, -1). • Interpret hydraulic modeling results and optimization strategy. • Conduct an Alternatives Analysis Workshop with the City to communicate and discuss the findings of the preliminary site locations and pump station design evaluations. The Evaluation matrices will be presented at the workshop. • Develop Technical Memorandum (TM): o TM will include evaluations of reservoir size/volume,reservoir site and pump station locations. o Recommendation for the selected reservoir site,pump station location and pipeline route. o Permitting plan and schedule for alternatives evaluated. o Develop an opinion of probable cost (Class 4) for alternatives evaluated. o Final TM submittal format: one (1) hard copy and one (1) electronic copy (Adobe pdf format) of the final Technical Memorandum. TASK 2 Summary of Deliverables: ➢ Draft and Final geotechnical engineering report (GER) ➢ Draft and Final Agenda for Alternatives Workshop ➢ Draft Technical Memorandum QBS—2020 Cach Reservoir and Pump Station Owners Representative 14 1 Page ➢ Final Technical Memorandum with Recommendations: one (1) hard copy and one (1) electronic copy (Adobe pdf format) of the final Technical Memorandum. TASK 2 Assumptions: ➢ All draft and final deliverables in electronic format (PDF or Word) ➢ Water Master Plan to be available in fall of 2020. ➢ Unless otherwise specified such as site visits, all meetings to be held virtually. ➢ All survey and Geotech performed in public ROW or City owned property TASK 3 Determination of Alternative Project Delivery (APD) Method Subtask 3.A Meetings and Vorksbo�s • Organize and attend one (1) workshop to introduce alternative project delivery methods and the processes related to each delivery method, including an Alternative Delivery Case Study. This workshop will be scheduled within two weeks of the kick-off meeting. • Organize and attend one (1) workshop to summarize the evaluation results of alternative project delivery methods, interpret recommendation of delivery method for this project, discuss and decide the selected delivery method. This workshop will be scheduled prior to completion of the final Technical Memorandum recommending a project delivery method. • Attend the Public Hearing for alternative delivery method selection. The Public Hearing shall be held prior to the City Council meeting,and the notification of public hearing shall be published a minimum of 14 days in advance of the hearing. • Attend the City Council meeting for approval of the selected alternative project delivery method. Subtask 3.B Evaluation ofAlternative Project Delivery Methods • Compare three (3) alternative project delivery methods: Construction Manager/General Contractor (CMGC),Design-Build (DB), and Progressive Design-Build (PDB). • Evaluate the impact of each delivery method on project schedule, quality, and cash flow. • Summarize decision and discussion results from the workshops and provide recommendations for a preferred alternative delivery method in a draft TM. • Finalize the TM based on the City's comments. • Final TM Submittal format: one (1) hard copy and one (1) electronic copy of the final TM. Subtask 3.C Assist with the City Council A4roval of the Selected Alternative Project Delivery Method • Assist the City with compliance of ORS 279C.335 for exemption from competitive bidding. • Present a draft Findings Memorandum to address the fourteen (14) items under ORS 279C.335 for the selected alternative project delivery method. The Findings Memorandum will provide criteria for measuring and/or monitoring achievement for each item for use in preparing the post-construction report required under ORS 279C.335. • Prepare a final Findings Memorandum that incorporates the City's comments. • Final Memorandum format: One (1) hard copy and one (1) electronic copy of the final Findings Memorandum to the City. • Assist the City in holding a public hearing to allow comments to the findings as required under ORS 279C.335. TASK 3 Summary of Deliverables: ➢ Draft and Final agenda for Alternative Delivery Introduction Workshop ➢ Materials/Figures to support Public Hearing and City Council Meetings ➢ Draft TM on APD Method Selection. ➢ Draft and Final agenda for APD Selection Workshop QBS—2020 Cach Reservoir and Pump Station Owners Representative 15 1 Page ➢ Final TM on APD Method Selection with recommendations: one (1) hard copy and one (1) electronic copy. ➢ Draft TM on ORS 270C.355 Findings ➢ Draft and Final agenda for ORS 270C.355 Findings Workshop ➢ Final TM on ORS 270C.355 Findings: one (1) hard copy and one (1) electronic copy. TASK 3 Assumptions: ➢ All draft and final deliverables in electronic format (PDF or Word) unless otherwise specified ➢ Unless otherwise specified such as site visits, all meetings to be held virtually ➢ Public Hearing and City Council Meeting presentations to be developed by City. Contractor will support with content,presentation assistance and answering questions. PHASE 2: Contractor Selection Assumed Schedule: 12/1/2020 — 8/27/2021 (32 weeks) The purpose of this task is to assist the City with selecting a Contractor to deliver the project through the alternative project delivery method determined in task 3 through the selection process. The process begins with preparing the technical requirements, scope of work and contract form for the Request for Proposals (RFP). The selection process consists of reviewing responses to the RFP and interviewing one or more teams. Selection will be based on the Contractor's qualifications, project understanding and approach. TASK 4 Project Management and Communication The objective of this task is to manage the project for its successful completion and communicate project performance to the City.Work under this task shall include: • Update the Project Management Plan (PMP) that includes organization, roles, responsibilities, schedule, budget,a QA/QC plan, and a staff plan required for execution of the project. • Manage the quality control review of all work activities and project deliverables. Execution of the QA/QC program will be completed under the appropriate tasks. • Prepare and submit a monthly narrative report, invoice, and schedule within 10 days following the month end for the month in which the work was performed. TASK 4 Summary of Deliverables: ➢ Draft and Final Project Management Plan ➢ Monthly Invoices delivered by the 10' of each month to include: o Baseline Schedule update o Breakdown of labor o Progress report ➢ Agenda for weekly calls with the City Project Manager followed by a summary email noting specific action items TASK 4 Assumptions: ➢ All draft and final deliverables in electronic format (PDF or Word) ➢ Unless otherwise specified such as site visits, all meetings to be held virtually TASK 5 RFP Subtask 5.A RFP PMaration Prepare the RFP documentation that will be used for soliciting proposals from Contractors and that will serve as the basis for evaluating proposals. Contractor will develop the technical requirements, scope of work for the RFP that will help solicit a Contractor who can work collaboratively with the City on the design concepts to ensure that the City's equipment, facility performance requirements, and standards are satisfied. QBS—2020 Cach Reservoir and Pump Station Owners Representative 16 1 Page Contractor will coordinate with the City's Contracts Manager and Project Manager for developing the contract form for the selected alternative project delivery method that will be included in the RFP. Contractor will provide the City with examples of applicable general terms and conditions for the selected alternative project delivery method. It is assumed that the draft RFP and contract form will be reviewed and approved by the Contracts Manager and City Attorney prior to issuance, and that the City Attorney and Contracts Manager will be available to discuss the legal contracting requirements. Contractor will provide examples of selection criteria to the City and meet with City staff to discuss the selection criteria, and prepare a technical memorandum setting forth the criteria to be used. Following review by City staff and the City Attorney, Contractor will meet with City staff to review and respond to comments on the draft RFP. Contractor will revise and finalize the RFP within 2 weeks of receiving comments. After incorporating the City's comments and finalizing the RFP, the City will issue an advertisement for publication in the Oregon Daily Journal of Commerce (DJC). The City Contracts Manager will be the contact for the distribution of the RFP and will maintain a plan holder's list. Subtask 5.B Pre-submittal Meetinns Schedule and assist the City with conducting mandatory pre-submittal meetings with interested Contractors. Assume four (4) three-hour virtual meetings will be held and will include an optional site tour. Subtask S.0 Response to RFPQuestions and Preparation o Addenda Contractor will collect and respond to questions regarding the RFP from interested Contractors. Contractor will log and respond,in writing, to all questions received during the proposal solicitation period. Contractor will prepare addenda to the RFP when determined to be required (2 are assumed). If approved, the City's Contracts Manager will issue the addenda. This excludes any confidential questions asked by the proposers specific to innovative solutions. Subtask 5.D Review and Evaluate Proposals In preparation for proposal evaluation, Contractor will work with the City to prepare scoring matrices for use by the selection committee. Minimum qualifications will be evaluated on a pass/fail basis. Points will be awarded in the categories of experience/capabilities, organization/management/safety, cost, and project approach. The weighting of each category will be determined in conjunction with the City prior to issuing the RFP. Following the review period,a Contractors representative will participate as a technical advisor to the selection committee. Budget for one team member from contractor has been assumed to review and provide advice on the responses received and participate in the entire selection process which may include interviews. Subtask 5.E Interviews and Selection Team Meeting Assist the City in preparation for interviews of interested Contractors by preparing baseline interview questions. A Contractors representative will also attend all interview sessions. It is assumed that all interviews will occur on the same day. Following the interviews, a Contractors representative will meet with the City selection team to review rankings, debrief interviewers, and identification of the preferred Contractor. QBS—2020 Cach Reservoir and Pump Station Owners Representative 17 1 Page TASK 5 Summary of Deliverables: ➢ Draft and Final RFP to include technical requirements and scope of work ➢ (2) examples of contract forms and general conditions used on previous projects ➢ (2) examples of selection criteria used on previous projects ➢ Draft and Final TM for contractor Selection Criteria ➢ Draft and Final Contractor Pre-submittal meeting materials ➢ Response to RFP Questions ➢ Draft and Final Addenda to RFP ➢ Draft and Final proposal review matrix with weighted scoring ➢ Draft and Final Interview format, schedule and questions TASK 5 Assumptions: ➢ All draft and final deliverables in electronic format (PDF or Word) ➢ Up to two (2) addenda to the RFP are needed ➢ Unless otherwise specified such as site visits, all meetings to be held virtually TASK 6 - Contractor Contracting Following the issuance of the Notice of Intent to Award,Contractor will assist the City in its negotiations and contracting with the selected Contractor by providing: • Review of the scope and approach proposed by selected Contractor and provide the City with review comments. • Attend and support the City in negotiation sessions. Contractor will support the discussion of the design,construction, and project sequencing. • Assist the City in preparation and finalization of the contract. TASK 6 Summary of Deliverables: ➢ Comments and clarifications to contractor's scope,budget, schedule and approach ➢ Comments on draft contract TASK 6 Assumptions: ➢ City Attorney will be responsible for responding to any negotiation issues related to the terms and conditions of the contract. ➢ All draft and final deliverables in electronic format (PDF or Word) ➢ Unless otherwise specified such as site visits, all meetings to be held virtually PHASE 3: Design and GMP Determination Assumed Schedule: 08/27/21 — 04/14/2022 (33 weeks) TASK 7 Project Management and Administration Work under this task consists of managing the project management team and coordinating with the City throughout Phase 3. Subta rk 7.A Ubdate Proiect Management Plan Work with the City to identify roles and responsibilities of City staff and Contractor's team, and update the Project Management Plan (PMP), which consists of organization, roles, responsibilities, schedule, budget, communication, decision making procedures, and a staff plan required for assisting the City with successfully executing Phase 3 of this project. QBS—2020 Cach Reservoir and Pump Station Owners Representative 18 1 Page Subtask 7.B Management of Owner's Uresentative Team Conduct the activities related to the management of the Contractors team. These activities consist of coordinating with the City and Contractor's staff; tracking work progress, schedule and budget; performing bi-weekly internal progress calls with the City; and managing task activities so that all critical path objectives are being achieved in a timely manner. Subtask 7.C Monthly Retorts and Invoices Prepare and submit a monthly narrative report,invoice,and schedule within ten(10) days following the month end for the month in which the work was performed. TASK 7 Summary of Deliverables: ➢ Draft and Final Project Management Plan Update ➢ Monthly Invoices delivered by the 10`x' of each month to include: o Baseline Schedule update o Breakdown of labor o Progress report ➢ Bi-Weekly agenda and minutes for internal progress calls TASK 7 Assumptions: ➢ All draft and final deliverables in electronic format (PDF or Word) ➢ Unless otherwise specified such as site visits, all meetings to be held virtually TASK 8 Project Monitoring and Control Work under this task consists of assisting the City in managing the project activities performed by the Contractor. Subtask 8.A Proiect Management and Coordination Monitor the Contractor's project progress, including work completed, work remaining, budget expended, schedule, estimated cost of work remaining, and estimated cost at completion; manage activities within total project budget; monitor the Contractor's compliance with the Contract Documents; report the observations of any failures on the part of the Contractor to fulfill its contractual obligations. Coordinate with the City, Contractor,and other public agencies for project activities,including project data requests,project information and criteria clarification, application of regulatory permits, and design decision-making. Subtask 8.B Proiect Kick-o,f Meeting Participate in a 2-hour project kick-off meeting with the City and the Contractor. Review and provide comments on the Contractor's Project Execution Plan and Procedures Manual. Subtask 8.C Proiect Meetings and Document Control Prepare for and conduct the weekly coordination meetings between all involved parties to verify the project activities are being completed within the Contractor's approved schedule. Assume that the Contractor will capture and distribute meeting minutes. A project file shall be maintained, and electronic copies of files shall be archived in electronic format. Subtask 8.D Schedule and Risk Control Review the baseline and updated project schedule(s) submitted by the Contractor and identify actual and potential delays.Perform an analysis of their efforts on the project and discuss review comments with the City and the Contractor. QBS—2020 Cach Reservoir and Pump Station Owners Representative 19 1 Page Review the risk register template and updated risk register submitted by the Contractor. Track the status of the Contractor's scope and potential scope changes and provide recommendations to the City about any scope change. Subtask 8.E Review Monthly Pay Applications and Make Recommendations Review Contractor's monthly progress reports and application for payment and provide recommendations to the City for payable amounts to the Contractor. Provide a letter to the Contractor for any rejection of its requested payment, if applicable. Subtask 8.F Site Visits Assume two (2) site visits, each two (2) hours in duration,will be completed during this task. Site visits will be attended by Owners Representative, the Contractor, and City staff. TASK 8 Summary of Deliverables: Comments on the Contractor's Project Execution Plan and Procedures Manual. ➢ Comments on minutes (prepared by contractor) provided for weekly meetings with Contractor. ➢ Comments and recommendations (monthly) on: o Baseline Schedule o Risk Register o Decision Log TASK 8 Assumptions: ➢ Project Kick-off meeting, attended by Contractor PM and PE,will be led by Contractor including preparation of agenda and materials. ➢ Weekly 1-hour design meetings, attended by Contractor PM and PE, will be led by Contractor including preparation of agenda and materials. ➢ Meeting Minutes will be provided by Contractor ➢ Document management will be coordinated with City and Contractor. Platform and related costs to be provided by either City or Contractor. ➢ Unless otherwise specified such as site visits, all meetings to be held virtually TASK 9 Contractor's Work Review The objective of this task is to assist the City with the review of design documents submitted by the Contractor and prepare comments on the documents. Subtask 9.A Geotecbnical Retort Review Review the draft geotechnical report and provide comments. Participate in the geotechnical report review meeting with the City and the Contractor. Subtask 9.B Permit Review and Assistance Assist the City in obtaining the approval of all permits related to the project. Assume the Contractor will provide all documents necessary for permit application and regulatory approval. Subtask 9.C Basis o Design Review (BDR)and 30% Design Reviewl Cost Model Clarify the project design requirements and review the project design criteria during the report development. Review the draft BDR and provide comments. Participate in the BDR review meeting with the City and the Contractor. QBS—2020 Cach Reservoir and Pump Station Owners Representative 20 1 Page Clarify the project design requirements and respond to the Contractor's requests related to the 30% design. Review the 30% design deliverable, cost model, and project schedule. Participate in the 30% design review meeting with the City and the Contractor. Subtask 9.D 60%Design Review Clarify the project design requirements and respond to the Contractor's requests related to the 60% design. Review the 60% design deliverable, cost model, and project schedule. Participate in the 60% design review meeting with the City and the Contractor. Subtask RE Final Design Review Clarify the project design requirements and respond to the Contractor's requests related to final design. Review the final design deliverable and project schedule. Participate in the final design review meeting with the City and the Contractor. Subtask 9.F Design Element Interim Review Vorksbops Participate in up to four (4) design element interim review workshops with the City and the Contractor. TASK 9 Summary of Deliverables: ➢ Comments on geotechnical report. ➢ Technical Review and comments on the following submittals: o BDR 0 30%Design 0 60%Design o Final Design ➢ Review and comments on Design Workshop agendas and minutes TASK 9 Assumptions: ➢ Workshops (3-hr duration) will be led by Contractor including preparation of agenda and materials. ➢ Submittals to be provided in PDF format. Markups will be provided on plans and specifications together with comment log in Excel format ➢ Unless otherwise specified, such as site visits, all meetings to be held virtually TASK 10 GMP Proposal Review and Assistance in Contract Negotiation The objective of this task is to assist the City in reviewing the GMP proposal developed by the Contractor and to provide technical support to the City in contract negotiation. Subtask 10.A GMP Proposal Review Review the GMP proposal that was prepared using the"open book"basis.Provide Engineer's comments and recommendations to input into bids to the City for the GMP proposal. Subtask 10.B Support for Contract Negotiation Attend and support the City in virtual negotiation sessions (2 are assumed). Kennedy Jenks will support the discussion of items listed in the GMP proposal. The City Attorney will be responsible for negotiations of terms and conditions of the contract. TASK 10 Summary of Deliverables: ➢ Comments on GMP proposal in PDF format. QBS—2020 Cach Reservoir and Pump Station Owners Representative 211 Page TASK 10 Assumptions: ➢ The City Attorney will be responsible for negotiations of terms and conditions of the contract. ➢ Unless otherwise specified, such as site visits, all meetings to be held virtually PHASE 4: Basic Construction Phase Services Assumed Schedule: 05/5/2022 — 11/06/2023 (78 Weeks) TASK 11 Basic Construction Phase Services Basic construction phase services for the project include the following work activities: • Review, comment, and approve construction submittals (assume 45 submittals) within ten (10) business days • Respond to requests for information (RFIs) and clarifications that may result from contractor questions during construction within seven (7) business days (assume 15 RFIs) • Coordinate on-site inspection, as required by code, with specialty outside inspectors at key times during construction. Perform onsite observation up to 2 times/week. • Review and recommend approval to the City of potential Contractor change orders. Up to six (6) change orders are assumed. • Prepare owner directed change order scope documents,review the Contractor's proposed pricing and contract time changes, and provide recommendations to the City. Up to four (4) change orders are assumed. • Review Contractor's monthly progress payment requests and recommend approval to the City. • Provide a reasonable degree of day-to-day and periodic communication and associated coordination with City staff to keep staff appraised of construction progress and of any issues that may impact project cost or schedule. • Participate in the development of punch lists to be provided for Contractor's action or correction prerequisite to start-up, commissioning, and construction close-out activities. • Participate in the final walk through inspection. TASK 11 Summary of Deliverables: ➢ Responses to RFI and Submittals in electronic format (PDF) ➢ Draft and Final change order scope,budget and schedule recommendations ➢ Comments on Draft Punch List TASK 11 Assumptions: ➢ Review of up to 45 Submittals ➢ Review of up to 15 RFPs ➢ Scope assumes up to six (6) contractor generated change orders ➢ Scope assumes up to four (4) owner directed change orders ➢ Owner Advisor's CM to be on site up to 16 hours per week. Visits to be coordinated with inspection times and weekly construction meetings. Additional day to day inspections provided by City. ➢ Testing services not included in scope of work TASK 12 Scope Allowances &Additional Services For additional tasks outside the basic scope of work, Contractor will develop a separate budget or/or track independently as part of Task 12 for the City's approval. Tasks may include: • Design Engineer selection support • Additional Submittals and RFI's QBS—2020 Cach Reservoir and Pump Station Owners Representative 22 1 Page • Utility relocation planning • Additional Survey or Geotechnical Services • Design and permitting changes • Additional start-up and commissioning services • ROW Support QBS—2020 Cach Reservoir and Pump Station Owners Representative 23 1 Page EXHIBIT B CONTRACTORS PROPOSAL AND SCHEDULE OF RATES QBS—2020 Cach Reservoir and Pump Station Owners Representative 24 1 Page July • 2020 CITY OF TIGARD • �,�� - - � � � ,,y�: '� �, Vis. �. -� �; CASH RESERVOIR AND - a- P U M PSTAT I O OWNERS REPRESENTATIVE � �- � -�� ` l - e � r Otak SHANNONKJ KennedyJenks MII Alpine Summit Development, 1 . TITLE PAGE City of Tigard Kennedy Jenks 11 . TITLE PAGE City of Tigard Cach Reservoir and Pump Station Owners Representative Contact Person: Dean Wood, Vice President/Client Director 421 SW 6th Avenue, Suite 1000, Portland, OR 97204 Phone: 503-423-4021 1 Fax: 503-295-4901 Email: DeanWood@KennedyJenks.com Date of Submission: July 16, 2020 N Kennedy Jenks 2. TRANSMITTAL LETTER City of Tigard Kennedy Jenks 12. TRANSMITTAL LETTER REQUIRED INFORMATION Legal Name: July 16, 2020 Kennedy/Jenks Consultants, Inc. Authorized Representative: Dean Wood, Vice President City of Tigard 421 SW 6th Avenue, Suite 1000 13125 SW Hall Blvd. Portland, OR 97204 Tigard, OR 97223 DeanWood@KennedyJenks.com Subject: Cach Reservoir and Pump Station Owners Representative P: 503-423-4021 1 F: 503-295-4901 Dear Selection Committee: The City of Tigard (City)delivers drinking water from the Lake Oswego-Tigard Water Treatment Plant and services the Tigard Water Service Area (TWSA). Within the TWSA, Bull Mountain has eight sub-zones in the 560' pressure zone that is currently serviced by the 713' pressure zone. As the TWSA is expanding to include the River Terrace area,the City is moving forward to building a new reservoir and pump station to hydraulically connect these sub- zones and the River Terrace area to more efficiently deliver water to the growing Bull Mountain area. The City wants to evaluate alternative project delivery methods to include Construction Management/General Contractor (CM/GC), Progressive Design-Build (PDB), and Design-Build (DB). Kennedy Jenks Consultants (KJ) offers an experienced team that is available and committed to meeting a November 17, 2020 date for the City Council's approval of the recommended alternative delivery method. Through our proposed schedule, we have also shown that the times identified for contractor selection, design and GMP development, and construction all fit well within your schedule for project closeout by Spring of 2024. As a leader in both alternative delivery and water distribution systems, our team offers the following benefits to the City: 4 Unmatched Experience in Alternative Delivery. Within the past five years, our project manager, Dean Wood, has worked on 10 alternative delivery projects that were driven by schedule, innovation and design to budget. His understanding of how to integrate constructability from the contractor and thoughtful input from City Staff and local stakeholders will be critical to delivering best value for the City of Tigard. 4 Specialized Expertise in Reservoir Alternatives Analysis. Having designed more than 140 concrete and steel reservoirs, Don Barraza (Reservoir Lead) has completed scores of reservoir alternatives analyses. His experience along with our capabilities to perform viewshed analyses will enable our team to quickly provide the information needed for the City to make informed decisions early in the process. Don's expertise will expedite the preliminary design process, assist with site selection, and help meet the City's procurement schedule. 4 Significant Local Experience in Pipeline Design, Pump Station Design and Permitting to Provide the Technical Expertise Necessary to Guide Design as an Extension of City Staff. Our team features pipeline designer, Michael Humm, who has led design on two Willamette Water Supply segments and was on the design team for the Raw Water and Finished Water Pipelines for the Lake Oswego-Tigard Water Partnership. Shawn Spargo, our pump station technical lead, has recently designed booster pump stations for Clackamas River Water and was recently selected by the City of Newberg for the Bell-West booster pump station design. Our teaming partner, OTAK, strengthens our team with their experience with the City of Tigard's stormwater master plan. Their understanding of wetlands and watersheds in the Cach and Sunrise Park areas will assist with site selection and land use permitting. rJKenned Jenks 421 SW 6TH AVENUE, SUITE 1000 1 PORTLAND, OR 97204 � Y (503)423-4021 1 DEANWOOD@a KENNEDYJENKS.COM 12. TRANSMITTAL LETTER 4 Efficient and Robust Decision-Making That Allows for Collaboration and Best Value. The heart of alternative delivery is collaboration which increases the opportunity for innovation. KJ utilizes a process called Choosing By Advantage that weighs the advantages for each alternative. Through a workshop based approach in partnership with the contractor, stakeholders will develop lasting solutions with maximum value that will best serve the TWSA for generations to come. On behalf of the KJ team, we appreciate the opportunity to submit this Statement of Qualifications and look forward to working with you to deliver the Cach Reservoir and Pump Station for the City of Tigard. Very truly yours, Kennedy/Jenks Consultants, Inc. Dean Wood Project Manager 3. TABLE OF CONTENTS City of Tigard Kennedy Jenks 13. TABLE OF CONTENTS 1. TITLE PAGE 2. TRANSMITTAL LETTER 3. TABLE OF CONTENTS PAGE 1 4. PROJECT UNDERSTANDING AND APPROACH PAGE 8 5. PROPOSER QUALIFICATIONS PAGE 14 6. QUALIFICATIONS OF KEY STAFF PAGE 20 7. REFERENCES APPENDIX A: ATTACHMENTS A-D APPENDIX B: RESUMES 4. PROJECT UNDERSTANDING AND APPROACH City of Tigard Kennedy Jenks 14. PROJECT UNDERSTANDING AND APPROACH Project Understanding The 560 foot pressure zone forms a partial ring around Bull Mountain that includes the River Terrace Community. As the western portions of Bull Mountain have continued to develop, this pressure zone has been divided into sub-zones. This strategy allowed for servicing these areas but because of rapid development, transmission piping to hydraulically connect these areas is lacking. In 2014,the City of Tigard prepared a Water System Master Plan Addendum focused on providing water service to the developing River Terrace Community. Through the addendum's recommendation, the City opted for the construction of a new 1,400 gpm pump station at the Menlor reservoir to serve water to a new reservoir located on one of two City owned properties. The benefits of this solution is addressing fire and emergency storage within zone 560 and improved service efficiency over the use of the 713 zone with pressure reducing valves.The City expects to be utilizing alternative delivery to procure this project and requires an experienced consultant to support the City as an extension of staff. The City needs an experience team to deliver preliminary design services, procurement type selection, RFP development, contractor selection, design and construction support. Site Challenges Figure 1 summarizes our under- standing of site challenges. Small MenlorReservoir- streams on Bull Mountain are highly Pump station site to feed Cach Reservoir. susceptible to erosion. Past hydro- lo is changes due to un-miti at- Cach Nature Park Sunrise Park g g g Location Location ed impervious surfaces and water reservoir management practices >. '� i—�' Shallow Basalt have left several of the streams in a degraded and unsafe condition. Stormwater runoff and water man- Y : agement of the new Cach reservoir should incorporate infrastructure best management practices to pro- ` tect the downstream drainages from �r the two alternative sites.The stream channel and riparian corridor on the Cach Park property remains some of the highest quality resource area Narrow 20'road makes site access challenging. Reservoir location requires remaining on Bull Mountain and Construction traffic is a concern. access road through future should be considered in the site anal- planned community park. ysis. Other site challenges include shallow bedrock and steep slopes at both sites. These site issues will O Wetlands Visual Impacts O Resources O Sediment Deposit O Earth Slide also impact pipeline constructibility for connections to the 560 pressure Figure 1: Reservoir locations with key issues identified. zone. For Sunrise Park location,the desire for the reservoir to work with the park master plan will be key. For either site, minimizing or mitigating impact to residences in the midst of it all — both during construction and long term — will be important to show in site concepts and to emphasize in public meetings. CITY OF TIGARD 1 KENNEDY/JENKS CONSULTANTS,INC. C U C Z co C O Y _ to _ CU H O d 0 CU Co ` L O U 3 H ++ L cn i••' C co O Z i-+ 0 uj = is N _=.0 �O E co Cu O •� J _ cn U W t L w t CU E _� U ' _ O O N C - Y co N Ca CB E O o cc C cm N O a 3 N co c .� co .� co a U aa� 3 N c E O O a+ co y N O C Ca i-+ O _ cu 0 Y cu w o YLU n -a � v = o co c a o °� E N U _N = i--, N N U C6 co co N = CU a+ O .0 'Co cu o N += Cha co O N U += uj U v aE Q E '� a '� c E .5 -o UC7 Z a, cu w T T T T T T w O Y L Q N N U U 7 Z �O p >, O N 4— W C t i+ C U Q _ U w O -O C6 O .N W a0.. CO CL 0 O N U C N = U co CO co U aUi Q co c N E y a+ � a z E ai ;° o ayi E c a) Q � +r aj U O co . 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PROJECT UNDERSTANDING AND APPROACH Project Approach and Technical Plan KJ has provided services similar to those needed for the City of Tigard's Cach Reservoir project on more than 40 other recent projects on the west coast. Based on this experience coupled with our project manager's knowledge of alternative delivery, we have developed an approach to specifically guide the City of Tigard through the four phases of this project with the following major tasks: O PHASE 1:ALTERNATIVE PROJECT DELIVERY © PHASE 3: DESIGN AND GMP DETERMINATION METHOD DETERMINATION Project Management Plan Update to include Project Management Plan specifically crafted contractor team, communication plan and schedule for alternative delivery Technical Design Review and Permitting Assistance Reservoir Siting Evaluation that factors to support City in providing feedback and preferences stream corridors, Geotech conditions and on progress of design public concerns GMP Negotiations that factors allocation of risk Pump Station Alternatives evaluation that 0PHASE 4: BASIC CONSTRUCTION PHASE SERVICES meets hydraulic conditions and optimizes Opera- tions and Maintenance Attend Weekly Meetings to track overall construction Determination of Project Delivery Method that progress and facilitate team communication best addresses project requirements and risks with Respond to Key Project Submittals and RFI/RFCs to communication, schedule and staffing address contractor questions Change Order Management © PHASE 2: CONTRACTOR SELECTION Perform Site Observations and Inspections for RFP Development based on delivery method selected monthly progress payment requests Contractor Negotiations and Contracting following Contract Close Out to include performance testing contractor selection review and checklist preparation for final project Contractor Outreach to gauge interest and receive acceptance initial feedback on project O PHASE 1: ALTERNATIVE PROJECT DELIVERY METHOD DETERMINATION RESERVOIR SITING AND PUMP STATION CONFIGURATION TM To deliver a Technical Memorandum (TM) with recommendations on reservoir location and pump station configuration, our approach is to fully understand site conditions and hydraulics. This will be accomplished through the following tasks: O Data Review and Field Investigation O Hydraulic Analysis O Viewshed Analysis O Constructability and Cost Estimating Following these tasks, our team will then lead a workshop with the City to review alternatives and arrive at a consensus decision that provides for best value and incorporates 0&M preferences. Data Review& Field Investigation Survey: For the Sunrise Park location, a topographic and boundary survey was prepared by Cardno. Otak's scope of work will include performing quality assurance checks on the control and survey data. For the Cach Nature Park Location, anticipated 2019 LiDAR data should be available July/August 2020 from Metro. Our team's approach will be to generate contours from LiDAR for the site analysis of Cach Nature Park. Survey control can be extended from Sunrise Park and perform confidence point checks to verify LiDAR elevations. Geotech: Our geotechnical teaming partner Shannon & Wilson, will perform a combination of borings, test pits, and probes to develop an interpretive map of the rock surface contours. The rock contour map can be used to optimize the reservoir location where the least amount of siting grading will be required to achieve an incompressible foundation at the desired elevation. CITY OF TIGARD 3 KENNEDY/JENKS CONSULTANTS,INC. 14. PROJECT UNDERSTANDING AND APPROACH Viewshed Analysis: KJ's approach to mitigate public concerns includes a viewshed analysis of the proposed r° 'W reservoir locations.Visual representations of alternatives will be developed showing how the proposed reservoir and pump station will appear from multiple vantage points. This will enable property owners and the general public to actually "see" the reservoir, address potential concerns,and help in selection of a preferred alternative. Figure 2 demonstrates a viewshed analysis performed by KJ for the City of Morgan Hill. Hydraulic Analysis of Pump Station Alternatives and Reservoir Volume: Alternatives that will be considered °9 including having a single bifurcated pump station at the Menlor reservoir that feeds both the 560 and 713 pressure zones or siting an additional pump station at Figure 2: Viewshed analyses like the one done by KJ the new reservoir site to feed the 713 zone. Evaluating for the City of Morgan Hill will allow the public to see the hydraulic model will be necessary to understand the proposed reservoir and alleviate concerns with water demand and ultimately optimize water turnover to potential visual impacts. ensure water quality is maintained. Considerations for each include: Bifurcated Pump Station 11 Pump Station at Cach Reservoir Single lift to feed 713 pressure zone will require high head BY feeding the 713 zone, a portion of Cach reservoir is pumps effectively used as a wet well and may require a larger reservoir volume to serve 560 zone Consolidates PS Operations &Maintenance Provides for greater water turnover to mitigate age Cost savings with single building, back-up generator and noise attenuation;reduces electrical service size at the Additional pipeline required to feed 713 reservoir Cach Site Running at higher levels or having a reservoir that is too large can cause low water turnover, increased water age, and leads to potential degradation of water quality. KJ will interpret the modeling results and work with the City's modeling consultant to ensure water quality is maintained. Constructability Review and Cost Estimating: Using topographical survey and geotechnical information provided by our subconsultants, we will be able to develop alternative grading plans, identify temporary and permanent cut and fill slopes, and have compared estimated earthwork quantities. Understanding basalt layers, stream corridors and natural wetlands will optimize location and minimize excavation costs. For constructability related to permitting,ourteam will also perform a preliminary site walkto identify potential stream corridors and wetlands to mitigate impacts on natural resource for ease of permitting. DETERMINATION OF PROJECT DELIVERY METHOD Oregon Revised Statute (ORS) 279 C.355 provides requirements to exempt a public improvement contract from competitive bidding. Over the past 5 years, KJ's PM, Dean Wood, has worked on ten alternative delivery projects. With his experience,he understands the primary drivers for exemption and how each delivery method can uniquely benefit the City relative to elements such as schedule, cost, public impacts, constructability and risk. Following the project kick-off meeting, our approach will include: 1. Workshop #1 — Alternative Delivery Introduction: A workshop will be held with the City of Tigard to introduce alternative delivery methods. Our PM, Dean Wood, is performing a similar task for Portland BES for their pipeline rehab Program Delivery Team. This means that Dean will efficiently perform this task for the City of Tigard with a good foundation of materials already prepared. CITY OF TIGARD 4 KENNEDY/JENKS CONSULTANTS,INC. 14. PROJECT UNDERSTANDING AND APPROACH Based on project objectives, Table 1 is a summary of impacts on delivery method. Table 1: Impacts on delivery method. Delivery Method Potential Objectives Contractor involved at the beginning of project and has input at Progressive Design-Build Cost Control and Risk early stages of design to understand design intent and overall Mitigation risk during construction. Single contract reduces performance and schedule risks Cost Control with Contractor engaged at 30% design for constructability reviews CM/GC Moderate Risk Mitigation and identification of risks. Cost estimates are delivered at 60% and 90%design levels Due to streamlined procurement process,this method provides Fixed Price Design-Build Shortest Schedule the best method to accelerate schedule but offers the least input from City on cost control opportunities 2. Workshop #2 — Findings Presentation & Consensus Decision: Based on WS #1, KJ will evaluate each alternative delivery method against the criteria established and provide a summary to present to the City. KJ will also build from technical data reviewed and field data gathered to better understand overall conditions, cost and risks. Following our presentation of findings, this workshop will serve for general discussion and consensus building. KJ will then provide final recommendations in a TM. 3. Support the City In Moving Forward with Alternative Delivery: KJ will develop a Findings Memorandum to support the team's decision for alternative delivery procurement method selection. In addition, our team will: a. Attend Public Hearing and support City b. Attend and present findings at with materials, presentation and Q&A City Council Meeting © PHASE 2: CONTRACTOR SELECTION Contractor Outreach: We know and have established relationships with six different contractors in the Portland area that are experienced in alternative delivery projects. Following the preparation of a project summary document, our team will informally reach out to qualified contractors to gather feedback on the scope of work and gauge their general interest. RFP Development: The technical requirements and scope of work will serve as the foundation in developing the RFP KJ has several examples of RFP's used based on procurement method. Our team will work closely with your City Attorney and Contracts Manager to incorporate standard contract language and general conditions. With CM/GC or Progressive Design Build methods,there will be two phases of contracting: Phase 1:Preconstruction Phase -The RFP will largely be geared towards this phase of work and include a set of scoring criteria mutually agreed upon. Phase 2: Construction Phase-The RFP will include a set of general conditions approved by the City. KJ has several examples of general conditions for all three alternative delivery methods. At the GMP phase, it will likely be a requirement for the contractor to specify a percent fee on general conditions based on estimated contract value. Contractor Negotiations Our approach will be to develop a request for clarifications (RFC) together with the City to clearly understand expectations of scope of work, schedule, budget, and available resources. Following this RFC, KJ will attend and support the City through negotiation meetings with the Contractor. Following the 02/15 target date for the RFP, our team will support the City by attending presubmittal meetings and responding to RFP questions. For proposal evaluation, our team will provide technical guidance for scoring based on the pre-defined criteria developed. CITY OF TIGARD 5 KENNEDY/JENKS CONSULTANTS,INC. 4. PROJECT UNDERSTANDING AND APPROACH © PHASE 3: DESIGN AND GMP DETERMINATION In phase 3, KJ's primary role will shift to more of a support role that integrates our technical experts to ensure risks are fully identified, best design practices are used, progress of design meets established goals and objectives and to arrive at the lowest possible cost. Table 2 includes a summary of tasks performed in Phase 3. Table 2: Tasks performed in Phase 3. 'I & NegotiationsProject Management Project Monitoring Technical Review of GMP Development &Administration &Control Contractors Work • Update PMP to Attend design meetings Input on BDR • Support with allocation include schedule Maintain and update Risk Log Technical reviews of 30%, 60% of risk milestones and and 90% deliverables • Early work package communication • Maintain and update Change planning Log Permitting support identification • Management of Review contractor invoices Public Outreach support • GMP review and negotiations support internal technical • Monitoring schedule Constructability &Cost Estimating review team O PHASE 4: BASIC CONSTRUCTION PHASE SERVICES Our proven integrated approach to this phase of the work captures all the aspects of the RFP Scope of Work and will provide a timely flow of information, fostering good communication among the involved parties, and vigorous reporting on all project-related activities. It is anticipated that the contractor team will provide quality control services during construction, while the Owner's Representative will provide quality assurance services. The Project Manager will continue to provide management and oversight of the project. Both our CM Manager and PM are available to work/meet out of the contractor construction office and can provide a greater level of commitment if desired by the City. As part of our quality assurance program, our team will maintain the following plans: Risk Management Plan Permitting Plan Record of Decisions and Change Log Quality Control Plan Our approach to Phase 4 Construction Phase Services consistent with your scope also includes: Construction Progress Meetings: Weekly meetings with the contractor team and the City will be held to discuss progress and the three-week look-ahead schedule developed by the contractor. All related plans and logs will be maintained and updated. Submittals and RFI's: We will assemble and review a schedule of submittals that can be anticipated during the construction phase, and compare that to the construction schedule. Our CM will distribute the anticipated submittal logs as part of the construction progress meeting agenda, so that the contractor team can address needed submittals and any encountered procurement issues. Our team will provide compliance reviews to ensure the contractor team's submittal adheres to plans and specifications. Construction Inspections and Reports:We will provide regular reviews to ensure compliance with the construction contract during all phases of the work and provide detailed reports of activities, contractor team labor and equipment, and issues observed during these site visits. Payment Application Reviews: Our CM will review the Contractor's progress payments on a monthly basis to verify the completed contract work and recommend payment by the City to the contractor team. Punch List and Substantial Completion Request: Our CM will advise the City when the project is substantially complete,provide a project punch list of items that are deficient and in need of repair and make recommendations to the City with regard to project completion and final payment to the contractor team. After the on team has addressed these items, we will provide a certificate of substantial completion. CITY OF TIGARD 6 KENNEDY/JENKS CONSULTANTS,INC. 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YrN U3�O O U¢ mn ` U W WJ W Q m U ^ ci M M M L6YiU UUO c Y•i C LL•i LL � � Y y a N � lNO � N N O tNO a � N N N Y-p Y � � a � U Y Yn R t6 t0 N t0 N.�-'YVl�y N N N tN0 O- � � • m U /^� � � a a � aa�a a aaQaa as aLL waaaaa�'-aa 1 a Y y y Y d Y Y y Y Y Y Y y (n (n fn fn y Y Y p N to In N CA VJ N ti 53N to fA <A V)0(A N N N fn fn In In Cn Cn<n O<n to fn to <n N R (n <n N �.y Z • H H H H H H • H H H H Z H � V U 5. PROPOSER QUALIFICATIONS City of Tigard Kennedy Jenks 15. PROPOSER QUALIFICATIONS Relevant project experience with alternative delivery, reservoirs, pump stations and pipelines provides surety in planning and predesign activities KJ Offers Significant Alternative Delivery Experience in the Northwest Over the last five years, that experience includes 5 CM/GC projects, 4 Progressive Design Build projects and 3 Lump 40 Sum Design/Build projects, as illustrated in Figure 3. In total the aggregate construction value for these projects is well over $400M. This experience also includes working with the City of Portland to develop their CM/GC RFP documents and 411111 performing contractor outreach and training to expand their pool of bidders. We have a deep understanding of project drivers for alternative delivery and have the expertise to guide the City of Tigard in selecting the right delivery method for the Cach Reservoir project. ' J Specialized Expertise in Reservoir Design Providing Informed Decisions for Your Project Success LEGEND We provide the gamut of services for reservoir design projects, •CM/GC including siting evaluations and studies, alternatives analyses Progressive Design-Build for construction materials and methods, distribution system •Lump Sum Design-Build evaluations, water age analysis, mixing systems, seismic retrofitting and resilience, telemetry and controls, regulatory Figure 3: Within the past five years, KJ has agency coordination, grant administration,viewshed analyses worked on 12 alternative delivery projects and public outreach, and construction management. within the Pacific Northwest. KJ has successfully completed more than 100 water storage tanks over the past ten years. The locations of many of these are shown in Figure 4. During the past five years alone, our 111101 engineers have participated in the design of 40 tank projects S� and 20 distribution system evaluations to optimize operations. • • Local Pipeline and Pump Station Experience for Immediate Responsiveness Overthe past40years,KJ's Portland office has been performing • engineering for all aspects of pipeline design, inspection, and rehabilitation from the planning stage through construction. KJ has successfully assessed and designed pipelines up to • 144-inches in diameter.With recent local experience in leading • pipeline designs for Willamette Water supply, Lake Oswego- • • • • LEGEND 0 Concrete Tank Projects Tigard Water Partnership and the City of Beaverton, our firm • Welded S,eel Tank Projects offers knowledge of the latest developments in trenchless • technologies and seismic resilience. • KJ offers an experienced team that is local, available, and % •• responsive. Our team includes specialists versed in hydraulic ie •' modeling,design of pump installations,mitigation of hydraulic transients, I&C and structural engineering. Figure 4: KJ has completed 100+ water storage projects along the West Coast within the past 10 years. CITY OF TIGARD 8 KENNEDY/JENKS CONSULTANTS,INC. 15. PROPOSER QUALIFICATIONS RESERVOIRS Paxton Road Reservoir Design and Construction Support, City of Kelso, Kelso, WA KJ provided engineering services to the City of Kelso,Washington for the preliminary and final design for a new 2.0 MG strand-wound circular, prestressed concrete water reservoir with a completely flexible wall to dome connection design to maximize performance during a seismic event. The project included design engineering services for prestressed core walls for a new 120' diameter by 24' high water tank. The reservoir was designed Project Status with a dome roof to increase the slope on the roof, reduce maintenance from debris Completed Nov 2013 from adjacent trees, and eliminate columns inside the tank. The KJ design accounted KJ Role for aesthetic and community outreach requirements for locating the reservoir in an Design Lead established rural residential setting. Project Value $836k Project Relevance • Prestressed concrete reservoir • Pipeline route analysis and design Team Members • Siting evaluation • Geotechnical evaluation for soil stability Structural Jake Salter • Extensive public outreach for project and foundation design Structural support Don Barraza Client Reference Cost Estimator Michael Kardas, Director-City Engineer 360-577- 3376 mkardas@kelso.gov Janet Hoffman Harry Tracy Water Treatment Plant Water & Reservoir, San Francisco Public Utilities Commission, Millbrae, CA The 11 MG reservoir is a complex structure involving two tanks consisting of a chlorine contact tank for water treatment, constructed around a treated water storage reservoir. r The inner wall of the operational storage reservoir consists of a cast-in-place concrete wall with non-prestressed reinforcement and vertical post-tensioning tendons,while the outer Project Status wall of the chlorine contact tank is a strand wound circular pre-stressed concrete tank Completed 2015 with a cast-in-place concrete core with vertical prestressed reinforcement. KJ provided KJ Role design and construction period services for this complex project with design challenges Design Lead that included a reservoir site with limited space, situated in high seismic region near Project Value the San Andreas and Serra Faults. Other design challenges included the reservoir siting $4.3M above a stepped excavation of partial cut into a hillside and partial fill, which resulted in a potential for differential settlement. The project was awarded the 2017 American Team Members Structural Council of Engineering Companies (ACEC) California's Engineering Excellence Honor Jake Salter Award,the highest award given at the state level. Structural Project Relevance Don Barraza • Prestressed concrete water reservoir • Alternatives evaluations for construction • Partial cut into hillside with challenging methods including differential foundation requirements backfilling and earth retaining wall • Designing to high safety and reliability systems standards to ensure that the reservoir which is located above nearby residential and public-school facilities will remain in service after a maximum credible seismic event Client Reference Calvin Huey, PE, Civil Design Section Manager 415-554-3189 chuey@sfwater.org CITY OF TIGARD 9 KENNEDY/JENKS CONSULTANTS,INC. 15. PROPOSER QUALIFICATIONS RESERVOIRS Northeast Water Storage Reservoirs, City of Roseville, Roseville, CA KJ completed a series of two projects to improve safety and security of the City's drinking water system and provide additional drinking water storage capacity. KJ provided design services and construction administration for a new 10 MG prestressed concrete reservoir adjacent to the existing 6 MG water storage reservoir. For the second project, KJ provided preliminary and final design engineering services and construction administration for Project Status the new 7.25 MG strand-wound, circular, prestressed concrete water storage tank. The Completed 2017 reservoir was designed with an AWWA D110 Type I core wall,an under-drain system,and a KJ Role separate inlet and outlet system for mixing and turnover of the tank contents.The project Design Lead included site civil improvements around the tank including pavement and demolition of Project Value an existing 6 MG prestressed concrete reservoir. $755k Project Relevance Team Members • Design of prestressed concrete water tank • Tanks partially buried within hillside Structural • Design of new pump station and • Seismically resilient design Don Barraza transmission pipelines Structural Client Reference Jake Salter Jim Mulligan, Engineer 916-774-5770 jmulligan@roseville.ca.us PIPELINES Raw and Finished Water Pipeline Project, Lake Oswego - Tigard Water Partnership, Lake Oswego, OR KJ provided design services and land use and permitting assistance for the Project,which totaled 10.5 miles of 36- to 48-inch diameter welded steel water transmission main. The Raw Water Pipeline (RWP) conveys water from a new River Intake Pump Station in - Gladstone to the City of Lake Oswego's new Water Treatment Plant (WTP) in West Linn. Project Status The Finished Water Pipeline conveys treated water from the City of Lake Oswego's new Completed 2016 WTP to a new reservoir. Design included careful consideration of pipeline alignment and KJ Role construction methods necessary to traverse residential neighborhoods in three cities, Design Lead the Willamette River, and busy traffic corridors. The RWP consists of 1.9 miles of 48-inch Project Value diameter welded steel pipeline constructed using a combination of open cut construction $2.5M and trenchless construction. Pipeline connections at the raw water intake, water treatment plant, Waluga reservoir and Bonita pump station required coordination with Team Members Project Manager operations staff to ensure shut off valves and tie in infrastructure were both hydraulically Michael Humm and operationally efficient. Structural Project Relevance Jake Salter • Challenging sites, constructability • Trenchless construction under evaluation, and traffic control highways, railroads, and waterways • Stakeholder coordination and permitting • Traffic control planning • Pipeline route evaluation 10.5 miles Client Reference Joel Komarek — LOTWP Program Director 503 697-6588 JKomarek@ci.oswego.or.us XJ displayed tireless, dedicated effort and top-notch expertise from all quarters. Thanks for making this go so smoothly despite so many challenges over so long. Job well done!" -Jon Holland, Program Manager, Lake Oswego -Tigard Water Partnership CITY OF TIGARD 10 KENNEDY/JENKS CONSULTANTS,INC. 5. PROPOSER QUALIFICATIONS PIPELINES PLW_1.0 & 2.0, Willamette Water Supply Program (WWSP), Hillsboro, OR =---yF KJ was selected by WWSP to complete design and engineering services during construction for PLW_1.0 that includes over 3.9 miles of water supply pipeline ranging from 30-inch through 66-inch diameters. In 2019, KJ was again selected to design their PLW_2.0 segment that consists of over 3.3 miles of 48" welded steel pipe, five (5) Project Status trenchless crossings, four (4) turnouts for multiple pressure zones, and a pressure/flow Ongoing control facility. The overall program goal is to provide a seismically resilient pipeline KJ Role to meet future demands while providing redundancy in the event of an emergency. Design Lead Design was performed in multiple areas that included considerations for soils subject Project Value to liquefaction during the 9.2 magnitude design earthquake event, which required KJ PLW_1.0: $7.5M to design the pipeline and trench section as a flexible element. In addition to complex PLW_2.0: $4.5M design challenges, our team was also in coordination with public and private developers Team Members to take advantage of opportunity projects such as developments at Cornelius Pass Rd. Project Manager and TV Hwy. An overall project management approach laid the groundwork for delivering Mark Nelson the scope, schedule, and budget for these projects that included scheduled bi-weekly Pipeline Design team meetings, coordination meetings with the developer, ODOT, City of Hillsboro, and Engineer Washington County, design review sessions with key stakeholders, and frequent calls Michael Humm between KJ's team and WWSP The approach allowed timely project delivery to allow pipe Facilities Design to be installed prior to the adjacent development projects planned along the alignment. Engineer Project Relevance Shawn Spargo • Resilient pipeline design • Permitting and coordination with multiple Staff Engineer • Challenging soil conditions stakeholders and jurisdictions Amanda Mesick • Pipeline and facilities design management Structural Jake Salter Client Reference Mike Britch, Engineering & Construction Manager 503-941-4565 mike.britch@tvwd.org PUMP STATIONS lip, p Well 11 and Clearwell Booster Pump Station, City of Dundee, Dundee, OR KJ provided preliminary design, final design and construction management services for the Well No. 11 and Clearwell Pump Station. Work included the installation of a 250 GPM deep well vertical turbine at Well No. 11 and a 175 GPM vertical turbine booster pump at the City's booster pump station. The project also involved installation of new telemetry panels at both sites and an adjacent existing reservoir,expanding the City's backbone water Project Status system SCADA telemetry network.The team evaluated power requirements to the Well No. Completed 2015 11 building, recommended power supply options, and provisions for on-site emergency KJ Role standby power and replacement motor control for the new pump, incorporating existing Design Lead equipment where possible.This project allowed Well No. 11 to be fully developed,enabling Project Value the City of Dundee to use it as a short-duration production well and as an additional peak $98k flow water source during periods of high potable water demand in the City. It also improved Team Members fire capacity,system reliability, and control to respond to fluctuating demands. Project Manager Michael Humm Project Relevance Staff Engineer • Pump station design — siting, piping • Utility coordination Ryan Carney and layout • On-site emergency standby power • Pump hydraulic sizing • Pump station site sub-discipline Design • Hydraulic modeling — distribution • Telemetry/SCADA system transient analysis • Permitting Client Reference Rob Daykin, City Administrator 503-538-3922 Rob.daykin@dundeecity.org CITY OF TIGARD 11 KENNEDY/JENKS CONSULTANTS,INC. 5. PROPOSER QUALIFICATIONS PUMP STATIONS Hattan Road Pump Station, Clackamas River Water, Clackamas, OR Clackamas River Water is working to complete their Backbone Projects initiative to meet water demand and increase reliability and capacity in the south service district. The Backbone Projects are a series of reservoirs, pump stations, and transmission mains extending from Happy Valley, over the Clackamas River, south to Oregon City, and eventually the communities of Redland and Beavercreek. These essential projects will Project Status not only meet future demand, but also ensure the District's ability to distribute water to Completed June 2020 neighboring municipalities.The Hattan Road Booster Station delivers 5.6 MGD of potable KJ Role water to the Redland Reservoirs at a total dynamic head over 480 feet. The pump station Design Lead has three (3) @ 400 hp vertical turbine pumps operated with soft start drives and a dual Project Value tank, surge pressure mitigation system. The ability to gravity feed water from discharge $853k to suction reservoirs in an emergency was designed around a manual pressure reducing Team Members valve and pump station bypass system. The KJ team conducted a transient analysis for Project Manager the system, resulting in the identification for the need to install two 2,000-gallon surge Shawn Spargo tanks to mitigate surge issues. Design of these improvements was completed in 10 Principal-in-Charge months. Dean Wood Project Relevance Hydraulic Analysis Paul Chau . Similarly-sized booster pump station • Hydraulic analysis using Innovyze InfoWater • Included a transient analysis • Multistage vertical turbine constant speed Design Review Michael Humm . High pressure pumps/piping pumps • Multiple stakeholders Staff Engineer Amanda Mesick • Intricate land use application process CM Services-Inspection Client Reference Ryan Carney Adam Bjornstedt, Engineering Manager 503 722-9246 abjornstedt@crwater.com Structural Jake Salter ALTERNATIVE DELIVERY Downtown/Old Town Main-Taylor Sewer Rehabilitation, City of Portland Bureau of Environmental Services (BES), Portland, OR I CM/GC KJ is serving as the Owner's Representative by providing project management assistance during the pre-construction phase of the Downtown/Old Town Main Taylor Sewer Rehabilitation Project. This BES project includes design and construct repairs on deteriorating 100 to 140-year-old public sewer pipes in downtown Portland. Most of the rehabilitation will utilize trenchless methods such as CIPP or pipe bursting with a smaller Project Status amount of open cut excavation required. As the Owner's Representative,our role includes CM/GC Contract assisting City of Portland staff with developing scope and budget for design services and Negotiated providing overall oversight of the design consultant; developing materials for a CM/GC KJ Role delivery method; ongoing coordination, facilitation, and oversight of the CM/GC delivery Owner's process; and meeting participation in workshops as directed. Representative Project Value Project Relevance $311k • Alternative Delivery selected for • KJ role as Owners Representative. Team Members compressed schedule and coordination Guided RFP development, CM/GC CM/GC Project with multiple stakeholders selection and contractor negotiations Delivery Advisor Client Reference Dean Wood Susan Hjorten, PE, Project Manager 503-823-7098 susan.hjorten@portlandoregon.gov CITY OF TIGARD 12 KENNEDY/JENKS CONSULTANTS,INC. 15. PROPOSER QUALIFICATIONS ALTERNATIVE DELIVERY North Interceptor Sewer Project, City of Bend, OR I Progressive Design Build The North Interceptor Sewer Project (NISP) consists of the design and construction of a sewer transmission pipeline to accommodate the City of Bend's growth plans, policies, and incorporate redundancy into the system. The NISP alignment will also allow decommissioning of up to ten (10) lift stations as an added benefit to reduce Project Status overall 0&M costs for the City of Bend. The NISP is divided into three phases totaling Phase 1 Substantial 37,000 feet of gravity sewer and includes a 37 MGD pump station. The preliminary Completion Sept 2020 design was completed in three weeks to allow the team to advance plans on a tight Phase 2 completed with schedule. We were able to utilize an aerial LiDAR mapping provided by the City of Bend construction schedule and supplement information from survey to fill in gaps and locates to provide a master through Dec 2021 map in little time. Our team has been active with public outreach to set the stage for KJ Role positive relationships with landowners affected by the project. Project features also Design Lead include 4 trenchless crossings and significant work within public ROW. Project Value Project Relevance $1.9M • Collaborate delivery for best value and • Alternatives and siting analysis for Team Members operations input pipeline route selection and pump Project Executive . Pipeline and pump station design station Dean Wood Modeling Review management • Complex permitting with local land Paul Chau • Challenging geotechnical conditions to owners, county, ODOT and stakeholders Structural Engineer include basalt rock Jake Salter Design Engineers Client Reference Michael Humm Jessica MacClanahan, Project Manager 503-544-7321 jmacclanahan@bendoregon.gov Amanda Mesick ADDITIONAL PROJECTS Client/Owner Prestressed Concrete Reservoir City of Pasadena, CA 15 MG 2020 $1.1 M L Garfield Reservoir Replacement City of South Pasadena, CA 6.5 MG 2018 $1.2M 'o yEast Hills Distribution System City of Gearhart, OR 2.0 MG 2012 $84Ok Reservoir Terminal Reservoir Siting Review and City of The Dalles, OR 2.7 MG 2012 $1.9M Design Farmington Road Pump Station Tualatin Valley Water District, 10,000 LF of 16" 2021 $5OOk and Pipelines CM/GC OR Pipe >1 Kellogg Creek Water Pollution Control Clackamas County WES, OR 10 MGD 2020 $1.1 M Plant Improvements CM/GC The Dalles Wastewater Treatment $14.3 M Plant Progressive Design Build City of The Dalles, OR Renovation 2019 $2.1 M Jefferson &Hood Street Pipeline Cit7 MGD WWTP a� Progressive Design Build y of Tacoma, WA Upgrade 2017 $2.4M a Chambers Creek WWTP Improvements Pierce County, WA $3O0M Upgrade/ 2017 $2.3M CWGC Improvements Wastewater Treatment Plant $3M Packaged Membrane System Design Build Columbia Helicopters, OR WWTP 2017 $2.8M CITY OF TIGARD 13 KENNEDY/JENKS CONSULTANTS,INC. 6. QUALIFICATIONS OF KEY STAFF City of Tigard Kennedy Jenks 16. QUALIFICATIONS OF KEY STAFF A core team with previous experience working together on similar projects translates into a high functioning team immediately available to hit the ground running For over a century, KJ's purpose has been to provide clients with the very best in personalized service, WHY KJ? highly qualified professional staff, and technically •ur Project Manager offers unmatched advanced and appropriate engineering solutions. We experience alternative delivery p _ cts offer clients specialized service in water treatment, schedule,driven by Design water quality, energy services, infrastructure design Budget and rehabilitation, and construction management. We than support each of these service sectors with in-house Our Reservoir -'' designed ' - civil, environmental, structural, electrical, mechanical, ' ' reservoirs instrumentation and controls (I&C), Computer Aided Our offers significant . experience Design .- - Design (CAD), and construction staff. in pipeline • pump station design Alternative Delivery projects typically involve a V Our . .. in-depth compressed schedule or are complex in nature where knowledge of . Park Sunrise constructability input throughout design development wetlands and watersheds is anticipated to mitigate risk and improve design efficiency. For the City of Tigard, our team features ' ' i. Tank Projects - - Dean Wood who leads KJ's northwest alternative in the Past Five Years delivery group. Through his leadership, our firm has worked on 12 alternative delivery projects in the ' Completed Northwest within the past five years. This experience ' in the Pacific Northwest is critical when considering: • Collaboration and input from operations staff Local Alternative Delivery during design Projects " • Design to budget to ensure proposed improvements Miles of Pipeline Design and align with the City's concerns and long-term goals 750 Construction • Schedule surety to complete the project on time City of Tigard PROJECT Dean Wood Mark Nelson, DESIGN PIPELINE PUMP STATION RESERVOIR Michael Humm,RE. Shawn In. •. •• RE. Don Barraza,RE.,BCEE MODELING STRUCTURAL GEOTECHNICAL/TRENCH LESS STORMWATER Paul Chau,P.E.,CEM Jake Salter,P.E. Elliot Mecham,P.E.3 Tamara Connolly,PE.,ENV SP,CWRE2 KJ STAFF SUPPORT COST ESTIMATING CONSTRUCTABILITY SURVEY Amanda Mesick,P.E.,CFM Janet Hoffman,P.E.,CEP Aaron Smud' Sue Tsoi,PLS2 CONSTRUCTION MANAGER Aaron Smud' LAND USE PERMITTING Ryan Carney,P.E. Li Alligood AICP,LEED AP NDz ® k Key Personnel Alpine Summit Development' Otak' Shannon&Wilson' CITY OF TIGARD 14 KENNEDY/JENKS CONSULTANTS,INC. 16. QUALIFICATIONS OF KEY STAFF Dean Wood Don Barraza, PE., BCEE Project , • - • . • . ough preded design I % availability throughpredesign and design phase CURRENT TIME COMMITMENTS CURRENT TIME COMMITMENTS • Kellogg Creek WWTP Rehabilitation CM, Clackamas, • Seismic Evaluation of the Storage Tank System,Simi OR (2020) Valley, CA(2020) • Bend North Interceptor Sewer Project, Bend, OR(2021) • 4.5 MG Water Reservoir Project, McKinleyville, CA • Portland Columbia Blvd. WWTP Utilities Assessment, (2023) Portland (2025) • Upper Reservoir Replacement,San Fernando,CA (2022) • CMWD Lindero Pump Station Seismic Rehabilitation, ROLES & RESPONSIBILITIES Thousand Oaks, CA(2020) • Primary point of contact for City staff and will support project as extension of staff ROLES & RESPONSIBILITIES • Alternative Delivery method guidance and assistance • Lead site evaluation of reservoir • Overall leadership and strategic management • Structural and tank design reviews • Management of scope, schedule, and budget • Coordination with Paul Chau on reservoir sizing and water quality RELEVANT QUALIFICATIONS& EXPERIENCE RELEVANT QUALIFICATIONS& EXPERIENCE • Has served in a broad range of roles on 10 alternative • 33 years of providing structural and seismic evaluation, delivery projects and leads KJ's alternative delivery upgrade, and design of prestressed concrete reservoirs practice • His experience in design, upgrades, strengthening, • Experience with procurement as CM/GC advisor on and working with geotechnical, corrosion, cathodic Downtown/Oldtown and the project delivery team for protection, 0&M staff, and DDW officials provides the Large-Scale Sewer Rehab program unmatched knowledge for managing large scale design • Within the past year, has assisted in developing two of water storage facilities (2) CM/GC RFP's and brings numerous examples of • Extensive experience including over 140 concrete tanks contracts and RFP's and steel reservoirs, 17 pump stations, and 30 water • Working as Owners Agent with Clackamas County treatment plants WES on CM/GC project for the Kellogg Creek WWTP • Has completed 18 condition assessments upgrades • Senior-level reviewer for over a dozen water system • Managed pipeline projects such as Clean Water projects Services Upper Tualatin Interceptor and City of Bend • Serves as chairman of the AWWA committee on cast-in- North Interceptor requiring crossings of natural place conventionally reinforced concrete water storage resources,trenchless construction, and complex tanks permitting • Served as Project Engineer for Kelso Paxton Road • Recent pump station experience also included Reservoir, SFPUC Harry Tracy Water Treatment Plant alternatives analysis that factored hydraulic modeling Long-Term Improvements, among numerous others (by Murraysmith),constructability and cost estimation CITY OF TIGARD 15 KENNEDY/JENKS CONSULTANTS,INC. 16. QUALIFICATIONS OF KEY STAFF Michael Humm, P.E. Shawn . . . . PE. Mark Nelson, PE. Pipeline Lead Pump Station Lead Principal-in-Charge 30% availability through predesign 25% availability through predesign 75% availability through predesign and design phase and design phase and design phase CURRENTTIME COMMITMENTS CURRENTTIME COMMITMENTS CURRENTTIME COMMITMENTS • Rock Creek Primary Clarifier Design, • Columbia Blvd. Pipe Condition and • Beaverton Intertie, Hillsboro, OR Beaverton, OR(2020) Risk Assessment, Portland, OR (2020) • WWSP PLW_2.0, Hillsboro, OR (2022) • WWSP PLW_1.0, Hillsboro, OR (2023) • Bell West Water Pump Station and (2024) Pipeline Projects, Newberg, OR • TVWD Farmington Rd Pipeline, ROLES&RESPONSIBILITIES (2021) Washington County, OR(2020) • Lead planning and technical reviews • Goose Hollow Large-Scale Sewer of pipeline routing and design Rehabilitation, Portland, OR(2021) ROLES&RESPONSIBILITIES • Trenchless evaluation support • GP Camas Mill Wastewater • Provide guidance for Dean Wood • Technical coordination with team Treatment System Improvements, . Support in managing project and subs to ensure project goals Camas, WA(2020) financials and standards are met ROLES&RESPONSIBILITIES • Confirm the City's needs are met RELEVANT QUALIFICATIONS • Lead pump station alternative • Able to commit firm resources &EXPERIENCE analysis, planning and technical • Successfully led pipeline and facilityreviews RELEVANT QUALIFICATIONS improvement projects and has • Technical review of facilities design/ &EXPERIENCE completed capacity,condition, and upgrades • A Director in our Project pipe routing alternative evaluations • Discipline review coordination PMP gement Office and is a certified • Established timely and practical • Technical coordination with team design and completion dates and and subs to ensure project goals • 30 years completing civil, maintained project budgets and and standards are met environmental, and water system schedules improvement projects across the • Holds an open line of RELEVANT QUALIFICATIONS country communication with client &EXPERIENCE • Has managed large conveyance stakeholders to ensure delivery of • Successfully designed and managed projects from pursuit through a project aligns with the goals andconstruction projects involving water, stormwater, expectations of his clients pump stations,wastewater • Led several pipeline projects in • Has served as design engineer and pipelines, and water storage and Oregon, California, Nevada and quality reviewer on pipeline projects treatment for 20 years Texas, involving unique challenges including Bend North Interceptorsuch as trenchless crossings Has coordinated scope, schedule, Sewer Project,WES Kellogg Creek and budget for numerous planning, • Excels in managing interdisciplinary Water Pollution Control Plant, design and construction projects, teams to meet client expectations Beaverton WWSP Intertie Pipeline, including 18 standalone pumping • Serving as Project Manager and Lake Oswego-Tigard Raw and systems Principal-in-Charge on WWSP Finished Water Pipelines, and WWSP PLW_1.0 and PLW_2.0, and PLW_1.0 and PLW_2.0 • Knowledgeable in the mechanics of pump stations and designs fully Beaverton WWSP Intertie Pipeline operable,yet flexible stations to meet current and future demands CITY OF TIGARD 16 KENNEDY/JENKS CONSULTANTS,INC. 16. QUALIFICATIONS OF KEY STAFF QualificationsTeam Member/Role 11 • Diverse background in master planning,water supply • North Interceptor Sewer planning, hydraulic water modeling,energy analysis, Project, Bend, OR and infrastructure design • Hattan Road Pump Station, Paul Chau, P.E., CEM • He has built, developed,calibrated, and analyzed Clackamas, OR Modeling hydraulic water models using InfoWater and • Sunset Reservoir WaterGEMS Replacement- Evaluation • Has provided engineering analyses such as demand and Preliminary Design, development, pipe and pump station sizing,and Pasadena, CA Capital Improvement Program (CIP) development • Civil engineer specializing in the planning and design • Hattan Road Pump Station, of municipal conveyance systems, hydraulic and Clackamas, OR Amanda Mesick, P.E., CFM hydrologic modeling, and utility performance . PLW_1.0, Hillsboro, OR KJ Staff Support • Recent project work has been focused on project • North Interceptor Sewer management and municipal pipeline and pump Project, Bend, OR station design CM • Proficient in the use of ESRI GIS software and • Hattan Road Pump Station Innovyze water system modeling platform CM, Clackamas, OR • Experience with the design for centrifugal pumping • PLW_1.3 CM, Hillsboro, OR Ryan Carney, P.E. Construction Manager systems • Kellogg Creek Pollution • Extensive pump station and pipeline construction Control Plant CM management (CM) experience • Well #11 Pump Station and Pipeline, Dundee, OR • 18 year-career focused on structural engineering • Hattan Road Pump Station, with demonstrated experience on a wide range of Clackamas, OR • The Dalles Influent Pum Jake Salter, P.E. projects p Structural • Has extensive experience in structural analysis, Station,The Dalles, OR finite-element modeling,and dynamic analysis with . PLW_1.0, Hillsboro, OR expertise in design and retrofit of water structures in high seismic regions • Mechanical engineer and Certified Estimating • PLW_1.0, Hillsboro, OR Professional (CEP)with experience in design and . Beaverton Intertie, Beaverton, construction of public, industrial, and institutional OR facilities • WWSP Intertie Pipeline, • Construction experience including preparing bids, Beaverton, OR Janet Hoffman, P.E., CEP scheduling, budgeting and cost forecasting, piping Cost Estimating layouts, coordinating subcontractors, preparing • Paxton Road Reservoir Design submittals and 0&M manuals, negotiating and Construction Support, change orders and disputes, and starting up and Kelso,WA commissioning systems using both the traditional • Terminal Reservoir and Pump design-bid-build and GC/CM contracting methods Station Design,The Dalles, OR CITY OF TIGARD 17 KENNEDY/JENKS CONSULTANTS,INC. 16. QUALIFICATIONS OF KEY STAFF Member/RoleTeam Qualifications • Over 20 years of construction experience as an • Lake Oswego Raw and estimator and project manager on numerous project Finished Water Pipelines, types including water infrastructure,wastewater, Lake Oswego, OR Aaron Smud transmission pipelines, site work, environmental, and . WWSP PLW_1.0 and PLW_2.0, Constructability and minor structures Hillsboro, OR Cost Estimating • Experience within project teams for Design-Bid/ • Powell Butte Reservoir 2, Build, CM/GC,Alliance, and other bid delivery Transmission and Site Piping, methods Portland, OR • Has led Shannon &Wilson teams on complex • TVWD Grabhorn Reservoir, projects involving difficult foundation conditions, Beaverton, OR rock-excavation, site-specific seismic studies, slope . Sunrise Reservoir 11 stability, liquefaction analysis and modeling, seismic Reservoir, Happy Valley, OR hazard mitigation including ground improvement, deep excavations, retaining walls, shoring and • Pipeline, Reservoir, and Pump dewatering issues, slope stability analysis and Station, Lake Oswego-Tigard, mitigation, and buried structure foundation and OR Elliot Mecham, P.E. Geotechnical retaining system design and construction • Clean Water Services Upper• Served as Project Manager on several large U pp Tualatin Interceptor, reservoir and pipeline projects where major Washington County, OR concerns were slope stability, rock excavation, and • Clackamas River Water risk management related to facility siting, route Redland Reservoir Subsurface selection, and geotechnical design Characterization, Butterfield • Has experience working for water agencies of all Lane Transmission Main, and sizes, including the Tualatin Valley Water District, Springwater Road/S Hattan Portland Water Bureau,the Joint Water Commission, Road Pipeline, Oregon City, Clean Water Services, and Beaver Water District OR • 12 years of experience in public and private sector • Fields Property Development, Li Alligood, AICP, LEED AP planning managing projects of various sizes and Tigard, OR ND levels of complexity • River Terrace East Multifamily Land Use Permitting • Former development review and long-range planner Development,Tigard, OR at City of Milwaukie • North Shore Sewer Transmission System, Camas, WA • Senior water resources engineer and project • River Terrace Residential manager with 17 years of experience Development,Tigard, OR Tamara Connolly, P.E., ENV • Specializes in stormwater management, hydrology • Westmark Center Stormwater SP, CWRE and hydraulics modeling, and the design of Facility Rehabilitation, Stormwater stormwater conveyance,treatment, and detention Hillsboro, OR facilities • SW Watson Avenue Stormwater, Beaverton, OR • Oregon Registered Professional Land Surveyor with • WWSP PLW_2.0, Hillsboro, OR Sue Tsoi, PLS more than 20 years of experience working with • Rock Creek AWWTF Primary Survey surveyors,engineers and other professionals in the Clarifier No. 4 Treatment architectural,engineering and construction industry Expansion, Hillsboro, OR • WWSP On-Call Land Surveying Services, Hillsboro, OR CITY OF TIGARD 18 KENNEDY/JENKS CONSULTANTS,INC. 16. QUALIFICATIONS OF KEY STAFF Our teaming partners bring specialized services and in-depth knowledge of the project area resulting in successful project delivery on schedule and within budget We have assembled a project team of in-house personnel and subconsultants that you know and trust to provide the specialized expertise needed to meet potential project challenges. The City will benefit from our project team's specialized services, knowledge of the project area, and extensive experience gained in the successful completion of numerous similar projects. Alpine Summit Alpine Summit Development LLC's (Alpine) managing director,Aaron Smud, has over 20 years of construction experience as an estimator and project manager on numerous project types including water infrastructure, reservoirs, storm drainage, site grading, and roadways. His expertise includes developing resource loaded definitive construction cost estimates, constructability reviews, means and Alpine Summit Development,LLC methods,value engineering, contract negotiation, change orders estimating and cost validation that all lead to successful project delivery. Alpine has partnered with KJ as a key team member on numerous projects and programs throughout Oregon and California in both the water and wastewater industry. This partnership has spanned nearly ten years and has led to many successful projects such as Lake Oswego Raw and Surface Water Pipeline Projects, PWB Powell Butte Reservoir 2 Transmission and Site Piping, and WWSP PLW 1.0 and 2.0. Otak Otak was founded in 1981 in Tigard, Oregon and has a long history of working with the City on projects that support its growth.Their services have ranged from planning Otak and regulatory compliance, to design and permitting, to construction management and engineering. Otak has a unique understanding of the City's infrastructure from their many projects within and for the City of Tigard, including projects such as the Conceptual Site Master Plan for the Sunrise Property, River Terrace Community Plan, Tigard Stormwater Master Plan, Tigard Downtown Comprehensive Streetscape, Burnham Street Green Street Improvements, Jack Park Kruger Creek Culvert Study, and many more. Shannon & Wilson Shannon &Wilson is an employee-owned geotechnical and environmental consulting firm founded in the Northwest in 1954. Having completed more than 4,000 projects in Oregon, they have a deep understanding of the area's geologic and geotechnical conditions. Primary services include geotechnical engineering and instrumentation, geology and geophysics, seismic and earthquake engineering, hydrogeology, underground engineering,and environmental science/engineering. Shannon &Wilson =111 SHANNON 6WILSON,INC. has worked on numerous local reservoirs where challenging foundation conditions and pipelines across steep slopes are major geotechnical concerns,and have worked with owners,designers and contractors to address those concerns through all types of delivery processes, including Design-Bid-Build, GM/GC, Design Build, and Progressive Design Build. Shannon & Wilson has teamed with KJ on many projects in the PNW over the last 15 years including Clean Water Services Upper Tualatin Interceptor, WWSP PLW 1.0, and Portland Water Bureau Balch Consolidated Conduit. CITY OF TIGARD 19 KENNEDY/JENKS CONSULTANTS,INC. 7. REFERENCES City of Tigard Kennedy Jenks 17. REFERENCES The following client references have used the professional services of our team in the design and construction of water related infrastructure in the past ten (10) years. They can attest to our responsiveness, quality of work, project management, adherence to the budget and schedule, contract administration, and why they trust the KJ team, led by Dean Wood,to successfully deliver their projects. Project/Location Owner/Contact Address/Phone/Fax Various Projects Mortenson 10230 NE Points Dr. KJ has worked with Mortenson Construction on four and Locations Construction Suite 300 alternative delivery projects. Two of these projects Tom Paul Kirkland,WA 98033 included linear infrastructure that required complex General Manager Phone: 425-449-6994 permitting,trenchless crossings, alternatives Fax: 971-202-4110 analysis and a compressed schedule. Our projects have won two ACEC Engineering Excellence awards. North Interceptor City of Bend 709 NW Wall St. #100 This alternative delivery project included the Sewer Project Jessica Bend, OR 97703 design and construction of a sewer transmission (NISP), Progressive MacClanahan Phone: 503-544-7321 pipeline to accommodate the City of Bend's growth Design Build, Project Manager Fax: N/A plans, policies, and incorporate redundancy into Bend, OR the system. The NISP is divided into three phases totaling approximately 37,000 feet of gravity sewer. Phase 1 also consisted of a pump station at the Water Reclamation Facility. Downtown/Old Town City of Portland 1120 SW 5th Ave. Design and construction repairs on deteriorating Main-Taylor Sewer Bureau of Suite 613 100 to 140-year-old public sewer pipes in downtown Rehabilitation, Environmental Portland, OR 97204 Portland. KJ is serving as the Owner's Agent on this CM/GC, Portland, Services Phone: 503-823-7098 CM/GC project by providing project management OR Susan Hjorten Fax: 503-823-6995 assistance during the pre-construction phase. Project Manager PLW_1.0 and Willamette Water 1500 NW Bethany PLW_1.0 and PLW_2.0 project phases each include PLW_2.0, Hillsboro, Supply Program Blvd.,Suite 305 unique challenges requiring technically focused OR Mike Britch Beaverton, OR 97006 design solutions which included conducting Engineering and Phone: 503-941-4565 hydraulic analysis,surge analysis, geotechnical Construction Fax: 503-649-2733 evaluation,corrosion protection design, and Manager seismic analysis to assure that the pipeline and appurtenances meet the required design life. The Dalles City of The Dalles 105 Laughlin St. KJ was the design lead for the City of The Dalles Wastewater Dave Anderson The Dalles, OR 97058 WWTP Improvements Project. The method of Treatment Plant Public Works Phone: 541-296-5401 contract delivery was progressive design-build,the Progressive Design Director Fax: N/A first in the state of Oregon.The project provided Build,The Dalles, for the design and construction of a new influent OR pump station and headworks facility including screening and grit removal equipment, a new anaerobic digester, and aesthetic improvements to the treatment facility. CITY OF TIGARD 20 KENNEDY/JENKS CONSULTANTS,INC. APPENDIX A: ATTACHMENTS City of Tigard Kennedy Jenks ATTACHMENT A PROPOSAL CERTIFICATIONS ****************************************** Non-discrimination Clause The Contractor agrees not to discriminate against any client, employee or applicant for employment or for services, because of race, color, religion, sex, national origin, handicap or age with regard to, but not limited to,the following:employment upgrading,demotion or transfer;recruitment or recruitment advertising;layoffs or termination;rates of pay or other forms of compensation; selection for training;rendition of services. It is further understood that any contractor who is in violation of this clause shall be barred from receiving awards of any purchase order from the City, unless a satisfactory showing is made that discriminatory practices have terminated and that a recurrence of such acts is unlikely. Agreed by: Dean L. Wood Firm Name: Kennedy/Jenks Consultants, Inc. Address: 421 SW 6th Avenue Suite 1000 Portland, OR 97204 ***************************************** Resident Certificate Please Check One: F—,/]Resident Vendor: Vendor has paid unemployment taxes and income taxes in this state during the last twelve calendar months immediately preceding the submission of this proposal. Or FINon-resident Vendor: Vendor does not qualify under requirement stated above. (Please specify your state of residence: ) Officer's signature: Type or print officer's name:Dean L. Wood QBS—2020 Cach Reservoir and Pump Station Owners Representative 18 1 Page ATTACHMENT B SIGNATURE PAGE The undersigned proposes to perform all work as listed in the Specification section and that all articles supplied under any resultant contract will conform to the specifications herein, The undersigned agrees to be bound by all applicable laws and regulations, the accompanying specifications, and by City policies and regulations. The undersigned,by submitting a proposal, represents that: A) The Proposer has read and understands the specifications. B) Failure to comply with the specifications or any terms of the RFP may disqualify the Proposer as being non-responsive. The undersigned certifies that the proposal has been arrived at independently and has been submitted without any collusion designed to limit competition. The undersigned certifies that all addenda to the specifications has been received and duly considered and that all costs associated with all addenda have been included in this proposal: Addenda: No.n/a through No.n/a inclusive. We therefore offer and make this proposal to furnish services herein in fulfillment of the attached requirements and specifications of the City. Name of firm: Kennedy/Jenks Consultants, Inc. Address: 421 SW 6th Avenue, Suite 1000 Portland, OR 97204 Telephone Number:503-423-4000 Fax Number:503-295-4901 By: Date:7/9/2020 (Signature of Authorized Official. If partnership, signature of one partner.) Typed Name/Title:Dean L. Wood, Vice President & Client Director If corporation, attest: (Corporate Officer) ❑■ Corporation ❑ Partnership ❑ Individual Federal Tax Identification Number (TIN):94-2147007 QBS—2020 Cach Reservoir and Pump Station Owners Representative 19 Page ATTACHMENT C CITY OF TIGARD, OREGON ACKNOWLEDGMENT OFADDENDA Project Title: 2020 Cach Reservoir and Pump Station Owners Representative Close: Thursday,July 9, 2020— 10:00 a.m. I/WE HAVE RECEIVED THE FOLLOWING ADDENDA (If none received,, write `None Received"): 1.Addendum 1 Dated June 29, 2020 3. 2.Addendum 2 Dated July 2, 2020 4. 7/9/2020 Date Signature of Proposer Vice President&Client Director Title Kennedy/Jenks Consultants, Inc. Corporate Name QBS—2020 Cach Reservoir and Pump Station Owners Representative 20 Page ATTACHMENT D CITY OF TIGARD, OREGON STATEMENT OFPROPOSAL Name of Consultant:Kennedy/Jenks Consultants, Inc. Mailing Address:421 SW 6th Avenue, Suite 1000 Portland, OR 97204 Contact Person: Dean L. Wood Telephone:503-423-4000 Fax: 503-295-4901 Email:DeanWood@KennedyJenks.com accepts all the terms and conditions contained in the City of Tigard's Qualification Based RFP for Cach Reservoir and Pump Station Owners Representative, and the attached professional services agreement (Attachment E): 7/9/2020 Signature of authorized representative Date Dean L. Wood 503-423-4021 Type or print name of authorized representative Telephone Number Dean L. Wood 503-423-4021 Type or print name of person(s) authorized to negotiate contracts Telephone Number QBS—2020 Cach Reservoir and Pump Station Owners Representative 211 Page APPENDIX B: RESUMES City of Tigard Kennedy Jenks Dean L. Wood Project Manager Education Pacific Northwest Clean Water Association (PNCWA) BS, Civil Engineering, Oregon State University, 1994 Design Build Institute of America (DBIA) Memberships/Affiliations Years of Experience Water Environment Federation (WEF) 25 years Professional Summary Dean Wood is currently Vice President and Oregon Client Director for KJ. His experience includes water storage, treatment, collection, and distribution. Dean also leads KJs' national alternative delivery practice that includes projects delivered under CM/GC, Design Build, and Progressive Design Build. With over 20 years of experience in application engineering and planning, Dean brings practical experience necessary to deliver a successful project requiring: collaboration, planning, cost estimating and constructability that provides for long term reliability and best value. Project Experience BEND NORTH INTERCEPTOR SEWER PROJECT, MORTENSON CONSTRUCTION, BEND, OR PRINCIPAL-IN-CHARGE I PROGRESSIVE DESIGN-BUILD: The project includes the design and construction of a 54-inch diameter sewer transmission pipeline to accommodate the City of Bend's growth plans, policies, and incorporate redundancy into the system. Project features for the NISP include 37,000 feet of gravity sewer, trenchless construction, 37 MGD pump station, and multiple trenchless crossings. UPPER TUALATIN INTERCEPTOR REPLACEMENT, CLEAN WATER SERVICES,WASHINGTON COUNTY, OR I PRINCIPAL-IN-CHARGE I PROGRESSIVE DESIGN-BUILD: The project replaces an aging gravity interceptor in 48-, 60-, and 66-inch diameters.The pipeline is approximately 11,000 lineal feet in length and varies in bury depth between 15 to 25 feet. Project utilized multiple styles of trenchless pipe installation: microtunneling, horizontal directional drilling, and auger boring. The team worked collaboratively with the District to consider multiple options for alignment, materials, and trenchless technologies and moved the project forward on an extremely aggressive schedule. OLDTOWN/DOWNTOWN MAIN-TAYLOR SEWER REHABILITATION, CITY OF PORTLAND BES, PORTLAND, OR I CM/GC ADVISOR I CM/GC: KJ is serving as owners representative for this multi- year$40 million dollar project to assess the condition of and repair the aging public sewer system serving Portland's Downtown and Old Town neighborhoods. For this project, Dean is serving as a CMGC advisor and assisting the team in developing an RFP. KELLOGG CREEK WATER POLUTION CONTROL PLANT IMPROVEMENTS, CLACKAMAS COUNTY WATER ENVIRONMENT SERVICES, CLACKAMAS, OR I PROJECT MANAGER I CM/GC: KJ is providing owners representative services during construction intended to assist the District to administer the contract for construction, monitor the performance of the construction contractor, verify that the contractor's work is in substantial compliance with the contract documents and assist the District in responding to events that occur during construction. As portions of the plant were at risk of failure, this project was delivered under the CM/GC procurement method. K I Kennedy Jenks Dean L.Wood Page 2 WWSP INTERTIE PIPELINE, CITY OF BEAVERTON, BEAVERTON, OR I PRINCIPAL-IN-CHARGE I This project will install 2,800 LF of new 24-inch diameter ductile iron pipe.The project also includes a trenchless crossing of 209th Ave. in a 42-inch casing,two flow meter vaults and three control valve vaults that will provide a connection to the WWSP Tualatin Valley Highway Turnout and JWC transmission pipelines near the intersection of TV Highway and SW Cornelius Pass Road. The project includes conducting geotechnical evaluation, corrosion protection design, and seismic analysis to assure that the pipeline and appurtenances meet the required design life. THE DALLES WWTP-PHASE 113, MORTENSON CONSTRUCTION, THE DALLES, OR I PRINCIPAL-IN- CHARGE I PROGRESSIVE DESIGN BUILD: WWTP upgrades were designed to increase capacity from 7.7 MGD to 13.2 MGD. Through a series of Collaborative Delivery workshops, innovative alternatives were implemented including the addition of primary filtration along with a new anaerobic digester and cogeneration. As an alternative to a new influent pump station, our team also developed an approach to upgrade their existing pump station saving the City millions of dollars. HATTAN ROAD BOOSTER PUMP STATION, CLACKAMAS RIVER WATER, CLACKAMAS, OR PRINCIPAL-IN-CHARGE I Design for 3,400-horsepower can-style vertical turbine pumps to move water between the 6 MG 152nd Reservoir and the 2 MG Redland Reservoirs using over four miles of 18-inch to 24-inch transmission mains. Sections of the suction and discharge main were designed as part of this project. Land use permitting and a property partition were required to develop the pump station site. Two new buildings are in construction to house the pump station and separate surge pressure mitigation system. The surge building was designed with an emergency pressure relief station to gravity flow treated water between reservoirs while bypassing the pump station. The station has a flow monitoring station and onsite monitoring for chlorine residual. JEFFERSON AND HOOD ST. INTERCEPTOR,JW FOWLER, CITY OF TACOMA,TACOMA, WA PRINCIPAL-IN-CHARGE I PROGRESSIVE DESIGN BUILD: Project includes the design and construction of a large-diameter stormwater interceptor in an urban setting using open-cut and trenchless installation methods, as well as in design and construction of a marine outfall. Challenges include hazardous soils, public outreach, and pipeline alignment. FARMINTON ROAD BOOSTER PUMP STATION & FORCE MAIN,TUALATIN VALLEY WATER DISTRICT, BEAVERTON, OR I RFP ADVISOR I CM/GC: Project includes the design and construction of a new 4 MGD pump station with peak capacity of 71VIGD along with 10,500 of 16" diameter DIP pipe. Design elements include fluoride injection station, pump and pump house, sodium fluoride storage, backup power, pipe route selection and hydraulic modeling. EFFLUENT OUTFALL RELOCATION PROJECT, CASCADE PACIFIC PULP, LLC, HALSEY, OR PROJECT MANAGER I CM/GC: Project included final Design of 1,600 linear feet of 42-inch pipeline along the bank of the Willamette River and trenchless technology methods for installation of a new 20 port diffuser. Design elements also included a flow control structure. Along with design, KJ provided construction support services. Overall hydraulic flow capacity is 20 mgd. BIOSOLIDS EVALUATION AND DEWATERING DESIGN AND CONSTRUCTION SERVICES, CITY OF LINCOLN CITY, LINCOLN CITY, OR I TECHNICAL ADVISOR I CM/GC: Fast-track project involving construction of a new solids dewatering facility at the Lincoln City Wastewater Treatment Plant. Role included pilot protocol development, performance evaluation, economic analysis, implementation planning, and vendor negotiations for pre-purchased equipment. K I Kennedy Jenks Donald L. Barraza, P.E. Reservoir Lead Structural Engineers Association of California Education Applied Technology Council BS, Civil Engineering, University of Wyoming, 1986 State of California's Governor's Office of Emergency Registrations Services Professional Civil Engineer, California (45483), Years of Experience Oregon (75021),Washington (41090) 33 years Memberships/Affiliations American Society of Civil Engineers Professional Summary Don Barraza is a senior engineer with over 33 years' experience serving as structural engineer, project engineer, project manager, and construction resident engineer. In these roles he provided services for the planning, design, seismic evaluation, condition assessment, construction, and start-up of water and recycled water conveyance, treatment, storage, distribution and support facilities. In his career, he has worked on more than 18 condition assessments, structural design of over 70 concrete tanks and 70 steel reservoirs, 17 pump stations, and more than 30 water treatment plants, and has served as a senior-level reviewer for over a dozen water treatment plant projects. He also serves as chairman of the AWWA committee on cast-in-place conventionally reinforced concrete water storage tanks. Project Experience 2.0 MG PAXTON ROAD WATER STORAGE RESERVOIR SITING EVALUATION AND DESIGN, CITY OF KELSO, KELSO, WA I PROJECT ENGINEER I Structural designer in responsible charge for the design of a 2.0 MG strand wound circular prestressed concrete water storage tank with a cast-in-place dome roof. 15.0 MG HARRY TRACY WATER TREATMENT PLANT(HTWTP) LONG-TERM IMPROVEMENTS PROJECT,SAN FRANCISCO PUBLIC UTILITIES COMMISSION, MILLBRAE, CA I PROJECT ENGINEER Structural designer for the 15.0 MG circular reservoir divided into two compartments with a 4.0 MG circular chlorine contact chamber surrounding an 11.0 MG operational storage clearwell. 10.0 MG AND 7.25 MG NORTHEAST WATER STORAGE RESERVOIRS, CITY OF ROSEVILLE, ROSEVILLE,CA I PROJECT ENGINEER I Structural responsible in charge for design and CM for 7.25 MG and 10.0 MG strand-wound, circular, prestressed concrete water storage tanks. FEIGE CANYON WATER STORAGE TANK, CITY OF CALISTOGA, CALISTOGO, CA I STRUCTURAL DESIGNER I Responsible in charge for the structural and seismic evaluation of the 1966 era 1.0 MG welded steel tank and design of the replacement glass fused to steel bolted tank. The project included conformance with the State of California Department of Public Health requirements for water storage reservoirs. Project received 75% of fundingfrom the California OES and DHS/FEMA. 15.5 MG SUNSET RESERVOIR REPLACEMENT, PASADENA, CA I STRUCTURAL DESIGNER I Provided structural preliminary design for replacement of 15.5 MG earth embankment reservoirs with new concrete reservoirs. 1.0 MG UPPER RESERVOIR REPLACEMENT PROJECT,SAN FERNANDO, CA I STRUCTURAL DESIGNER I Provided structural design for a new 1.0 MG circular cast-in-place concrete reservoir. K( Kennedy Jenks Don Barraza,P.E. Page 2 5.0 MG MISSION TRAILS FLOW REGULATORY STRUCTURE AND FLOW CONTROL FACILITY II, SAN DIEGO COUNTY WATER AUTHORITY,SAN DIEGO, CA I QA/QC REVIEWER I Provided structural design for a new 5.0 MG Mission Trails Flow Regulatory Structure II in Mission Trails Regional Park. 6.5 MG GARFIELD RESERVOIR REPLACEMENT PROJECT, CITY OF SOUTH PASADENA,SOUTH PASADENA, CA I STRUCTURAL DESIGNER I Structural designer in responsible charge for the alternative evaluation and preliminary design of a 6.5 MG replacement of the existing cast-in-place earth embankment rectangular concrete reservoir. 15.0 MG CHEVY CHASE 968 RESERVOIR AND BOOSTER PUMP STATION, CITY OF GLENDALE, GLENDALE, CA I PROJECT ENGINEER I Structural designer in responsible in charge for the design of the 15.0 MG Chevy Chase 968 Reservoir. The trapezoidal reservoir measuring 475 feet by 245 feet was designed with storage separated into two halves and fully buried with vehicle live load over the top of the reservoir and constructed beneath the Chevy Chase County Club golf course. 9.5 MG RESERVOIR NO. 1 RECONSTRUCTION PROJECT, CITY OF BURBANK WATER & POWER, BURBANK, CA I PROJECT MANAGER I Project Manager and structural designer in responsible charge for the design and construction of the replacement of the City's Reservoir No. 1 a 1941 era 6.9 MG earth embankment reservoir constructed within a DSOD jurisdictional dam. 3.5 MG NICOLAS RESERVOIR ENGINEERING SERVICES, RANCHO CALIFORNIA WATER DISTRICT, TEMECULA, CA I CIVIL ENGINEER I Work included the preparation of preliminary and final design plans,specifications and cost estimates for two 3.5-million-gallon prestressed concrete tanks, inlet/outlet transmission main, and parallel transmission mains. 2.0 MG DAILY II TANK AND PIPELINE PROJECT, EASTERN MUNICIPAL WATER DISTRICT, RIVERSIDE COUNTY, CA I STRUCTURAL QC REVIEWER I Structural QC Reviewer for the Daily 11 2.0 MG welded steel water storage tank with 102'-0" diameter and 40'-0" shell height and pipeline. 2-1.0 MG PIONEER WATER STORAGE RESERVOIRS,AMADOR WATER AGENCY,AMADOR COUNTY, CA I STRUCTURAL QC REVIEWER I Structural QC review for two 1.0 MG welded steel tanks. 0.85 MG EAST DUNNE HILLSIDE WATER RESERVOIR AND PUMP STATION UPGRADES, CITY OF MORGAN HILL, MORGAN HILL, CA I PROJECT MANAGER I Project manager and structural designer in responsible charge for the design of a 0.85 MG welded steel water storage tank with site development including steep access road with retaining walls. Provided project management for survey, geotechnical, landscaping, CEQA, and all design disciplines for development of construction documents and construction management services for the new water storage tank, site civil improvements, and water booster pump station upgrades. 0.35 AND 0.325 MG DOMESTIC WATER STORAGE TANKS PROJECT, SONOMA STATE UNIVERSITY, ROHNERT PARK, CA I PROJECT MANAGER I Responsible in Charge for the final design and construction administration services for the replacement of the University's two Pritzker concrete potable water storage tanks totaling 400,000 gallons in storage capacity with three new AWWA D100 welded steel water storage tank of 50-foot diameter and 33-foot shell height. 3.0 MG GYPSY HILL& ROYCE RESERVOIRS, NORTH COAST COUNTY WATER DISTRICT, PACIFICA, CA PROJECT MANAGER I Planning, design, and construction management services associated with two new 3.0 MG welded steel tanks (120-foot diameter 37-foot shell height)for water storage including piping connections, appurtenances, cathodic protection systems, electrical and lighting systems. K I Kennedy Jenks Michael D. Humm, P.E. Pipeline Lead Education Memberships/Affiliations BS, Civil Engineering, Oregon State University, Pacific Northwest Clean Water Association 2005 Water Environment Federation Registrations Years of Experience Professional Civil Engineer, Oregon (76443) 16 years Professional Summary Michael is a dynamic civil engineer and project manager focusing on infrastructure improvement projects across the water environment. Michael is a strong internal and external communicator who has successfully delivered multidisciplinary designs across planning, design, and construction phases. Michael is adept at developing his client's vision, leveraging his strong leadership to ensure the design team maintains focus on the project specific goals, and by doing so, delivering operationally sound, successful, and long-lasting improvements. Project Experience NORTH INTERCEPTOR SEWER PROJECT, MORTENSON CONSTRUCTION, BEND, OR I DESIGN ENGINEER I The project includes the design and construction of a 54-inch diameter sewer transmission pipeline to accommodate the City of Bend's growth plans, policies, and incorporate redundancy into the system. Project features for the NISP include 37,000 feet of gravity sewer, trenchless construction, 37 MGD pump station, and multiple trenchless crossings. KELLOGG CREEK WATER POLLUTION CONTROL PLANT, CLACKAMAS COUNTY WATER ENVIRONMENT SERVICES, CLACKAMAS, OR I DESIGN ENGINEER I KJ is providing owners representative services during construction intended to assist the District to administer the contract for construction, monitor the performance of the construction contractor, verify that the contractor's work is in substantial compliance with the contract documents and assist the District in responding to events that occur during construction. As portions of the plant were at risk of failure, this project was delivered under the CM/GC procurement method. BEAVERTON WWSP INTERTIE PIPELINE, CITY OF BEAVERTON, BEAVERTON, OR I QUALITY REVIEW I This project will install 2,800 LF of new 24-inch diameter ductile iron pipe. The project also includes a trenchless crossing of 209th Ave. in a 42-inch casing,two flow meter vaults and three control valve vaults that will provide a connection to the WWSP Tualatin Valley Highway Turnout and JWC transmission pipelines near the intersection of TV Highway and SW Cornelius Pass Road. The project includes conducting geotechnical evaluation, corrosion protection design, and seismic analysis to assure that the pipeline and appurtenances meet the required design life. RAW AND FINISHED WATER PIPELINES DESIGN - LAKE OSWEGO-TIGARD WATER PARTNERSHIP, OR I PROJECT ENGINEER I KJ provided design services and land use and permitting assistance for the Lake Oswego-Tigard Water Partnership's Raw and Finished Water Pipeline Projects, which totaled 10.5 miles of 36-to 48-inch diameter welded steel water transmission main. The RWP consists of 1.9 miles of 48-inch diameter welded steel pipeline constructed using a combination of open cut construction and trenchless construction. The trenchless segment is 3,900 LF of 36-inch K I Kennedy Jenks Michael D.Humm, P.E. Page 2 diameter HDD welded steel pipeline constructed beneath the Willamette River. The FWP consists of 6.9 miles of 48-inch diameter welded steel pipeline constructed using a combination of open cut construction and auger boring of 90 LF of 60-inch steel casing under Trillium Creek, a 240-LF auger boring/trenchless crossing of 1-5, and a trenchless crossing of parallel railroad tracks on Bonita Road in Tigard. PLW 1.0, WILLAMETTE WATER SUPPLY PROGRAM, TUALATIN VALLEY WATER DISTRICT AND CITY OF HILLSBORO, OR I PIPELINE PROJECT ENGINEER I PLW_1.1 segment Phase lead for the design of 3,850 LF of welded steel pipe and 270 LF of 48-inch welded steel pipe installed via auger boring within a 60-inch diameter casing. Responsibilities included design of the pipeline incorporating hydraulic, surge, corrosion protection,seismic, and geotechnical design considerations developed by the KJ team. Led the development of the Basis of Design report, oversaw the completion of the steel pipe design, and implemented the internal quality control plan. Following design, Michael provided construction services and managed the day to day office engineering for the KJ team through sta rtu p. PLW 2.0, WILLAMETTE WATER SUPPLY PROGRAM,TUALATIN VALLEY WATER DISTRICT AND CITY OF HILLSBORO, OR I PIPELINE PROJECT ENGINEER I PLW_2.0 Pipeline Lead responsible for the design of 3.4 miles of 48-inch diameter seismically resilient steel pipeline through areas in Washington County with heavy traffic congestion and significant development. The project also includes several trenchless crossings, CAV and meter/PRV vaults, and a PRV Station at Highway 26. Responsible for the overall design of the alignment spanning from the inception of the preliminary design and basis of design, through final design. Responsible for leading internal disciplines and subconsultants and overall project delivery within the Program's schedule and budget. 8TH STREET WATERLINE PHASE 2, CITY OF DUNDEE, DUNDEE, OR I PROJECT MANAGER I The purpose of the project is to connect the two 12-inch pipelines on either side of ODOT's new 8th Street overpass abutment. Previous relocation work installed the new pipeline along the south edge of 8th Street and included a temporary small diameter pipeline routed around the ODOT overpass abutment which is inline with final pipeline alignment. Construction of the abutment required preloading of the soil to allow for significant settlement to occur prior to construction of the new overpass. This expected settlement also prevented the waterline alignment from being installed during the Phase 1 project. The Phase 2 connection piping will be installed using a trenchless steerable auger boring technology used to place a 36-inch steel casing underneath the abutment. The 14" HDPE transmission pipeline will then be installed with the casing and connected on either end to the Phase 1 pipeline. This second phase also includes removal of the temporary small diameter waterline around the abutment. HATTAN ROAD BOOSTER PUMP STATION, CLACKAMAS RIVER WATER, CLACKAMAS, OR PROJECT ENGINEER I Clackamas River Water is working to complete their Backbone Projects initiative to meet water demand and increase reliability and capacity in both the north and south service districts. The Hattan Road Booster Station is the cornerstone of the Backbone Projects, delivering 5.6 MGD of potable water to the Redland Reservoirs at an elevation of 650 feet higher than the booster station.The pump station has 3,400 hp vertical turbine pumps operated with soft start drives and a 2,200-gallon surge pressure mitigation system. Project responsibilities included pump station and surge mitigations system designs from project inception through construction completion. K I Kennedy Jenks Shawn C. Spargo, P.E. Pump Station Technical Lead Education Registrations BS, Civil Engineering, Oregon State University, 1999 Professional Civil Engineer, Oregon (58959) MS, Environmental Engineering, Oregon State University, 2000 Years of Experience 20 years with the firm Professional Summary Shawn Spargo has more than 19 years of experience completing civil, environmental and water system improvements projects. He has coordinated scope, schedule and budget for numerous planning, design and construction projects. Shawn currently serves as the lead engineer and project manager for design of two large water pumping facilities for Clackamas River Water in Clackamas, Oregon. Over the past ten years, his focus has been on projects involving water conveyance and surface water discharge, water treatment design and construction management. Recent projects include rehabilitation of two 4.0 MG pre- stressed concrete reservoirs for the City of Newberg,for which Shawn served as the Project Manager and lead engineer for the renovations;the $14 million City of The Dalles Wastewater Treatment Plan Improvements Project, where Shawn produced detailed plans and specifications and coordinated an interdisciplinary team of engineers; and the City of Scappoose, Oregon, Keys Road Water Plant Reservoir Coating Project, including design and construction of an exterior coating system to extend the useful life of a 1MG pre-stressed concrete reservoir. Project Experience HATTAN ROAD BOOSTER PUMP STATION, CLACKAMAS RIVER WATER, CLACKAMAS, OR I PROJECT MANAGER I Design for 3,400-horsepower can-style vertical turbine pumps to move water between the 6 MG 152nd Reservoir and the 2 MG Redland Reservoirs using over four miles of 18-inch to 24-inch transmission mains. Sections of the suction and discharge main were designed as part of this project. Land use permitting and a property partition were required to develop the pump station site. Two new buildings are in construction to house the pump station and separate surge pressure mitigation system. The surge building was designed with an emergency pressure relief station to gravity flow treated water between reservoirs while bypassing the pump station. The station has a flow monitoring station and onsite monitoring for chlorine residual. WELL NO. 5 ENERGY EVALUATION AND PUMPING IMPROVEMENTS, CITY OF HERMISTON, HERMISTON, OR I PROJECT MANAGER I Well No. 5 is the primary source of groundwater for the City of Hermiston feeding The Butte and South Tank Storage Reservoirs. This major pump station retrofit included complete replacement of switchgear, motor control center,telemetry and control systems.As an energy savings measure, a large pump control valve was removed in favor of variable frequency drives to control pump operation. Three, 250-horsepower split case centrifugal pumps were replaced with 200-horsespower split case pumps at an overall energy savings. Shawn served as the lead engineer, oversaw field construction of the project and proved instrumental in the project's success by tracking down a wiring issue during construction, which had initially limited the pumps ability to perform. The pumps exceeded design criteria with a firm capacity of 4,000 gallons per minute and continue to provide the City with a reliable water source. I KI Kennedy Jenks Shawn C.Spargo,P.E. Page 2 JOSEPH BOOSTER PUMP STATION, CITY OF HERMISTON, HERMISTON, OR I PROJECT MANAGER Design of a green field water booster pump station serving multiple pressure zones. Included 12" suction and 10" discharge mains to connect the new packaged booster station complete with 1 jockey, 2 duty and 1200 hp fire flow pump with flow monitoring and surge anticipator valve to protect the station from transient pressure waves. Extensive modeling was completed to evaluate the station performance in parallel with the existing Sunland Booster Station to serve multiple pressure zones. Modifications to an existing PRV station were necessary to sustain pressures and operate both booster stations. The project was constructed in only nine months to meet the client's expedited project timeline for occupying new schools served by the station. KEYS ROAD RESERVOIR REHABILITITATION, CITY OF SCAPPOOSE, SCAPPOOSE, OR I PROJECT ENGINEER I Provided design, bid and construction management services for the 1 MG Keys Road Water Plant Reservoir, with surface restoration for the pre-stressed concrete tank and installation of a submerged flow metering station and emergency generator at the Plant. Prepared plans and specifications for structural modifications to add the generator, design of the flow metering station and exterior coating system to protect the reservoir. The existing metering station was unreliable and required modification of the meter installation to ensure flooded conditions. Piping was modified and the new metering station continues to provide accurate flow monitoring. UMATILLA RIVER AND AGRICULTURAL CANAL PIPELINES, CITY OF HERMISTON, HERMISTON, OR PROJECT MANAGER-DESIGN LEAD I Managed the overall design of over two miles of 24-inch diameter HDPE irrigation water pipe, irrigation pump station with five variable speed,vertical turbine pumps, and an in-ground clear well.The largest pump was 100-hp and provides 6 MGD of irrigation water to district farmers. The pipeline crossed the Umatilla River with 20-inch ductile iron pipe trenched in rock. The project included a submerged river outfall with diffusers, diversion vaults, and retrofit of the West Extension Irrigation District's concrete-lined channel with a baffled outlet structure for energy dissipation. Permitting included a Use Attainability Analysis to permit surface water discharge to the West Extension Irrigation Canal for agricultural use and direct involvement with US EPA in addition to Army Corps permitting for in- water work. The Project also included Oregon DEQ review and renewal of the City's existing NPDES permit and 1200-C permit for erosion control. CITY OF THE DALLES - PROGRESSIVE DESIGN BUILD,THE DALLES, OR I CONSTRUCTION PHASE PROJECT ENGINEER I This Progressive Design Build $12M WWTP upgrade was the first of its kind in the state of Oregon. Shawn coordinated construction of a new 13.2 MGD influent pump station, headworks facility including screening, filtration, grit removal and cogeneration equipment. ADMINISTRATION BUILDING FORCE MAIN, NEHALEM BAY WASTEWATER AGENCY, NEHALEM, OR DESIGN ENGINEER I Engineering design and construction management for 1,800 feet of directionally drilled 18-inch diameter HDPE piping to replace the Agency's largest wastewater force main under the Nehalem River, with 900 feet of open cut 16-inch C900 PVC with a cased jack and bore crossing of Highway 101. Dual air release valves in a traffic-rated vault. An aqua dam and dewatering were designed for the exit pit, located in an active storage pond. Traffic control, ODOT right-of-way permit coordination and local traffic control. RAINIER WWTP AND COLLECTION SYSTEM IMPROVEMENTS, CITY OF RAINIER, RAINIER, OR I PROJECT ENGINEER I WWTP expansion and upgrade of existing collection system. Sewer collection system piping and pump station modifications, including design of both gravity and force mains. Included drawings and specifications for 700 feet of 24-inch directional drilled HDPE outfall pipeline and numerous smaller in- plant gravity sewer and small diameter force mains. Collection System rehabilitation for design of gravity mains including 300 feet of 12-inch gravity sewer and 270 feet of sewer and manhole lining to reduce infiltration. K Kennedy Jenks Mark R. Nelson, P.E., PMP Principal-In-Charge Education Professional Engineer, Nevada (16525) Professional Engineer, Oklahoma (26725) BS, Chemical Engineering, University of Tennessee Professional Engineer,Texas(82423) MS, Environmental Engineering, University of Professional Engineer, Washington (54713) Tennessee Registrations Certifications Professional Engineer, Oregon (93016) Project Management Professional Professional Engineer,Arizona (51076) Years of Experience Professional Engineer,Arkansas(14882) 29 years Professional Summary Mark Nelson is a Senior Project Manager with 29 years of experience in the planning, preliminary and detailed design, and construction management of a variety of municipal systems. He has extensive knowledge of the procedures needed to develop and manage large projects from the pursuit phase through construction. His expertise extends to development of detailed scopes of work, budgets, and schedules, and successfully managing diverse project teams in varied locations. Project Experience UPPER TUALATIN INTERCEPTOR REPLACEMENT, CLEAN WATER SERVICES, WASHINGTON COUNTY, OR I DUPUTY PROJECT ENGINEER I The project replaces an aging gravity interceptor in 48-, 60-, and 66-inch diameters. The pipeline is approximately 11,000 lineal feet in length and varies in bury depth between 15 to 25 feet. Project utilized multiple styles of trenchless pipe installation: microtunneling, horizontal directional drilling, and auger boring. The team worked collaboratively with the District to consider multiple options for alignment, materials, and trenchless technologies and moved the project forward on an extremely aggressive schedule. PLW_1.0, WILLAMETTE WATER SUPPLY PROGRAM (WWSP),TUALATIN VALLEY WATER DISTRICT AND CITY OF HILLSBORO, HILLSBORO, OR I PROJECT MANAGER I Currently managing our team's services for the design and construction services for four miles of water supply pipeline ranging from 30-inch through 66-inch diameters. PLW_1.0 has been developed to provide a seismically resilient water supply for the Program's customers, meeting future demand while providing redundancy in the event of an emergency. The PLW_1.0 pipeline is segmented into three delivery packages, PLW_1.1, PLW_1.2, and PLW_1.3. Each of these segments includes unique challenges requiring technically focused design solutions which included conducting hydraulic analysis, surge analysis, geotechnical evaluation, corrosion protection design, and seismic analysis to assure that the pipeline and appurtenances meet the required design life. This approach, along with the communication and coordination required for a Program project of this size and complexity has resulted in the KJ team continuing to successfully deliver this critical water supply project. PLW_2.0, WILLAMETTE WATER SUPPLY PROGRAM,TUALATIN VALLEY WATER DISTRICT AND CITY OF HILLSBORO, HILSBORO,OR I PRINCIPAL-IN-CHARGE 13.4 miles of 48-inch diameter seismically resilient steel pipeline through areas in Washington County with heavy traffic congestion and significant development. The project includes several trenchless crossings, CAV and meter/PRV vaults, and a PRV Station at Highway 26. I KI Kennedy Jenks Mark R.Nelson,P.E.,PMP Page 2 WWSP INTERTIE PIPELINE, CITY OF BEAVERTON, BEAVERTON, OR I PROJECT MANAGER I This project will install 2,800 LF of new 24-inch diameter ductile iron pipe.The project also includes a trenchless crossing of 209th Ave. in a 42-inch casing,two flow meter vaults and three control valve vaults that will provide a connection to the WWSP Tualatin Valley Highway Turnout and JWC transmission pipelines near the intersection of TV Highway and SW Cornelius Pass Road. The project includes conducting geotechnical evaluation, corrosion protection design, and seismic analysis to assure that the pipeline and appurtenances meet the required design life. EAGLE POINT BOOSTER PUMP STATION REVIEW, CITY OF EAGLE POINT, OR I PROJECT ENGINEER The City is in the process of installing a new booster pump station (BPS) adjacent to an existing 4 MG tank at the Riley Road Pump Station site. Mark assisted in the evaluation to estimate the needed design capacity of the BPS. As part of the evaluation, our team prepared a hydraulic model using the Fathom hydraulic modeling software and ran several scenarios to help assess the ability of the new BPS to meet the design conditions. PROJECTS PERFORMED WHILE WITH A PREVIOUS FIRM POSSUM KINGDOM ODOR CONTROL AND SCREENING IMPROVEMENTS,TEXAS PARKS AND WILDLIFE DEPARTMENT, DALLAS,TX I PROJECT MANAGER/ PROJECT ENGINEER I Preliminary and final design of approximately 4,000 LF of 16-inch pipeline, 3,000 LF of 30-inch gravity drain pipeline, an air scrubber system for hydrogen sulfide removal, a microscreen facility, and a 3,000 gpm submersible pump station. SLUDGE TRANSFER PUMP STATION, CITY OF DALLAS, DALLAS,TX I PROJECT MANAGER/ PROJECT ENGINEER I Responsible for preparation of the detailed design, including plans and specifications, for the addition of a 3 mgd sludge pump station capable of transferring primary sludge and waste activated sludge to Dallas's Southside WWTP, a distance of approximately 11 miles.The design included the addition of a "pigging" station for periodic cleaning of the force main. CONVEYANCE PROJECT, USAID ENGINEERING AND CONSTRUCTION MANAGEMENT SERVICES FOR INFRASTRUCTURE NEEDS PROGRAM (INP), USAID,WEST BANK, PROJ STATE CODE DESIGN MANAGER I The purpose of the estimated $45M conveyance project is to increase water supplies to the southern region of the West Bank by equipping four new production wells and connecting them to the existing transmission systems. The scope of the Conveyance Project included detailed design for approximately 16 km of transmission pipeline,four well pumps and associated electrical gear,five reservoirs, and construction of six pump stations at well sites 17, 32, and 48R, East Herodian, and Saer. Responsible for the Conveyance Project, supervising a multi-disciplinary staff of approximately 20 people remotely located in six domestic and international office locations during the preliminary and detailed design activities.Traveled to Jericho and assisted in the on-site project briefing to the Palestinian Water Authority and USAID officials in the West Bank describing the project management tools utilized to successfully maintain the project on schedule and budget. The project required swift mobilization of resources, and was completed on budget and schedule in 6 months. K l Kennedy Jenks Paul H. Chau, P.E., CEM Modeling Education Certifications BS, Environmental Engineering and Science, Certified Energy Manager,Association of Energy University of California, Los Angeles, 2006 Engineers MS, Civil and Environmental Engineering,Stanford University, 2007 Years of Experience 13 years Registrations Professional Civil Engineer, California (C75784) Professional Summary Paul Chau is a civil engineer and certified energy manager with a diverse background in master planning, water supply planning, hydraulic water modeling, energy analysis, and infrastructure design. He has built, developed, calibrated, and analyzed hydraulic water models using InfoWater and WaterGEMS. He has also provided engineering analyses such as demand development, pipe and pump station sizing, and Capital Improvement Program (CIP) development. Project Experience NORTH INTERCEPTOR SEWER PROJECT, MORTENSON CONSTRUCTION, BEND, OR I MODELING TECHNICAL ADVISOR I The project includes the design and construction of a 54-inch diameter sewer transmission pipeline to accommodate the City of Bend's growth plans, policies, and incorporate redundancy into the system. Project features for the NISP include 37,000 feet of gravity sewer, trenchless construction, 37 MGD pump station, and multiple trenchless crossings. HATTAN ROAD BOOSTER PUMP STATION, CLACKAMAS RIVER WATER, CLACKAMAS, OR I MODELING TECHNICAL ADVISOR I Clackamas River Water District is working to complete their Backbone Projects initiative to meet water demand and increase reliability and capacity in both their north and south service areas. KJ designed a new water booster pump station to deliver water south of the Clackamas River. The station includes three, 400-horsepower vertical turbine pumps to deliver 5.6 MGD to the Redland Reservoirs, a dual surge tank system and a pressure relief valve to deliver water north by gravity and bypassing the pump station. Paul provided technical guidance for hydraulic modeling services to define the pump station capacities. MORRO TANK RETROFIT, RAINBOW MUNICIPAL WATER DISTRICT, FALLBROOK, CA I CIVIL ENGINEER I The Morro Tank is the Ione source of storage in one of Rainbow Municipal Water District's (RMWD) water distribution system pressure zones. A structural and geotechnical analysis of the tank discovered the tank sits on unstable soil, which would require significant investment to rectify. Carried out a hydraulic analysis to determine alternative means of providing storage and pumping facilities for the pressure zone.The hydraulic analysis resulted in a more cost efficient solution for RMWD. WATER MASTER PLAN UPDATE, CITY OF THOUSAND OAKS,THOUSAND OAKS, CA I PROJECT ENGINEER I Served as a project engineer for preparation of the City of Thousand Oaks' (City) 2015 Master Plan Update. The purpose of the project is to identify infrastructure improvements required for the City's water distribution system. In addition,the hydraulic model is utilized to perform a water age analysis of the system, in order to identify areas of the system that potentially can have low disinfection levels. Kennedy Jenks Paul H.Chau,P.E.,CEM Page 2 WATER AND SEWER MASTER PLANS, ROSAMOND COMMUNITY SERVICES DISTRICT, ROSAMOND, CA I PROJECT MANAGER I KJ is developing water and sewer master plans for Rosamond Community Services District, which provides water, sewer, park, and lighting services for the City of Rosamond in Antelope Valley. An InfoWater hydraulic model was created for the water system and an InfoSewer hydraulic model was created for the sewer system to evaluate hydraulic bottlenecks and develop a Capital Improvement Program. Paul serves as the project manager for this project. WATER, RECYCLED WATER,AND SEWER MASTER PLANS, CITY OF SOUTHGATE,SOUTHGATE, CA RECYCLED WATER &SEWER LEAD I KJ prepared a Water Master Plan, Recycled Water Master Plan, and Sewer Master Plan as three standalone documents for the City. The goal was to develop capital improvement programs for the City's potable water, recycled water and sewer systems through build- out. KJ constructed and calibrated three models using City's GIS and SCADA system. Other tasks included potable water demand/sewer flow projections and recycled water market assessment, pipeline capacity analysis, supply/pumping/storage deficiency analysis, fire flow analysis, cast-iron pipeline replacement program and CIP development. WATER FACILITIES MASTER PLAN UPDATE, CITY OF SAN BERNARDINO, SAN BERNARDINO, CA PROJECT ENGINEER I Worked collaboratively with the San Bernardino Municipal Water Department to update its Water Facilities Master Plan, and develop a roadmap for continued successful performance and operation of critical water system infrastructure. Project included update of geographic information system (GIS) database, hydraulic model development, fire-flow testing, calibration, demand modeling and projections, statistical analysis to determine impact factors (economy, weather, employment etc.) on future demands, water conservation strategies, water resources, hydraulic analysis, Capital Improvements Program (CIP), and model training. LAS POSAS REPLACEMENT WATER STUDY, CALLEGUAS MUNICIPAL WATER DISTRICT, MOORPARK, CA I PROJECT ENGINEER I KJ provided CMWD and Fox Canyon Groundwater Management Agency engineering services to perform the Study, which comprised fourteen individual studies each evaluating a water supply alternative. KJ developed key criteria to assess each project alternative. Results of this Study found that opportunities to diversify the Basin's water supply are regionally accessible within supply types including stormwater, treated brackish water, imported water, and recycled water, as well as invasive vegetation removal. Factors impacting the overall feasibility of an evaluated alternative include capacity and capital costs per project, and potential limitations on supply availability such as water rights, agency terms, hydrological availability, drought, and other limitations. Project also included stakeholder engagement for criteria development and analysis review. RECYCLED WATER STRATEGIC PLAN AND FACILITIES MASTER PLAN, EASTERN MUNICIPAL WATER DISTRICT, RIVERSIDE COUNTY, CA I PROJECT ENGINEER I Responsible for hydraulic modeling and development of a capital improvement program as part of Eastern Municipal Water District's (EMWD) 2015 Recycled Water& Strategic Master Plan. The purpose of the project was to identify infrastructure improvements required for EMWD's extensive recycled water system,through 2050. The evaluation included consideration for various facility sites and pipeline alignments based on hydraulic modeling results and economic analyses to identify a preferred alternative. K I Kennedy Jenks Amanda Mesick, P.E., CFM Staff Engineer Education Memberships/Affiliations BS, Civil Engineering, University of Washington, American Water Works Association (AWWA) 2010 Pacific Northwest Clean Water Association MEng, Civil and Environmental Engineering, (PNCWA) Portland State University, 2018 Association of State Flood Plain Managers (ASFPM) Registrations Years of Experience Professional Civil Engineer, Oregon (91676PE) 10 years Certifications Certified Floodplain Manager,ASFPM Professional Summary Amanda has 10 years of experience as a civil engineer, specializing in the planning and design of municipal conveyance systems, hydraulic and hydrologic modeling, and utility performance. Recent project work has been focused on project management and municipal pipeline and pump station design. Project Experience BEND NORTH INTERCEPTOR PROJECT - PHASES 1, 2&3, MORTENSON CONSTRUCTION, BEND, OR i PROJECT ENGINEER i Currently working with a team to design and provide construction services for Phases 1-3 of the Bend North Interceptor Project(NISP). The NISP is a sanitary sewer interceptor pipeline and pump station project to accommodate the City's growth plans, policies, and incorporate redundancy into their system.The City is utilizing a Progressive Design-Build delivery method for the NISP, with Mortenson Construction serving as the contractor and KJ as the designer. The project travels inside and outside of the City's Urban Growth Boundary(UGB) and requires heavy coordination with permitting agencies, Bureau of Reclamation, Bonneville Power Administration (BPA), North Unit Irrigation District (NUID), Swalley Irrigation District(SID), Central Oregon Irrigation District(COID), BNSF Railway, ODOT, various utility agencies, and multiple private landowners. Project tasks include: conducting a pipeline routing alternatives analysis to provide an economical route with the lowest impacts to the community; pump station decommissioning analysis; pipeline design; specification development; subconsultant management and review•, coordination with permitting agencies; easement acquisition; and providing services during construction. UPPER TUALATIN INTERCEPTOR, CLEAN WATER SERVICES, WASHINGTON COUNTY, OR i PROJECT ENGINEER i Assisted with the inverted siphon designs for two river crossings of a 48-inch sewer transmission main. HATTAN ROAD BOOSTER PUMP STATION, CLACKAMAS RIVER WATER, CLACKAMAS, OR i PROJECT ENGINEER i Design for 3,400-horsepower can-style vertical turbine pumps to move water between the 6 MG 152nd Reservoir and the 2 MG Redland Reservoirs using over four miles of 18- inch to 24-inch transmission mains. Sections of the suction and discharge main were designed as part of this project. Land use permitting and a property partition were required to develop the pump station site.Two new buildings are in construction to house the pump station and separate surge pressure mitigation system. The surge building was designed with an emergency pressure relief Kennedy Jenks Amanda Mesick,P.E.,CFM Page 2 station to gravity flow treated water between reservoirs while bypassing the pump station. The station has a flow monitoring station and onsite monitoring for chlorine residual. PIPELINE WEST 1.0,WILLAMETTE WATER SUPPLY PROGRAM (WWSP), HILLSBORO, OR PROJECT ENGINEER I Supported a team to design the 30-inch to 66-inch welded-steel pipeline and pressure reducing valve (PRV) vault design for the PLW_1.0 alignment. Project tasks included: pipeline and vault design; specification development; data design handbook development; subconsultant management and review; attending construction meetings; and construction submittal and RFI review. WASHINGTON PARK HYPOCHLORITE PROJECT, PORTLAND WATER BUREAU, PORTLAND, OR PROJECT ENGINEER I Working on a design to construct new facilities within the existing Hypochlorite Building that will provide metered, flexibly controlled sodium hypochlorite and ammonia solutions to injection points at other Washington Park facilities. WATER SUPPLY PIPELINE DESIGN, PLM 4.0, WWSP,TUALATIN VALLEY WATER DISTRICT AND CITY OF HILLSBORO, HILLSBORO, OR I PROJECT ENGINEER I Worked with a team to design nearly 5 miles of 66-inch-diameter welded-steel pipeline. Project tasks included: pipeline design; specification development; and adhering to reporting standards for earned value, change management, QA/QC, and risk/value register. 2019 WATER SYSTEM IMPROVEMENTS, CITY OF COLUMBIA CITY, COLUMBIA CITY, OR I PROJECT ENGINEER I Worked on a design for replacing 3,500 feet of the water distribution system and seismic upgrades to the two 200,000-gallon steel reservoirs. ARCGIS ONLINE INTEGRATION, CITY OF COLUMBIA CITY, COLUMBIA CITY, OR I PROJECT ENGINEER I Assisted with the development of a remote mapping platform using ArcGIS Online. ArcGIS Online provides the City of Columbia City to electronically maintain documentation of their water and sanitary system infrastructure. HILLSBORO WASTEWATER TREATMENT FACILITY(WWTF) HYDRAULIC EVALUATION PROJECT, CLEAN WATER SERVICES, HILLSBORO,OR I PROJECT ENGINEER I Developed a Visual Hydraulics model for the Hillsboro WWTF to validate known hydraulic bottlenecks. The model was calibrated to field data and used to develop CIP projects to remediate the bottlenecks and increase capacity. FOREST GROVE WWTF UV DISINFECTION AND EFFLUENT PUMP STATION,CLEAN WATER SERVICES, FOREST GROVE, OR I PROJECT ENGINEER I Updated the Visual Hydraulics model for the Forest Grove Wastewater Treatment Facility. Using the updated model, hydraulic bottlenecks were identified and two projects were developed: 1) Modifications to the influent flow structure to direct floatables and debris into a new grinder pump station, and 2) Modifications to the primary flow control structure to install a new open channel with flow monitoring instrumentation. CITY OF WARRENTON I&I STUDY, CITY OF WARRENTON,WARRENTON, OR I PROJECT ENGINEER Led and evaluation of the condition assessment of the City of Warrenton's sanitary sewer system to develop a Capital Improvement Plan (CIP) detailing recommendations for the collection system. HYPOCHLORITE DISINFECTION AND NON-POTABLE WATER PUMP STATION UPGRADES, WATER ENVIRONMENT SERVICES, CLACKAMAS COUNTY, OR I PROJECT ENGINEER I Supported a team to design hypochlorite disinfection upgrades to the Tri-City Wastewater Treatment Plan. Project tasks included: upgrading the existing chlorine gas system to a hypochlorite disinfection system, replacing bisulfite storage tanks, and replacing the mixer in the chlorine contact basin. K I Kennedy Jenks Ryan F. Carney, P.E. Construction Manager Education Registrations BS, Biology, Northern Arizona University, 2010 Professional Engineer, Oregon (89575PE) MS, Civil Engineering, University of Colorado, Boulder, 2014 Years of Experience 5 years Professional Summary Ryan Carney is a member of the civil engineering staff in the Portland office. Ryan's professional experience includes planning, design, and construction management of water and wastewater conveyance and treatment systems. Ryan is proficient in pipeline and pump station design with skill in performing detailed hydraulic analyses, material and equipment selections, pipe structure calculations, and condition assessment. Ryan utilizes a combination of exceptional attention to detail and understanding of overall project goals to deliver outstanding services to his project managers and clients. UPPER TUALATIN INTERCEPTOR REPLACEMENT, CLEAN WATER SERVICES,WASHINGTON COUNTY, OR i STAFF ENGINEER i The project replaces an aging gravity interceptor in 48-, 60-, and 66-inch diameters. The pipeline is approximately 11,000 lineal feet in length and varies in bury depth between 15 to 25 feet. Project utilized multiple styles of trenchless pipe installation: microtunneling, horizontal directional drilling, and auger boring. The team worked collaboratively with the District to consider multiple options for alignment, materials, and trenchless technologies and moved the project forward on an extremely aggressive schedule. KELLOGG CREEK WATER POLLUTION CONTROL PLANT IMPROVEMENTS, CLACKAMAS COUNTY WATER ENVIRONMENT SERVICES, CLACKAMAS, OR i DEPUTY CONSTRUCTION MANAGER i KJ is providing construction management and Owner's Representative services for the Kellogg Creek Water Resource Recovery Facility Improvements Project. This CM/GC project with a contract value of$18.5M includes upgrades and replacement of process piping, influent and secondary pump stations, process blowers, standby power equipment, and odor control systems. Responsibilities include coordinating with the Contractor, WES staff, and the design engineer to synchronize project work with facility operations of an active treatment plant while providing observation and documentation of Contractor work. DUNDEE WELL #11 PUMP STATION AND PIPELINE, CITY OF DUNDEE, DUNDEE, OR i ENGINEERING SUPPORT i This project will allow Well #11 to be fully developed into a production well, allowing the City to use it as a short-duration production well and an additional peak flow water source during periods of high potable water demand in the City. In addition to the improvements to Well #11, a number of other improvements related to the City's water system at the well field and clear well booster pump station have been incorporated into this project. These additions include installation of a third booster pump and new control systems for all three pumps at the booster pump station, installation of new telemetry panels at the booster pump station and the Uplands Reservoir, and expansion of the City's backbone water system SCADA telemetry system. I KI Kennedy Jenks Ryan F.Carney,P.E. Page 2 WWSP INTERTIE PIPELINE, CITY OF BEAVERTON, BEAVERTON, OR I STAFF ENGINEER I This project will install 2,800 LF of new 24-inch diameter ductile iron pipe. The project also includes a trenchless crossing of 209th Ave. in a 42-inch casing,two flow meter vaults and three control valve vaults that will provide a connection to the WWSP Tualatin Valley Highway Turnout and JWC transmission pipelines near the intersection of TV Highway and SW Cornelius Pass Road. The project includes conducting geotechnical evaluation, corrosion protection design, and seismic analysis to assure that the pipeline and appurtenances meet the required design life. PLW_1.0,WILLAMETTE WATER SUPPLY PROGRAM, HILLSBORO, OR I CONSTRUCTION ENGINEER Served as staff engineer for PLW 1.1, the first phase of PLW 1.0 which included detailed design and construction support for over 20,000 feet of welded steel pipe. KJ work included detailed alignment analysis, pipe structural calculations, design of pipeline appurtenances, preparation of specifications, and submittal review. In addition to detailed design services, also assisted in producing the design report that KJ used as a basis for ensuring the project conformed to WWSP standards. HATTAN ROAD BOOSTER PUMP STATION, CLACKAMAS RIVER WATER, CLACKAMAS, OR CONSTRUCTION MANAGER I Clackamas River Water is completing three major water booster pump stations as part of their Backbone Projects. KJ designed a new water booster pump station to meet water demand and increase reliability and capacity in both their north and south service areas.The station includes three, 400-horsepower vertical turbine pumps to deliver 5.6 MGD to the Redland Reservoirs, a dual surge tank system and a pressure relief valve to deliver water north by gravity and bypassing the pump station. GROUNDWATER PUMP MAIN PRESSURE ANALYSIS, PORTLAND WATER BUREAU, PORTLAND, OR PROJECT ENGINEER I Led steady-state modeling efforts for groundwater pump main and three Bull Run water transmission conduits. The GWPS consists of six 12,000 gpm dual mode pump/turbine units and two 3,400 jockey pumps and the GWPS Pump Mains consist of 6.3 miles of steel and concrete cylinder pipe ranging in size from 60-inch to 90-inch diameter, with direct interties with the Bull Run conduits. In addition to static steady state hydraulic modeling, KJ worked with Flow Science to complete transient analysis to determine the maximum pump rate of the pump station, safe operating pressures along the groundwater transmission main, and operational and surge mitigation measures required to increase the firm rated capacity of the pump station. The analysis and results were summarized in a report for Portland Water Bureau to evaluate options for future operations for the Groundwater Pump Station. PORTSMOUTH-UNIVERSITY PARK SEWER REHABILITATION PROJECT, LARGE-SCALE REHABILITATION PROGRAM SUPPORT ON-CALL, PORTLAND BES, PORTLAND, OR I ENGINEERING SUPPORT I KJ provided rehabilitation of more than 50 sewer pipes that require rehabilitation or replacement to address structural deficiencies. The team evaluated pipe condition to determine the scope of rehab/replacement, followed by design and engineering services during construction. Design of improvements included replacement using pipe bursting or open cut pipeline replacement, rehabilitation using full pipe or segmental CIPP lining, and spot repair. Coordinated with survey, geotechnical, and environmental consultants as well as with the City's modeling, non-conforming sewer, and construction and inspection teams. LARGE-SCALE SEWER REHABILITATION PROGRAM, PORTLAND BES, PORTLAND, OR I STAFF ENGINEER I Provided condition assessment, cost benefit analysis, and planning level design of over 80,000 feet of sewer pipe ranging in size from 8-inches to 36-inches in diameter. Recommended rehabilitation scope and methods and performed detailed design of 22,500 feet of pipe. Also coordinated tasks and design work between multiple City of Portland bureaus, KJ staff, and subconsultants including drafting, public involvement, survey, geotechnical, and environmental. K I Kennedy Jenks Jake D. Salter, P.E. Structural Design Education Registrations BS, Civil Engineering& Mathematics,Vanderbilt Professional Civil Engineer, Oregon (89742PE) University, 1999 Professional Civil Engineer, California (75464), MS, Civil Engineering,Vanderbilt University, 2001 Washington (53076) Years of Experience 17 years Professional Summary Jake Salter has been with KJ for nearly 17 years after spending five years as a structural analyst in the aerospace industry. He has extensive experience in structural analysis,finite-element modeling, and dynamic analysis with particular expertise in design and retrofit of water and wastewater structures in high seismic regions. Project Experience NORTH INTERCEPTOR SEWER PROJECT, MORTENSON CONSTRUCTION, BEND, OR I STRUCTURAL DESIGNER I The project includes the design and construction of a 54-inch diameter sewer transmission pipeline to accommodate the City of Bend's growth plans, policies, and incorporate redundancy into the system. Project features for the NISP include 37,000 feet of gravity sewer, trenchless construction, 37 MGD pump station, and multiple trenchless crossings. UPPER TUALATIN INTERCEPTOR, MORTENSON CONSTRUCTION,WASHINGTON COUNTY, OR I STRUCTURAL DESIGNER I The project replaces an aging interceptor between King City and Tigard, Oregon, and passing thru Tualatin, Oregon. The interceptor is either 60-or 66-inch diameter dependent on the flow being captured.The pipeline is approximately 15,000 lineal feet in length and varies in bury depth between 15 to 25 feet. This is a unique project utilizing multiple styles of trenchless pipe installation: microtunneling and a direct pipe, horizontal directional drilling, and jack and bore.The Progressive-Design-Build team is working collaboratively to consider a parallel vs. replacement interceptor, evaluate open cut vs. trenchless construction methods, select pipe and manhole materials, and move the project forward on an extremely aggressive schedule. KELLOGG CREEK WATER POLLUTION CONTROL PLANT IMPROVEMENTS, COUNTY OF CLACKAMAS WATER ENVIRONMENT SERVICES, CLACKAMAS, OR I STRUCTURAL DESIGNER I KJ is providing owners representative services during construction intended to assist the District to administer the contract for construction, monitor the performance of the construction contractor, verify that the contractor's work is in substantial compliance with the contract documents and assist the District in responding to events that occur during construction. As portions of the plant were at risk of failure, this project was delivered under the CM/GC procurement method. RAW&SURFACE WATER PIPELINES, LAKE OSWEGO-TIGARD WATER PARTNERSHIP, LAKE OSWEGO, OR I STRUCTURAL DESIGNER I Structural designer for the Lake Oswego-Tigard Water Partnership's Raw and Finished Water Pipeline Projects, which totaled 10.5 miles of 36-to 48-inch diameter welded steel water transmission main.The Raw Water Pipeline (RWP) conveys water from a new River Intake Pump Station in Gladstone to the City of Lake Oswego's new Water Treatment Plant I KI Kennedy Jenks Jake D.Salter,P.E. Page 2 (WTP) in West Linn. The Finished Water Pipeline (FWP) conveys treated water from the City of Lake Oswego's new WTP to a new reservoir. PLW 1.0,WILLAMETTE WATER SUPPLY PROGRAM,TUALATIN VALLEY WATER DISTRICT AND CITY OF HILLSBORO, HILLSBORO, OR I STRUCTURAL DESIGNER I Structural lead in the design of the pipeline utility vaults for the Willamette Water Supply project. PLW_1.0 consists of 3,900 Linear feet (LF) of 30', 7,950 (LF) of 48" and 6,834 LF of 66-inch diameter welded steel pipe. The project includes three trenchless crossings at approximate lengths of 470 LF, 30 LF and 269 LF. PLW_1.0 was divided into three sections for design and construction due to various adjacent development and road widening projects. The first section of this project to be designed was PLW_1.1 which included a 60-inch diameter trenchless crossing under Tualatin Valley Highway and 1900 lineal feet of 48-inch diameter pipe. Design of the pipeline included seismic resiliency evaluations to ensure the pipeline can withstand the 9.2 magnitude earthquake expected from the Cascadia Subductive Zone quake. This project was performed within a 5-month period and included interface with a new major development that was under design at the same time (the new pipeline ran along the new extension of SW Cornelius Pass Road through the development) and two road widening projects involving the City of Hillsboro, Washington County, and the Oregon Department of Transportation. Design also included two turnout vaults (18" and 30" diameter turnouts)for metering and pressure control to local distribution piping. WWSP INTERTIE PIPELINE, CITY OF BEAVERTON, BEAVERTON, OR I STRUCTURAL DESIGNER This project will install 2,800 LF of new 24-inch diameter ductile iron pipe. The project also includes a trenchless crossing of 209th Ave. in a 42-inch casing, two flow meter vaults and three control valve vaults that will provide a connection to the WWSP Tualatin Valley Highway Turnout and JWC transmission pipelines near the intersection of TV Highway and SW Cornelius Pass Road. The project includes conducting geotechnical evaluation, corrosion protection design, and seismic analysis to assure that the pipeline and appurtenances meet the required design life. HARRY TRACY WATER TREATMENT PLANT LARGE DIAMETER PIPELINES,SAN FRANCISCO PUBLIC UTILITY COMMISSION, SAN FRANCISCO, CA I STRUCTURAL DESIGNER I Structural designer for upgrades to increase pipeline reliability during potential seismic events and improve the reliability of supply from the Harry Tracy Water Treatment Plant(HTWTP). The three pipelines cross the Serra Fault, a secondary fault situated to the East of the San Andreas Fault and passes through Colma Valley. In addition, SAPL2 and SAPL3 are affected by the Colma Valley liquefaction zones. HATTAN ROAD BOOSTER PUMP STATION CM SERVICES, CLACKAMAS RIVER WATER, CLACKAMAS, OR I STRUCTURAL DESIGNER I Structural Quality control reviewer of two new CMU buildings housing a potable water pump station and surge tank equipment. The project also included the design of an emergency generator slab and CMU screen/sound barrier. TUNNEL PUMP STATION REHABILITATION, CITY OF SANTA BARBARA, SANTA BARBARA, CA STRUCTURAL DESIGNER I Structural design of potable water pump station building roof refurbishment, pump upgrades, valve vault improvements, and surge tank foundation. The existing wood-framed roof is being demolished and replaced with a more fire-resistant metal-framed system. RECYCLED WATER PROJECT, NORTH COAST COUNTY WATER DISTRICT, PACIFICA, CA STRUCTURAL DESIGNER I Designed a new 0.51VI-gallon welded steel recycled water tank and foundation at a site located approximately one mile from the surface trace of the San Andreas fault. SEISMIC AND MIXING UPGRADE STUDY NORTH VALLEY ROAD RESERVOIRS, CITY OF NEWBERG, NEWBERG, OR I STRUCTURAL DESIGNER I Seismic retrofit and refurbish two 1.51VI-gallon, pre- stressed, concrete reservoirs. I K Kennedy Jenks Janet L. Hoffman, P.E., CEP Cost Estimating Education Certifications BS, Mechanical Engineering, University of Southern AACE International/Certified Estimating California, 1994 Professional (CEP),AACE International Registrations Memberships/Affiliations Professional Mechanical Engineer, Washington AACE International (36133) Years of Experience 23 years Professional Summary Janet Hoffman is a mechanical engineer and Certified Estimating Professional (CEP) with experience in design and construction of public, industrial, and institutional facilities. She regularly provides cost estimating, design and resident engineering services for municipal and industrial wastewater, stormwater, and railroad fueling projects.Janet also has extensive experience in the construction industry, leading the mechanical work on a variety of building, process, and industrial projects. Her construction experience includes preparing bids, scheduling, budgeting and cost forecasting, piping layouts, coordinating subcontractors, preparing submittals and 0&M manuals, negotiating change orders and disputes, and starting up and commissioning systems using both the traditional design- bid-build and GC/CM contracting methods and has the unique perspective of having experience working both on the side of the contractor and as the engineer. Project Experience WWSP INTERTIE PIPELINE, CITY OF BEAVERTON, OR i COST ESTIMATOR i This project will install 2,800 LF of new 24-inch diameter ductile iron pipe. The project also includes a trenchless crossing of 209th Ave. in a 42-inch casing, two flow meter vaults and three control valve vaults that will provide a connection to the WWSP Tualatin Valley Highway Turnout and JWC transmission pipelines near the intersection of TV Highway and SW Cornelius Pass Road.The project includes conducting geotechnical evaluation, corrosion protection design, and seismic analysis to assure that the pipeline and appurtenances meet the required design life. PAXTON ROAD RESERVOIR DESIGN AND CONSTRUCTION SUPPORT, CITY OF KELSO, KELSO,WA i COST ENGINEER/ESTIMATOR i Design and construction of a 2.0 MG strand wound circular prestressed concrete water storage tank with a cast-in-place dome roof. TERMINAL RESERVOIR AND PUMP STATION DESIGN, CITY OF THE DALLES,THE DALLES, OR i COST ENGINEER/ESTIMATOR i Prepared detailed construction cost estimates for this project at the interim and final design levels. The project included a water main, roadway, new reservoir, and associated site improvements. WELL 17 DESIGN, LINDA COUNTY WATER DISTRICT, MARYSVILLE, CA i COST ENGINEER/ESTIMATOR i Prepared engineers estimates of probable cost for a new water supply treatment and storage system at two nearby sites.The first site includes a new well pump installed in an existing well, a pressure filter water treatment system, aeration system, and backwash tank, I KI Kennedy Jenks Janet Hoffman,P.E.,CEP Page 2 booster pump station and associated piping, a new building to house the chemical treatment system, a restroom, a control room and electrical room, and an emergency generator. The second site provides storage for the treated water and includes a 1.2 MG water storage tank and booster pump station including a electrical building to house electrical equipment and emergency generators. Project also includes a 16" potable water connection and fiber optic communications between the two sites and pavement removal & restoration and traffic control where pipeline runs in city street. LA VISTA TANK STUDY, CARMICHAEL WATER DISTRICT, CARMICHAEL, CA I COST ENGINEER/ESTIMATOR I Prepared engineers estimates of probable cost for storage tank, booster pump station, and well rehabilitation project. CHROMIUM-6(CR6)COMPLIANCE DESIGN, NEWMAN, CITY OF, NEWMAN, CA I COST ENGINEER/ESTIMATOR I Provided cost estimating services for the predesign and design of a new groundwater well,storage tank, booster tank, chlorine disinfection, security, masonry wall, and transmission piping for the City of Newman.The initial well testing shows the ability to construct a 2,500 gallon per minute well that will avoid the necessity of constructing groundwater treatment for Cr6. This project is being completed using Drinking Water SRF Planning Grant for the predesign and design. SOUTH SPAR BOOSTER PUMP STATION, CITY OF ISSAQUAH, ISSAQUAH, WA I COST ENGINEER/ESTIMATOR I Prepared cost estimates for construction of a new 3 MGD pump station, pipeline, and future reservoir. The project includes three new vertical turbine pumps, 7,000 LF of new transmission main, and site development to provide for future construction of a 2 MG reservoir. PORTLAND AIRPORT DEICING STORMWATER CAPTURE AND DISPOSAL, PORT OF PORTLAND, PORTLAND, OR I COST ENGINEER/ESTIMATOR I Prepared detailed construction cost estimates for capture, conveyance, and storage facilities for airport deicing stormwater. REDWOOD TRUNK SEWER PROJECT, CITY OF OXNARD, OXNARD, CA I COST ENGINEER/ESTIMATOR I Prepared detailed construction cost estimates for construction of gravity sewer pipelines and a sewer force main which ranged in size from 20-60-inches diameter.The pipelines were installed in municipal streets using microtunnelling and open cut methods. LAKESHORE TRUNK SEWER DESIGN PROJECT, ELSINORE VALLEY MUNICIPAL WATER DISTRICT, LAKE ELSINORE, CA I COST ENGINEER/ESTIMATOR I Prepared detailed construction cost estimates for construction of a sewer line project that included 48-and 54-inch diameter pipelines installed in municipal streets via microtunneling. VALHALLA RECYCLED WATER MAIN SYSTEM EXTENSION, CITY OF BURBANK WATER & POWER, BURBANK, CA I COST ENGINEER/ESTIMATOR I Provided detailed cost estimates at interim design level for a recycled water pipeline that ranged from 8-to 12-inches in diameter. RAW WATER PIPELINE, CALIFORNIA WATER SERVICE COMPANY, BAKERSFIELD, CA I COST ENGINEER/ESTIMATOR I Cost Estimator for the design and construction management services for a 42-inch diameter by 5.5 mile long raw water pipeline to serve a proposed 40 mgd water treatment plant. MINT FARM REGIONAL WATER TREATMENT PLANT DESIGN AND GROUNDWATER SOURCE DEVELOPMENT, CITY OF LONGVIEW, LONGVIEW, WA I COST ENGINEER/ESTIMATOR I Prepared detailed construction cost estimates at preliminary, interim, and final design levels for a new wellfield and groundwater treatment plant. K I Kennedy Jenks Alpine Summit Development, LLC 1852 W. 11th Street, Suite 266 Aaron S m u d Tracy, Ca 95376 (925) 605-6762 Aarons@alpinedevelop.com BACKGROUND QUALIFICATION With over twenty years of construction experience as an estimator and project manager on numerous project types including water infrastructure,wastewater,storm drainage,site grading,natural gas pipeline, roadways,environmental,and minor structures. Role of experience includes developing resource loaded definitive construction cost estimates,constructability reviews,mean and methods,value engineering, contract negotiation,change orders estimating and cost validation that all lead to successful project delivery.Versed in developing and negotiating proposals within project teams for Design-Bid/Build, CM/GC,Alliance,and other bid delivery methods. Background includes extensive involvement in all aspects of civil construction including,estimating,project management,project startup,submittals, subcontracts,scheduling,project sequencing,change controls and negotiations. Substantial field experience,has provided a thorough understanding of construction equipment capabilities, realistic production rates,the importance of safety,and the significance of a high quality product.This hands on experience and knowledge has allowed for the highest level of construction support. Areas of Expertise: • Municipal Pipeline-Numerous sizes and material types up to 144" Waterlines, recycled waterlines,gravity sewer, force mains, storm drains, natural gas, and rehabilitations • Mechanical&Structural-pump stations, water storage tanks, treatment plants, outfall structures, flow diversion, pressure regulation, existing facility replacements and rehabilitations • Trenchless Methods-Augur bores, microtunneling, HDD, CIPP,sliplining, and pipe bursting • Hydroelectric and Energy-Penstock pipelines,forebays, afterbays, turbine generator equipment,powerhouse building, transmission electrical, and solar generation • Private Development—Residential, commercial, industrial, landfills, rail, and airports • Environmental-wetland mitigation, fish structures, riprap placement, and MSE structures • Shoring and Shafts-Complex shoring systems for trenching and shafts. Secant piles,sheet piling slide rail, beam and plate, lagging, slurry walls, soil nails, and other Select Project Experience: • Willamette Water Supply Program PLW 2.0-Hillsboro,OR; $64,681,000 Cost estimator for a transmission waterline program that will increase capacity and service area. Large diameter steel finished water pipeline with a total approx. footage of 17,167 LF. The pipeline is mostly 48"WSP diameter waterline and included appurtenances such as blow-off valves,air release valves,pipeline drains,turnout structures,and major modifications and expansions to an existing PRV facility. It also included extensive traffic control,site work, mechanical improvements,surface restoration and trenchless crossings. • Willamette Water Supply Program PLW 1.0-Hillsboro,OR; $42,200,080 Cost estimator for a transmission waterline program that will increase capacity and service area. Large diameter steel finished water pipeline with a total approx.footage of 18,196 LF. The pipeline ranged from 48"to 66"WSP diameter waterlines and included appurtenances such as blow-off valves,air release valves,pipeline drains,turnout structures,and flow control meter vaults. It also included extensive traffic control,site work,mechanical improvements,surface restoration and trenchless crossings. • Lake Oswego Finished and Raw Water Pipeline Projects-Lake Oswego,OR; $39,180 000 Lead cost estimator for a pipeline project that upgraded the City's 16-mgd water system to 32 MGD. Included both raw and finished water pipeline with a total approx.footage of 38,917 LF. The sizes ranged from 24"DIP to 48"WSP diameter waterlines. It also included a New Bonita Pump Station,extensive traffic control,site work,mechanical improvements,and restoration. • Davis Surface Water Improvement Project-Davis,CA; $20,194 915 Cost estimator for a transmission pipeline improvement project. Included finished water pipeline with a total approx. footage of 28,836 LF. The sizes ranged from 12"DIP to 30"WSP diameter waterlines. It also included horizontal directional drill,auger bores,valve vaults,welded steel water storage tanks,turnout structures,extensive traffic control,site work,mechanical improvements,and restoration. • Powell Butte Reservoir 2—Transmission and site piping-Portland,OR$16,862,290 Install various sizes from 90"to 24"WSP tank feeder,bypass and drain lines to a new 50 MGD concrete reservoir. Other key scope items included new valve vaults,retrofitting existing vaults, deep trench shoring,and numerous appurtenances. The project had extensive environmental and schedule restrictions. • Portsmouth Force Main Segment 1- Portland,OR $28,150,000 10,000 LF of 66"welded steel sewer force main that includes 7,000 LF of open cut and 3,000 LF of microtunnel installation. Design and construct three secant pile tunnel shafts and one sheet pile shaft that average 40'depth.Construct five reinforced concrete structures,combinations air/vacuum relief valves, and odor control units. A unique onsite soil cement process was used to create pipe backfill and encapsulate existing contaminated media. • Provo River Canal Enclosure—Pleasant Grove,UT $182,957,000 101,000 LF of 144"to 132"welded steel waterline. The massive irrigation canal enclosure project required a variety of related improvements including nearly$20 million of existing utility relocations, 800,000 cy of mass excavation,inter-tie structures,existing tunnel slipline,large concrete box culverts, intake facility and fiber optic telemetry system. One major challenge of the project was that almost all construction had to be done in the winter months. I functioned as the lead estimator on all aspects of the project. • Juniper Ridge Hydroelectric Power Project— Bend,OR $23,237,455 This project was a Design Build RFP that consisted of enclosing a 13,300 LF section of existing canal with 108"WSP that would increase velocity and divert flows into a new 3.8 MW turbine generator. Extensive site work,rock excavation,and limited working season were all project challenges. The bid format required compiling both a design,and construction team that are equally competent,creative,and competitive to generate a proposed design and a hard cost estimate. • Plymouth Pipeline Project,-Plymouth,CA $5,599,653 Approximately 38,600 LF of 12"domestic waterline,80 foot span prefabricated steel pedestrian/pipe bridge,and nine pressure reducing stations. The cross-country site work including ROW clearing,grading,erosion control,creek crossing,and re-vegetation.The project also had a number of other pipeline appurtenances such as blow-offs,air release valves,fire hydrants,and modifications to the existing Plymouth Treatment Plant and Water Tank Site. • EID Treated Water and Bypass Improvements— Folsom,CA $12,754,170 Install new 72"and 60"WSP lines within existing water treatment facility. Retrofit existing water storage tanks and construct a new 2 MG tank.Most improvements were constructed in solid granite rock that required drilling and blasting. Other improvements included a new chemical feed vault,chlorine injection system, 10'x 8' slide gate,and rehabilitation of existing pipelines. Elliott Mecham, PE Engineer (Geotechnical) Education: MS, Civil Engineering, University of Texas at Austin—2001 BS, Civil Engineering, Utah State University—1999 Registrations: Professional Engineer, Oregon, 77330 Project Experience: Tualatin Valley Water District Grabhorn Reservoir I Beaverton, OR Elliott was the lead geotechnical engineer and project manager and developed expedited reports and recommendations for this time-sensitive design build project to meet the project schedule.Tualatin Valley Water District replaced an existing structurally deficient concrete reservoir with a new 5-MG reservoir on a sloped property with space limitations. The reservoir is located in an area with sloping basalt rock. The project involved exploring the site to determine the rock elevations across the site and determining the optimal location for the reservoir to minimize rock excavation and import of crushed rock fill. Additionally, because the top of the rock was weathered to the consistency of a hard soil, an important component of the project included determining at what point the rock became incompressible enough to support the reservoir without unacceptable settlement. Since the construction of the original reservoir, new housing developments have been constructed on the adjacent properties, and a new Aquifer Storage and Recovery building has been constructed on site. Shannon & Wilson worked with the project team to locate the new reservoir in location that minimized the overall earthwork of the project while protecting existing structures. Significant grading was required to bury the new reservoir at the elevation of the existing reservoir and maintain the required pressure zones, by re-using a portion of the existing reservoir wall as shoring for the new excavation and by founding the reservoir on compacted crushed rock with variable thickness over basalt bedrock. Shannon & Wilson was responsible for providing geotechnical guidance during reservoir siting,for evaluating open cut excavations and the need for shoring and slope stability during site grading, and for developing foundation recommendations for a seismically resilient reservoir structure at a site with difficult foundation conditions and slope stability concerns. During construction we observed reservoir and retaining wall subgrade, excavation of temporary slopes, and placement of new fill during backfilling and grading operations. Sunrise Water Authority Sunrise Reservoir 11 Reservoir I Happy Valley,OR(2013-Present) Elliott was a project geotechnical engineer for the construction phase for a 5-MG, 170-foot-diameter, partially buried concrete reservoir in Clackamas County. The project consisted of 60-foot-deep cuts with foundation and wall drainage systems. Our other services consisted of a site-specific seismic analysis, evaluation of liquefaction and seismic potential, foundation design (including bearing pressure, settlement, static and seismic lateral earth pressures), and pipeline recommendations. We evaluated constructability issues for the project, which spanned over two winter seasons. Shannon &Wilson is currently providing construction support. Beaver Water District Reservoir Siting Study I Beaver, OR Elliott was the geotechnical project manager for the siting study of a new 1-MG Reservoir, managing geotechnical investigations, evaluating subsurface conditions including slope stability and site-specific seismic hazards, and developing conceptual-level geotechnical recommendations for reservoir design and construction, earthwork, and reservoir foundation alternatives prior to purchase of the property. The district had a limited window of opportunity during which it could purchase the property and required an expedited geotechnical assessment of SHANNON 8WILSON,INC. 1 the site. Elliott was able to mobilize a drill rig to the site within one week of notice to proceed and provided timely geotechnical recommendations which allowed the District to purchase the property. Clackamas River Water Redland Reservoir Subsurface Characterization, Butterfield Lane Transmission Main, and Springwater Road/S Hattan Road Pipeline I Oregon City, OR Elliott was the project manager. This project involved construction of a new 1.25 MG reservoir on steep hill adjacent to an existing reservoir,seismically retrofitting an existing 0.75 MG reservoir at the site and construction of a new 10,000-foot-long pipeline. We completed multiple geotechnical borings, evaluated subsurface conditions, delineated areas of undocumented fill, provide and developed recommendations for reservoir design and construction (including slope stability and site-specific seismic hazards), earthwork, retaining walls, and foundation alternatives to mitigate the presence of undocumented fill on site. The site had difficult foundation conditions, because of the limited available area for the reservoir and the presence of undocumented fill within the reservoir footprint. We evaluated various foundation alternatives for the reservoir, and developed recommendations for suitable reuse of the soil removed from the pipeline excavation. The reused fill reduced the overall project costs. Elliott's team reviewed project plans and specifications provided construction observations, assisted in permitting including and provided a final letter of compliance for the District. Timber Water Authority Timber Reservoir I Timber, OR Elliott was the geotechnical project manager for the new reservoir, managing geotechnical investigations, evaluating subsurface conditions,and preparing geotechnical recommendations for reservoir foundations, under- drains, construction, and earthwork. The water authority had a small parcel of land available at the top of an existing hill for constructing the reservoir. Elliott provided recommendations for site preparation and demolition of an existing timber reservoir, so that the new reservoir could be constructed within the existing footprint. Consequently,the district was able to construct the new reservoir within its existing fence line, without acquiring additional land. Shannon &Wilson provided construction and permitting support for the project. Site Assessment Proposed Vancouver Reservoirs I Camas, WA(2 Reservoirs) Elliott served as project manager for the geotechnical explorations and geotechnical report. Shannon & Wilson provided an assessment of seismic hazards and conceptual foundation alternatives for the construction of two proposed 4-million-gallon reservoirs on 12-acre site.The information was used to determine the feasibility of site development and different foundation alternatives prior to purchase by the City. The geotechnical explorations provided the depth to bedrock at various locations across the site and foundation options for the reservoir support. 10th Street Reservoir Demolition and New Pump Station, City of Lake Oswego I Lake Oswego, OR Elliott provided senior review.The City is demolishing the existing pump station and reservoir to construct a new pump station.The new pump station will be designated as a Category IV essential facility and so must be designed to withstand seismic events. Shannon & Wilson performed a site reconnaissance and subsurface exploration program, laboratory testing, and engineering analyses for the shallow allowable foundation bearing pressure for the building. Lake Oswego-Tigard Water Partnership Pipeline, Reservoir,& Pump Station I Lake Oswego-Tigard, OR Elliott served as Geotechnical Project Manager for this pipeline project that included a seismic hazard evaluation of 9.7 miles of water pipeline through Milwaukie, West Linn, Lake Oswego, and Tigard. The seismic hazard evaluation included evaluating the relative risk of liquefaction, seismically induced slope instability,fault rupture, and other geotechnical hazards using available geotechnical borings, geologic and seismic hazard maps, slope gradient maps developed using lidar data and field reconnaissance. Elliott also managed geotechnical explorations and geophysical surveys for the proposed pipeline, including borings in the Willamette River and Lake Oswego for proposed Horizontal Directional Drilling (HDD) crossings, and at proposed reservoirs and pump stations. Elliott worked as the owner's representative during construction, reviewing submittals and managing vibration monitoring. Project accomplished while with another firm. SHANNON 8WILSON,INC. 2 LI ALLIGOOD, AICP, LEED AP ND SENIOR PLANNERIPROJECT MANAGER Li is a planning professional with experience in a wide range of private, public, and non- profit development projects. She has more than 12 years' experience in public and private sector planning managing projects of various sizes and levels of complexity. She draws upon her local government experience and relationships with local officials to negotiate on behalf of clients and to shepherd applications through complex governmental approval processes. Li has extensive experience in presenting land use and development applications at public hearings and neighborhood meetings. Li's prior experience includes working as a development review planner and long-range planner with the City of Milwaukie, Oregon. EDUCATION SELECTED PROJECT EXPERIENCE Master of Community Planning(University of Fields Property Development; Tigard, Oregon Cincinnati,OH) Planner—Otak provided survey, civil engineering, architecture, land use planning, and Bachelor of Arts, landscape architecture services for the design of a 264-unit affordable multifamily Community development and approximately 55,000 square-foot office development in Tigard, Oregon. Development(Portland The project site is 24 acres and includes a total of nine apartment buildings and four two-story State University,OR) office buildings. The development is located on a steeply sloping site and required Planned Bachelor of Arts, Unit Development review and extensive communication with the adjacent single-family Sociology(University of Minnesota, MN) neighborhood. REGISTRATIONS River Terrace East Multifamily Development; Tigard, Oregon American Institute of Planner—Otak provided land use planning, survey, civil engineering, architecture, and Certified Planners landscape architecture services for approval of a 141-unit, nine-building multifamily project DEED AP Neighborhood Design within the River Terrace area of Tigard, east of 175th Avenue and south of Scholls Ferry Road. The project involved a complex land use process, extensive coordination with City staff, PROFESSIONAL and review and approval by the Planning Commission. AFFILIATIONS American Planning South Cooper Mountain; Beaverton, Oregon Association Lead Planner—Land use planning, submittal, approvals, and permitting for three planned International society of Community and development projects totaling about 275 acres in the South Cooper Mountain Plan Area. The Regional Planners sites contained several mapped wetlands and habitat areas and required extensive COMMUNITY coordination with various jurisdictions (City of Beaverton, Washington County), agencies INVOLVEMENT (Clean Water Services), and districts (Beaverton School District, Tualatin Hills Parks and Oregon APA Recreation District). Professional Development Willamette Falls Riverwalk; Oregon City, OR Committee,2016 to Planner—Otak is providing architecture, planning, civil engineering and many other services present;Chair,2018 to present to Oregon Metro to lead a team of local and national designers and engineers to deliver Oregon APA Mentor Phase I of the Willamette Falls Riverwalk, transforming an existing 23-acre, post-industrial Program,2016-present factory site into a world-class public facility to allow pedestrians to experience North America's Foster-Powell second-largest-by-volume waterfall. Li assisted Day CPM by leading the land use permitting Neighborhood and coordination efforts between Oregon City staff and the project team; identifying various Association,Board studies, reports, and permits required for the development; and informing the project team of Member,2012-2016 potential delays or time constraints related to these items. North Shore Sewer Transmission System; Camas, Washington Lead Planner—Land use approvals and entitlements for the sewer transmission system (STS) through the North Shore area of Lacamas Lake. The sites contained mapped wetlands and habitat areas and the pump stations required Conditional Use and Design Review approval. Otak moi► LI ALLIGOOD, AICP, LEED AP ND Senior Planner/Project Manager Jackson East Master Plan; Hillsboro, Oregon Planner—Otak provided urban planning/design and engineering services on the Jackson East Project in the north part of Hillsboro. The Otak team provided land use and engineering services to prepare a Best Practices Memo, Master Plan, Transportation Infrastructure Report, Public Utilities Report, and technical assistance on the Implementation Action Plan and stakeholder engagement. The draft master plan has been developed and awaiting review by the City executive and the City Council. Ronler Corporate Center Partition Plats; Hillsboro, Oregon Planner/Project Manager—The site consists of two parcels that will be divided into a total of four, one for each of the existing buildings on the sites. The partitioning of existing parcels will require revisions/upgrades to the existing utility services to provide public services (water, sanitary)to each lot. The existing storm facilities will have to be brought up to current City standards. Otak will provide land surveying, civil engineering, and land use planning services to prepare land use applications for two partition plats. Limited topographic survey will be provided to confirm building setbacks from proposed property lines and provide existing utility mapping/information based on existing improvements/facilities that are visible on the ground surface and private locates for underground utilities that will be marked in the field. Beaver Creek Bridge Replacement; Washington County, Oregon Planner—Otak provided land use planning, civil engineering, stormwater design, and landscape architecture services to support three residential planned developments totaling approximately 300 acres in the South Cooper Mountain area of Beaverton. This area of Beaverton includes significant natural resources including streams, wetlands, and slopes, and land use approvals included natural resource review among others. The Landing at Macadam; Portland, Oregon Project Manager—Due diligence evaluation and report including land use and permitting analysis for a site in the South Waterfront district. The site is located within the City of Portland's design overlay, the Willamette Greenway Overlay, and the 100-year floodplain. The site contains contamination and requires remediation in partnership with DEQ. Site development will require permitting by the USACE, DSL, and NMFS. The report identified land use approval and permitting requirements, and potential risks to project timeline and budget, including estimated timelines, coordination challenges, and costs. City of Milwaukie; Milwaukie, Oregon Planner—Responsibilities included current and long-range planning activities, including: review of development and land use applications; review and approval of development permits; preparation of staff reports and findings for land use hearings; coordination of review and public notification; managing complex and controversial land use applications including light rail Orange Line permitting and approvals, Comprehensive Plan amendments, and Zoning Ordinance amendments. Experience in Willamette Greenway review, Habitat Conservation Area and Water and Natural Resource Area review, and other land use reviews related to development adjacent to the Willamette River. Staff liaison to the Milwaukie Design and Landmarks Committee(DLC), a group charged with reviewing development proposals in downtown Milwaukie. Experience prior to Otak. TAMMI CONNOLLY, PE, CWRE SENIOR WATER RESOURCES ENGINEER Tammi is a senior water resources engineer and project manager at Otak with seventeen years of experience. She specializes in stormwater management, hydrology and hydraulics y, modeling, and the design of stormwater conveyance, treatment, and detention facilities. During her 7 years at Otak, Tammi has been primarily leading the stormwater design team e; on land development projects, as well as working on public stormwater infrastructure and master planning efforts. Tammi is active in the Environmental and Water Resources Group of the American Society of Civil Engineers, and chaired their Sustainable Stormwater Symposium planning committee in 2012 and 2015. She is also passionate about workplace equity and inclusion and serves on the planning committee for the Women in Leadership Symposium which she Chaired in 2018 and 2019. Tammi is also the chair of Otak's Green Team, which coordinates Otak's internal sustainability and recycling efforts to minimize our waste and carbon footprint. EDUCATION SELECTED PROJECT EXPERIENCE Bachelor of Science, Environmental River Terrace Residential Development; Tigard, Oregon Engineering(Oregon State University) Water Resources Engineer—Otak completed the Stormwater Master Plan for the River Terrace area of Tigard, Oregon. Working with land development clients, Otak then provided REGISTRATIONS land use planning, site design, and infrastructure engineering services for multiple residential development projects. Part of meeting the stormwater approach in the Master Plan, Tammi Professional Engineer (Oregon,Washington) used the newly developed Tualatin River Urban Stormwater Tool (TRUST)to design the stormwater flow control facilities. Tammi led the hydrologic analysis, stormwater facility siting CERTIFICATIONS and design, hydraulic modeling to support the design, and prepared the stormwater Certified Water Rights management plans/reports for River Terrace East and River Terrace Northwest Examiner developments. AFFILIATIONS Westmark Center Stormwater Facility Rehabilitation; Hillsboro, Oregon American Society of Water Resource Engineer and Project Manager— Otak designed the Westmark Industrial Civil Engineers Center subdivision 20 years ago to provide an open space area that included wetland American Public Works mitigation and regional stormwater management. Recently Otak has been contracted to Association assist the owners' association with rehabilitation and modernization of the regional Professional Engineers stormwater facilities so that they can be transferred to the City of Hillsboro, and the last of Oregon remaining portions of undeveloped land can be developed and connect to the existing system. As project manager, Tammi has been responsible for overseeing the scope, schedule, and budget, which includes design team coordination internally and permit coordination with various jurisdictions, as well as the technical design of these facilities. SW Watson Avenue Stormwater Project; Beaverton, Oregon Water Resource Engineer—Otak provided the design and construction documents for this public infrastructure project, which will result in a regional underground stormwater treatment system for a large portion of the downtown core. Tammi lead the hydrologic and hydraulics modeling for this complex system and oversaw the existing utility location effort on behalf of the City. The proposed public storm sewer system was laid out to avoid potential utility conflicts during construction, and several flow splits help protect the treatment vault from high flow storm events which bypass the vault. Backwater elevations from Beaverton Creek had to be accounted for as well when designing the elevation of the underground treatment vault. Otak TAMARA CONNOLLY, PE, ENV SP, CWRE Water Resources Engineer ASR 5&6 Downstream Analysis and Water Management Plan; Beaverton, Oregon Water Resources Engineer—Otak was hired by GSI to conduct a downstream analysis to determine the conveyance capacity in the existing storm sewer for ASR well pump test flows. Tammi lead the hydrologic and hydraulic modeling work, comparing pump test peak flows to the 2-year through 10-year design storm events to determine if the pump test flows are significant for hydromodification. This analysis was documented in a Downstream Analysis and a Water Management Plan for CWS review and approval. North Bethany Residential Development; Washington County, Oregon Water Resources Engineer—Otak was contracted by Clean Water Services to provide a Drainage Master Plan for the North Bethany area of Washington County, Oregon. Otak then provided land use planning, site design, architecture, and infrastructure engineering services for land development clients on multiple residential development projects in the North Bethany Area. Part of implementing the Drainage Master Plan included designing Low Impact Development Approaches (LIDA)for stormwater treatment of all new impervious areas, and designing regional stormwater flow control facilities. For the following development projects, Tammi led the hydrologic analysis, stormwater facility siting and design, hydraulic modeling to support the design, and prepared the stormwater management plans/reports: ■ North Bethany Crest ■ North Bethany Ridge ■ North Bethany Creek 1 & 2 ■ Arbor at West Park ■ North Bethany Park South Cooper Mountain Heights Residential Development; Beaverton, Oregon Water Resources Engineering—Otak has provided land use planning, site design, and infrastructure engineering services for a large residential development projects in the South Cooper Mountain Area. The development is required to implement the City of Beaverton and Clean Water Services Design &Construction Standards. Tamara has lead the hydrologic analysis, stormwater facility siting and design, hydraulic modeling to support the design, and prepared the stormwater management plans/reports. US20 Pioneer Mountain to Eddyville; Lincoln County, Oregon Water Resources Engineer—Tamara designed several bioswales within the ODOT right-of- way as part of this highway realignment project. The water quality design included hydrologic calculations for each bioswales drainage basin, hydraulic assessment of the storm collection and conveyance system, bioswales sizing to meet ODOT water quality treatment standards, and outfall designs. Otak was selected to design stormwater infrastructure on a 7-mile realignment of US 20 through previously undeveloped land in the central coast range near Eddyville, Oregon. 1-5 at 1-205 Interchange; Clackamas County, Oregon Project Engineer—Tammi was responsible for the design of stormwater collection, conveyance, treatment, and detention facilities within the ODOT right-of-way as part of a project to add a 1-mile long northbound auxiliary lane to 1-5 between north Wilsonville and the 1-205 on-ramp. Design included the hydrologic and hydraulic modeling of existing conditions, and sizing the proposed conveyance network, water quality treatment facilities, and two detention systems using HydroCAD software and rational method calculations. Stormwater facilities included a filter strip, vegetated bioswales, a detention pond, and an underground detention pipe system. Experience prior to Otak. SUE TS01, PLS SURVEY PROJECT MANAGER Sue is an Oregon Registered Professional Land Surveyor and has more than 20 years of experience working with surveyors, engineers and other professionals in the architectural, engineering and construction industry. Sue serves as a Project Manager on a variety of projects for public and private clients and agencies from providing scope and budget at the proposal stage to delivering the final product. She is focused on client satisfaction and uses her extensive communication skills to gain a clear understanding of project goals. SELECTED PROJECT EXPERIENCE OR-58 Fix-It Corridor Culvert Project (Western Federal Lands Highway); EDUCATION Oregon Route 58 MP 2.73–84.97, OR Bachelor of Science, Project Manager—Sue is responsible for managing the survey task for this project to repair Land Surveying (Oregon and/or replace culverts that are rated as being in poor or critical condition in Oregon Institute of Technology) Department of Transportation's Drainage Facility Management System. There are REGISTRATIONS approximately 97 culverts in the corridor. Other work is anticipated to include replacing end treatments, installing slip linings, repairing scour problems, repair roadway embankment, and Professional Land Surveyor(OR#58569) filling void along culverts underneath pavement. She manages the daily field and office operations, provides office right-of-way mapping and manages the schedule and budget for this survey task. PLW 2.0 Cornelius Pass Road Pipeline Project(Willamette Water Supply Program); Hillsboro, OR Project Manager—The Willamette Water Supply Program Commission is an Oregon intergovernmental entity formed by Tualatin Valley Water District(TVWD), the City of Hillsboro and the City of Beaverton to provide an additional, resilient water supply for Washington County. This project includes a new 48-inch welded steel pipeline along Cornelius Pass Road from SE Frances Street to US Highway 26, a 3.3-mile corridor,with five trenchless crossings, two open trench crossings,four turnouts and a pressure/flow control facility. The survey task includes providing project control, design detail survey, utility location, right-of-way resolution, and legal descriptions. Rock Creek AWWTF Primary Clarifier No. 4 Treatment Expansion (Clean Water Services); Hillsboro, OR Project Manager—Sue is responsible for managing the survey task for the preliminary design of the expansion of the treatment plant. The preliminary design elements include the site evaluation for Primary Clarifiers 4 and 5, define interconnections of primary clarifiers 4 and 5 to existing infrastructure, RV Dump and Septage Receiving Station, Primary Clarifier and concept level planning for future Primary Clarifier 6. The survey task includes providing project control, design detail survey, utility location, and right-of-way/property lines resolution. On-Call Services for Land and Hydrographic Survey, Laser Scanning, Mapping and Construction Staking (City of Portland); Portland, OR Project Manager—Sue is responsible for the task orders for this contract from providing scope and fee to providing the project deliverables to the client standards. Our services for this contract include research of survey records, utilities, deed and easements, GPS and conventional control surveys,topographic and hydrographic mapping, laser scanning surveys, boundary/property right-of-way retracement and pre/post construction surveys, and construction staking (utilities, roads, bridges, etc.)and monitoring measurements and reports. Otak SUE TS01, PLS Survey Project Manager Joyce Hotel Renovation; Portland, OR Project Manager—Sue is responsible for providing an American Land Title Association (ALTA)survey for the Joyce Hotel. The Community Partners for Affordable Housing is renovating the property to include approximately 69 affordable single-room occupancy or studio units, plus ground-floor commercial space. City of Salem Survey Support; Salem, OR Project Surveyor—Sue was responsible for reviewing surveys and plats providing support to the interim city surveyor. On-Call Program Land Surveying Services (Willamette Water Supply Program); Hillsboro, OR Project Surveyor—Sue was responsible for managing task orders for this on call. Services included establishing survey control network, topographic surveying and mapping, construction staking and GIS services. Experience prior to Otak Boundary survey for Reservoir 1.0 Partition plat for Water Treatment Plant 1.0 Transmission Main Line from Rock Creek Treatment Plant to Baldy Reservoir(City of Corvallis); Philomath, OR Project Surveyor—Sue was responsible for providing topographic mapping, right-of-way and easement mapping for the City's 8.5-mile transmission main line. This work was part of the city master plan update to address city water needs for the next 20 years. Experience prior to Otak Swan Island CSO (Willamette River Combined Sewer Overflow) Pump Station; City of Portland, OR Project Surveyor—Sue provided survey control to and throughout the pump station, and stationary scans of each floor and two stairwells. The pump station is four stories, 160 feet deep and 124 feet wide. It was experiencing seepage and mineral buildup at the lower floors. Experience prior to Otak Forest Street& Freeman Avenue Intersection Improvement; Hillsboro, OR Project Surveyor—Sue provided control, topographic survey, right-of-way retracement and a record of survey for design needs.This project will regrade approximately 200 square yards of roadway at the intersection, including the addition and replacement of approximately 315 linear feet of storm pipe and installation of manholes and catch basins. Experience prior to Otak NE Lincoln Street: 2nd Avenue to 4th Avenue; Hillsboro, OR Project Surveyor—Sue provided control, stationary scanning, topographic mapping and right- of-way retracement for an asphalt overlay through their Pavement Management Program. The project will construct bulb out curb return treatment at the intersections. Non-ADA compliant sidewalks, ramps and driveways will be replaced to meet current ADA standards. The existing storm line will also be replaced. Experience prior to Otak North Hillsboro Industrial Area; Hillsboro, OR Project Surveyor—Sue provided preliminary control, limited topo for proposed road alignments, monument recovery, pre-construction record of survey, and acquisition documents. This area is being developed to offer opportunities for innovative global companies to join and shape the future of Hillsboro. The master plan brings together various development components such as transportation network and access, water, sewer and power expansion, constructed wetlands, and a 16-mile greenway and trail. Experience prior to Otak Contact Information Address: 421 SW 6th Avenue, Suite 1000 Portland, OR 97703 Contact: Dean Wood 503-423-4021 KennedyJenks " sasuadx3 m a g g g sons+,oQellslol u w 0 $ $ w $ $ $ w w $ w w $ em w $ Usasuadx3 - u lelol Y C � s9nS - � lelol d+ w Y1O4B� m m IBlol 8 y sasuadx3 2 Y dnH,eW-9ng y M8S m r m 7!wwnS euldi i - y uolwlms3 x mye, < m o ry m n m to o o e o ry m m m m e m m m o m a e m m e w ry m a n e m e e e m o w m e m $ �o}e,}siuiwpy loafwd 4oa1-Otl'J � � N 3 (113)£IZ-1-ou3« g. 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