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PW Essential Facilities Inspection ServicesAGREEMENT FOR PROFESSIONAL SERVICES WITH SMITH -EMERY This Agreement is made and entered into this 1-14't- day of acAq"-. , 2017, by and between the CITY OF SAN RAFAEL (hereinafter "CITY"), and SMITH -EMERY SAN FRANCISCO, a California corporation (hereinafter "CONSULTANT"). RECITALS WHEREAS, the CITY has detennined that consultant has the expertise to conduct the required Special Inspection and Construction Materials Testing Services during the construction phases for the new Public Safety Center, Fire Station 52 and Fire Station 57 in San Rafael, California; and WHEREAS, the CONSULTANT has agreed to render such services; AGREEMENT NOW, THEREFORE, the parties hereby agree as follows: PROJECT COORDINATION. A. CITY'S Project Manager. The Director of Public Works is hereby designated the PROJECT MANAGER for the CITY, and said PROJECT MANAGER shall supervise all aspects of the progress and execution of this Agreement. B. CONSULTANT'S Project Director. CONSULTANT shall assign a single PROJECT DIRECTOR to have overall responsibility for the progress and execution of this Agreement for CONSULTANT. Patrick Morrison is hereby designated as the PROJECT DIRECTOR for CONSULTANT. Should circumstances or conditions subsequent to the execution of this Agreement require a substitute PROJECT DIRECTOR, for any reason, the CONSULTANT shall notify the CITY within ten (10) business days of the substitution. 2. DUTIES OF CONSULTANT. CONSULTANT shall perform special inspection and construction materials testing services, including laboratory testing and field visual inspections, sampling, and testing, for the construction phase of CITY'S construction of new Fire Stations 52 and 57 and the new Public Safety Center, as more specifically set forth in CONSULTANT's proposal dated June 01, 2017, attached hereto as Exhibit A and incorporated herein by reference. CONSULTANT will provide such services in a timely manner as requested by CITY so that CITY'S contractors may adjust their products and operations to continuously satisfy contract requirements. DUTIES OF CITY. CITY shall compensate CONSULTANT as provided in Paragraph 4, and shall provide prompt communications and information to CONSULTANT as necessary for timely performance of the CONSULTANT's duties hereunder. 4. COMPENSATION. For the full performance of the services described herein by CONSULTANT, CITY shall pay CONSULTANT on a time and materials basis according to the schedule set forth in Exhibit B attached hereto and incorporated herein by reference. The PROJECT MANAGER may authorize adjustments to the fee schedule, not to exceed five percent (5%) per individual project, provided that any such change shall be approved in writing by the PROJECT MANAGER in advance. In no event will the total compensation payable hereunder exceed $149,598.23, allocated as follows: $70,877.47 for services on the Public Safety Center project, $45,781.05 for services on the Fire Station No. 52 project, and $32,939.71 on the Fire Station No. 57 project. Payment will be made monthly upon receipt by PROJECT MANAGER of itemized invoices submitted by CONSULTANT. TERM OF AGREEMENT. The term of this Agreement shall commence upon the date of execution of this Agreement and end on December 31, 2019 when the work shall have been completed, unless the parties agree to extend this Agreement for another 90 days, as approved in writing by City Manager. TERMINATION. A. Discretionary. Either party may terminate this Agreement without cause upon thirty (30) days written notice mailed or personally delivered to the other party. B. Cause. Either party may terminate this Agreement for cause upon fifteen (15) days written notice mailed or personally delivered to the other party, and the notified party's failure to cure or correct the cause of the termination, to the reasonable satisfaction of the party giving such notice, within such fifteen (15) day time period. C. Effect of Termination. Upon receipt of notice of tennination, neither party shall incur additional obligations under any provision of this Agreement without the prior written consent of the other. D. Return of Documents. Upon termination, any and all CITY documents or materials provided to CONSULTANT and any and all of CONSULTANT's documents and materials prepared for or relating to the performance of its duties under this Agreement, shall be delivered to CITY as soon as possible, but not later than thirty (30) days after tennination. OWNERSHIP OF DOCUMENTS. Upon completion of all work under this Agreement, ownership and title to all reports, documents, plans, specifications, and estimates produced as part of this Agreement will automatically be vested in the CITY; and no further agreement will be necessary to transfer ownership to the CITY. CONSULTANT shall furnish to CITY all necessary copies of data needed to complete the review and approval process. INSPECTION AND AUDIT. Upon reasonable notice, CONSULTANT shall make available to CITY, or its agent, for inspection and audit, all documents and materials maintained by CONSULTANT in connection with its performance of its duties under this Agreement. CONSULTANT shall fully cooperate with CITY or its agent in any such audit or inspection. 9. ASSIGNABILITY. The parties agree that they shall not assign or transfer any interest in this Agreement nor the performance of any of their respective obligations hereunder, without the prior written consent of the other party, and any attempt to so assign this Agreement or any rights, duties or obligations arising hereunder shall be void and of no effect. 10. INSURANCE. A. Scope of Coverage. During the term of this Agreement, CONSULTANT shall maintain, at no expense to CITY, the following insurance policies: 1. A commercial general liability insurance policy in the minimum amount of one million dollars ($1,000,000) per occurrence/two million dollars ($2,000,000) aggregate, for death, bodily injury, personal injury, or property damage. 2. An automobile liability (owned, non -owned, and hired vehicles) insurance policy in the minimum amount of one million dollars ($1,000,000) dollars per occurrence. 3. If any licensed professional performs any of the services required to be performed under this Agreement, a professional liability insurance policy in the minimum amount of one million dollars ($1,000,000) per occurrence/two million dollars ($2,000,000) aggregate, to cover any claims arising out of the CONSULTANT'S performance of services under this Agreement. Where CONSULTANT is a professional not required to have a professional license, CITY reserves the right to require CONSULTANT to provide professional liability insurance pursuant to this section. 4. If it employs any person, CONSULTANT shall maintain worker's compensation insurance, as required by the State of California, with statutory limits, and employer's liability insurance with limits of no less than one million dollars ($1,000,000) per accident for bodily injury or disease. CONSULTANT'S worker's compensation insurance shall be specifically endorsed to waive any right of subrogation against CITY. B. Other Insurance Requirements. The insurance coverage required of the CONTRACTOR in subparagraph A of this section above shall also meet the following requirements: 1. Except for professional liability insurance or worker's compensation insurance, the insurance policies shall be specifically endorsed to include the CITY, its officers, agents, employees, and volunteers, as additionally named insureds (for both ongoing and completed operations) under the policies. 2. The additional insured coverage under CONSULTANT'S insurance policies shall be primary with respect to any insurance or coverage maintained by CITY and shall not call upon CITY's insurance or self-insurance coverage for any contribution. The "primary and noncontributory" coverage in CONSULTANT'S policies shall be at least as broad as ISO form CG20 0104 13. 3. Except for professional liability insurance or worker's compensation insurance, the insurance policies shall include, in their text or by endorsement, coverage for contractual liability and personal injury. 3 4. By execution of this Agreement, CONSULTANT hereby grants to CITY a waiver of any right to subrogation which any insurer of CONSULTANT may acquire against CITY by virtue of the payment of any loss under such insurance. CONSULTANT agrees to obtain any endorsement that may be necessary to effect this waiver of subrogation, but this provision applies regardless of whether or not CITY has received a waiver of subrogation endorsement from the insurer. 5. If the insurance is written on a Claims Made Form, then, following termination of this Agreement, said insurance coverage shall survive for a period of not less than five years. 6. The insurance policies shall provide for a retroactive date of placement coinciding with the effective date of this Agreement. 7. The limits of insurance required in this Agreement may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of CITY (if agreed to in a written contract or agreement) before CITY'S own insurance or self-insurance shall be called upon to protect it as a named insured. 8. It shall be a requirement under this Agreement that any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits shall be available to CITY or any other additional insured party. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured; whichever is greater. C. Deductibles and SIR's. Any deductibles or self-insured retentions in CONSULTANT'S insurance policies must be declared to and approved by the PROJECT MANAGER and City Attorney, and shall not reduce the limits of liability. Policies containing any self-insured retention (SIR) provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or CITY or other additional insured party. At CITY's option, the deductibles or self-insured retentions with respect to CITY shall be reduced or eliminated to CITY's satisfaction, or CONSULTANT shall procure a bond guaranteeing payment of losses and related investigations, claims administration, attorney's fees and defense expenses. D. Proof of Insurance. CONSULTANT shall provide to the PROJECT MANAGER or CITY'S City Attorney all of the following: (1) Certificates of Insurance evidencing the insurance coverage required in this Agreement; (2) a copy of the policy declaration page and/or endorsement page listing all policy endorsements for the commercial general liability policy, and (3) excerpts of policv language or specific endorsements evidencing_ the other insurance reauirements set forth in this Agreement. CITY reserves the right to obtain a full certified copy of any insurance policy and endorsements from CONSULTANT. Failure to exercise this right shall not constitute a waiver of the right to exercise it later. The insurance shall be approved as to form and sufficiency by PROJECT MANAGER and the City Attorney. 11. INDEMNIFICATION. A. Except as otherwise provided in Paragraph B., CONSULTANT shall, to the fullest extent permitted by law, indemnify, release, defend with counsel approved by CITY, and hold harmless CITY, its officers, agents, employees and volunteers (collectively, the "City Indemnitees"), from and against any claim, demand, suit, judgment, loss, liability or expense of any kind, including but not limited to attorney's fees, expert fees and all other costs and fees of litigation, (collectively "CLAIMS"), arising out of CONSULTANT'S performance of its obligations or conduct of its operations under this Agreement. The CONSULTANT's obligations apply regardless of whether or not a liability is caused or contributed to by the active or passive negligence of the City Indemnitees. However, to the extent that liability is caused by the active negligence or willful misconduct of the City Indemnitees, the CONSULTANT's indemnification obligation shall be reduced in proportion to the City Indemnitees' share of liability for the active negligence or willful misconduct. In addition, the acceptance or approval of the CONSULTANT's work or work product by the CITY or any of its directors, officers or employees shall not relieve or reduce the CONSULTANT's indemnification obligations. In the event the City Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from CONSULTANT'S performance of or operations under this Agreement, CONSULTANT shall provide a defense to the City Indemnitees or at CITY'S option reimburse the City Indemnitees their costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. B. The defense and indemnification obligations of this Agreement are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Agreement, and shall survive the tennination or completion of this Agreement for the frill period of time allowed by law. 12. NONDISCRIMINATION. CONSULTANT shall not discriminate, in any way, against any person on the basis of age, sex, race, color, religion, ancestry, national origin or disability in connection with or related to the perfonnance of its duties and obligations under this Agreement. 13. COMPLIANCE WITH ALL LAWS. CONSULTANT shall observe and comply with all applicable federal, state and local laws, ordinances, codes and regulations, in the perfonnance of its duties and obligations under this Agreement. CONSULTANT shall perform all services under this Agreement in accordance with these laws, ordinances, codes and regulations. CONSULTANT shall release, defend, indemnify and hold harmless CITY, its officers, agents and employees from any and all damages, liabilities, penalties, fines and all other consequences from any noncompliance or violation of any laws, ordinances, codes or regulations. 14. NO THIRD PARTY BENEFICIARIES. CITY and CONSULTANT do not intend, by any provision of this Agreement, to create in any third party, any benefit or right owed by one party, under the terms and conditions of this Agreement, to the other party. 15. NOTICES. All notices and other communications required or permitted to be given under this Agreement, including any notice of change of address, shall be in writing and given by personal delivery, or deposited with the United States Postal Service, postage prepaid, addressed to the parties intended to be notified. Notice shall be deemed given as of the date of personal delivery, or if mailed, upon the date of deposit with the United States Postal Service. Notice shall be given as follows: TO CITY's Project Manager: Bill Guerin Director of Public Works City of San Rafael 111 Morphew Street San Rafael, CA 94901 TO CONSULTANT's Project Director: Patrick Morrison Smith -Emery 1940 Oakdale Avenue San Francisco, CA 94124 16. INDEPENDENT CONTRACTOR. For the purposes, and for the duration, of this Agreement, CONSULTANT, its officers, agents and employees shall act in the capacity of an Independent Contractor, and not as employees of the CITY. CONSULTANT and CITY expressly intend and agree that the status of CONSULTANT, its officers, agents and employees be that of an Independent Contractor and not that of an employee of CITY. 17. ENTIRE AGREEMENT -- AMENDMENTS. A. The terns and conditions of this Agreement, all exhibits attached, and all documents expressly incorporated by reference, represent the entire Agreement of the parties with respect to the subject matter of this Agreement. B. This written Agreement shall supersede any and all prior agreements, oral or written, regarding the subject matter between the CONSULTANT and the CITY. C. No other agreement, promise or statement, written or oral, relating to the subject matter of this Agreement, shall be valid or binding, except by way of a written amendment to this Agreement. D. The tenns and conditions of this Agreement shall not be altered or modified except by a written amendment to this Agreement signed by the CONSULTANT and the CITY. E. If any conflicts arise between the terns and conditions of this Agreement, and the terms and conditions of the attached exhibits or the documents expressly incorporated by reference, the terms and conditions of this Agreement shall control. 18. SET-OFF AGAINST DEBTS. CONSULTANT agrees that CITY may deduct from any payment due to CONSULTANT under this Agreement, any monies which CONSULTANT owes CITY under any ordinance, agreement, contract or resolution for any unpaid taxes, fees, licenses, assessments, unpaid checks or other amounts. 19. WAIVERS. The waiver by either party of any breach or violation of any term, covenant or condition of this Agreement, or of any ordinance, law or regulation, shall not be deemed to be a waiver of any other term, covenant, condition, ordinance, law or regulation, or of any subsequent breach or violation of the same or other term, covenant, condition, ordinance, law or regulation. The subsequent acceptance by either party of any fee, performance, or other consideration which may become due or owing under this Agreement, shall not be deemed to be a waiver of any preceding breach or violation by the other party of any term, condition, covenant of this Agreement or any applicable law, ordinance or regulation. 20. COSTS AND ATTORNEY'S FEES. 6 The prevailing party in any action brought to enforce the terms and conditions of this Agreement, or arising out of the performance of this Agreement, may recover its reasonable costs (including claims administration) and attorney's fees expended in connection with such action. 21. CITY BUSINESS LICENSE / OTI TER TAXES. CONSULTANT shall obtain and maintain during the duration of this Agreement, a CITY business license as required by the San Rafael Municipal Code CONSULTANT shall pay any and all state and federal taxes and any other applicable taxes. CITY shall not be required to pay for any work performed under this Agreement, until CONSULTANT has provided CITY with a completed Internal Revenue Service Fonn W-9 (Request for Taxpayer Identification Number and Certification). 22. APPLICABLE LAW. The laws of the State of California shall govern this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day, month and year first above written. CITY OF SAN RAFAEL TM JS HUTZ, ty nager ATTEST: J02gl4Gz'rz G . /-210-f 2 ESTI IER C. BEIRNE, City Clerk APPROVED AS TO FORM: Z l }mac ROBERT F. EPSTEIN, City AttorrW SN,HTH-EMERY SAN FRANCISCO By: Printed me: Gregory Partridge Title: Vice President and By:L---4 Printed Name: Patrick Morrison Title: Vice President Proposal to Ut fin.. ES8All (I'lAL I,A,C11, I -' -,a5,,r'l P JIL,(C,'.r'S PUBLIC SAI FLOT c�;>PNTff-+.IIS 1C'IIRE STAll.TU-N im- F ffD.0, ►S'1C'.l.`Il'1ION 57 Juane iL, . %A FBF 1940 Oakdale Avenue N 0 San Francisco, SCA 94124 9y'�RANG�yo1 (05) 642-7326 June 1, 2017 Bill Guerin, Director of Public Works 1400 Fifth Avenue Room 203 San Rafael, CA 94901 Re: Request for Proposal: Special Inspection and Materials Testing, Essential Facilities, City of San Rafael Dear Mr. Guerin: F1 In response to your above referenced Request for Proposal (RFP), Smith -Emery San Francisco Is submitting three (3) hard copies and one electric copy of our proposal for Special Inspection and Materials Testing Services. Smith -Emery has an exceptional group of knowledgeable and experienced professionals and technicians capable of providing exceptional services for your project. Our reputation for responsiveness to our clients' needs is unsurpassed and we pride ourselves in responding with top quality people for challenging project assignments. We are confident, as evidenced by our 113 years in business, we can exceed your expectations and establish a solid, lasting working relationship. Smith -Emery's laboratory and offices are located at 1940 Oakdale Avenue, San Francisco —14 miles (17 minutes) from the project site, approximately 20 miles from the City of San Rafael. Our staff has an Impressive list of project experience for multi -use residential facilities, high-rise structures, roads, bridges, transit, water transmission, retail, educational facilities, high-tech facilities, and hospitals. Our staff is knowledgeable about AASHTO and Caltrans Standards, as well as CBC Section 17. Smith -Emery is proud of our low staff turn -over rate. Consequently our staff has worked together for several years on projects and is honed into an efficient team. For you, this means you will receive the benefit of a team that works well together, will be responsive, honest and ensure direct communication with your project staff. Our engineering staff and field technicians are headed by experienced senior engineers and inspectors who visit the projects to ascertain compliance and to confirm the client's satisfaction. The Smith -Emery team appreciates the opportunity to submit this proposal and look forward to providing Materials Testing Services to the City. We are confident our experience and value -for -service will enhance your project team. In the event you have any questions concerning our proposal or our experience and capabilities please call. We are in receipt of Addendum k1. Sincerely, SMITH -EMERY SAN FRANCISCO PATRICK MORRISON, PG, CEG Email: pmorrison@smithemerysf.com 415/642-7362 (office) 1940 Oakdale Avenue o San Francisco, California 94124 o (415) 642-7326 www.smithemcry.com Firm Qualifications and Experience Smith -Emery San Francisco, a California Corporation since 1919, has been performing construction testing and inspection services since 1904. Owned and operated by a Registered Civil Engineer, our staff is comprised of Registered Civil / Metallurgical / Geotechnical / Chemical Engineers, qualified — licensed inspectors and technicians in all disciplines. Smith -Emery Laboratories are certified in all applicable disciplines for this contract and are recognized by OSHPD and DSA for curtain wall testing and metals sampling / machining and testing. Our 113 years of continued service is a guarantee that our organization is strong built on customer service and customer satisfaction Smith -Emery is the only major laboratory in California to have a large array of services under one umbrella. In addition to our special Inspection services, we also offer services under our metallurgical lab, our chemical lab (Positive Laboratory), building fagade services, as well as being a leader in testing building materials — tlle, granite, marble. Special Inspection Services: Reinforced Concrete Batch Plant Shotcrete Structural Masonry Precast Fabrication Post -tensioned Concrete Timber Post -Installed Anchors Epoxy Material Identification Structural Steel Fabrication Field Welding -Visual Inspection Shop Welding -Visual Inspection High Strength Bolting SMITH -EMERY AT A GLANCE Founded April, 1904 in San Francisco, CA Family-owned/operated S -Corporation. Smfth-EmerySan Francisco resources: 105 Inspectors 5 Project Managers 4 Project Engineers 5 Laboratory Technicians 5 offices —providing support, technical expertise 300+ Inspectors 14 Project Managers 8 Project Engineers 20 Laboratory Technicians Smith -Emery San Francisco, San Francisco, CA Smith -Emery San Francisco, Selma, CA Smith -Emery Company, Los Angeles, CA Smith -Emery Laboratories, Anaheim, CA Smith -Emery Laboratories, Calexico, CA Smith -Emery Company, Oakesdale, WA Smith -Emery Company, Shanghai, China Contact Pat Morrison, PG, CEG 1940 Oakdale Avenue San Francisco, CA 94124 Tel# (415) 642-7326 Email: omorrison0smithemervsf.com, Intumescent Paint Fireproofing Roofing Waterproofing Soils Environmental Hot Mix Asphalt Non -Destructive Testing (NDT) Structural Investigations of Existing Buildings and Failures Fiberwrap QA/QC Management p City of San Rafael Essential Facilities Testing and Inspection I 1 Our laboratory is qualified and approved by the following organizations: • AASHTO • BART (Bay Area Rapid Transit) • Bureau of Building Inspection, City of San Francisco • CALTRANS • County and City of Sacramento • Department of the State Architect, LEA 1156 (Laboratory Evaluation Acceptance) • ICC (International Code Council) • OSHPD (Office of Statewide Health Planning and Development) TE -10000 - 3 • ORS (Office of Regulatory Services) • Special Inspection Committee (East Bay, Sacramento, Monterey & Peninsula ICC Chapters) • United States Department of the Navy • United States Army Corps of Engineers Physical Testing Laboratory Our San Francisco facility is has the largest concrete cylinder cure room in California — capable of curing 10,000 cylinders at one time; 4x8, 6x12 and fork lift accessible. We have the capability of testing over 250,000 cylinders per year. The laboratory has seven machines capable of compressing 1,000 cylinders per day. We are confident we have the capabilities of providing Google with efficient reporting of test results. We also have the capabilities to provide testing services for building facades, tiles, marble, granite, roof materials, and skylights. Smith -Emery is recognized as the leader providing testing standards for tile, marble and granite. Concrete & Steel Inspections / NDT Smith -Emery's San Francisco facility dispatches 110 certified Special Building Inspectors daily to jobsites and steel fabrication shops throughout the greater Bay Area. We dispatch inspectors from our San Francisco office. Smith Emery's structural Inspections and materials sampling services include concrete, masonry, structural steel, and soils, and range to related structural materials such as shotcrete, fireproofing, Fiberwrap, and an extensive list of specialty materials. Our Inspectors are certified and have extensive experience to inspect and test all types of construction — including new buildings, building additions, seismic upgrades, historic structures, and civil structures such as bridges and highways. Shop Fabrication Smith -Emery has good, long term relationships with fabrication sites throughout the US, Europe and Asia. We have worked with most of the steel manufacturer's and fabricators — for large and small projects. We can efficiently staff our projects because of our many years of experience working with various shops. We know the market. Leonard Cross, our inspection supervisor, oversees the staff and frequently travels to fabrication shops throughout the U.S., Canada, China, Japan, South Korea and Singapore, and other locales. Len has an excellent reputation in the industry and has cultivated positive relationships with fabrication manufacturers, which helps keep the projects moving along on schedule. City of San Rafael Essential Facilities Testing and Inspection 12 Window Wall / Curtain Wall Testing Facility Our full-scale window wall/curtain wall test facility, located at our San Francisco laboratory, Is the most sophisticated in the Western United States. Its unique construction allows us to perform all test procedures, Including air infiltration, static water Infiltration, dynamic water infiltration, structural loading, and seismic stability. The window wall facility features computerized telemetry equipment to report test results immediately. Smith -Emery is the only laboratories on the West Coast to hold an AAMA (American Architectural Manufacturer's Association) accreditation. Metallurgical Services Our Mechanical Testing & Failure Analysis services are directed by a state licensed metallurgical engineer. The "Met Lab" offers mechanical testing, consulting, and failure analysis services. Often projects necessitate a multi -disciplinary approach, and our close affiliation with the University of California's research laboratories extends our expertise for diverse disciplines such as chemical, mechanical, and fracture mechanics allowing us to provide one-stop solutions to scientific challenges. Chemical Laboratory - Positive Lab Services Our Chemical Laboratory provides a full range of organic and inorganic testing services, including hazardous waste, soil, wastewater and groundwater analytical sample results. For projects requiring on- site real-time data, our mobile laboratory is equipped with GC, GC/MS and Horiba IR, and provides multiple analytical methods for fuel -relate d and/or chlorinated volatiles analyses. Engineering Services Preliminary Soils / Geology Investigation Site Evaluation Hydrogeological Site Characterization Foundation Recommendations Geologic Mapping Remedial Grading Recommendations Liquefaction Studies / Seismic Design Settlement Analysis Deep Foundation Design Recommendations Shoring Design Parameters Pavement Design Forensic investigation Foundation and Landslide Studies Project Organization Earthquake Fault Zone Investigations Field Inspection and Testing Mass Grading Inspection and Testing Backfill Inspection Footing Inspections Hot Mix Asphalt Placement Inspection Pile Driving and Caisson Inspection Drilled Foundation Inspections Shoring Inspections Inspection of Tie -Back Anchors Batch Plant Inspection 40 -Hour OSHA HAZWOPER Personnel The following organizational chart depicts how we intend to staff projects. Patrick Morrison, Project Manager, will provide support for any technical questions for project concerns and/or questions from the Inspectors at the site. Additionally, we are assigning Carl Eklund PE, to the project. The objective of having professional engineers monitor the project Is to ensure smooth progress, and avoid technical problems. The added dimension of service helps the contractor in many ways, as well as the obvious �M•f� City of San Rafael Essential Facilities Testing and Inspection 13 support to the owner. Our project engineers visits the job site periodically. Of course, should a specific problem arise, the engineer may be there several days in a row. RESUMES FOR PROPOSED STAFF MEMBERS A RE IN THE APPENDIX SECTION OF THE SUBMITTAL City af`S��fr- Owner's iJ�rirpAeni~apive Patrick Morrison, PG, CEG Project Manager jeo.nard Cross 5"ervtsing Inspector Tony Sherwood Lead Inspector 100+ inspectors available for dispatch 4 Gregory Partridge Principal-ln-Charge CArl Eklund, PE Project Engineer Laboratory Personnel In San Francisco Mi �A•Rr City of San'Rafael Essential Facilities Testing and Inspection 14 Project Personnel Per the Scope of Services, Smith -Emery staff will include (as required by schedule and project scope). Whenever possible, we assign multi -certified inspectors to projects to increase efficiencies, save time and money. Once we assign an inspector to a project, we do not swap out personnel. Having consistent personnel reduces learning curve and also encourages a team culture — with personnel dedicated to the overall schedule, budget and desire to keep the project moving to completion. • Project Manger • Registered Civil Engineer Field Inspectlon staff Includes • Certified Concrete Inspectors • Certified Reinforced Concrete Inspectors • Certified Concrete Field Testing Technicians • Certified Concrete Laboratory Testing Technicians • Certified Welding Inspectors • ASNT PT, MT, & LIT Inspectors • Certified Bolting Certified Inspector City of San Rafael Essential Facilities Testing and Inspection 15 hrr�`� Related Experience The following is a brief synopsis of our considerable public works and related experience. Project Client Contact Completion Description Date City of San Francisco Department of Public Works City of Foster City On -Call Municipal Projects City of San Bruno 2015 Marin Municipal Water District On-call City of Redwood City — On Call Municipal Projects Oakland Zoo California Trail Exhibit City of Sunnyvale, Sunnyvale Worksl On - Call C6ntract, Sunnyvale, California Mr. Ashraf Shah, PM City of Foster City 610 Foster City Blvd. Foster City, CA 94404 650-286-3588 Mr. David Wong City of San Bruno 567 EI Camino Real San Francisco, CA 94006 650-333-6014 Mr. Dick Paulson MMWD 22 Nelson Corte Madera, CA 94925 415-608-0934 Mr. Saber Sarwary City of Redwood City 1400 Broadway Street Redwood City, CA 650-780-7210 Mr. Howard Fuchs Construction Manager 1200 Mt. Diablo Blvd, Suite 319 Walnut Creek, CA 94596 510-207-7694 Mr. Alan Brown City of Sunnyvale P.O. Box 3707 Sunnyvale, CA 94088 408-242-1186 2020 Testing and Inspection On -Going Testing and Inspection 2016 Testing and Inspection On-going Testing and Inspection Geotechnical On-going Testing and Inspection Geotechnical On-going Testing and Inspection Completion Geotechnical 2018 On-going Testing and Inspection Environmental Testing City of San Rafael Essential Facilities Testing and Inspection 16 Smith -Emery has completed many public and municipal buildings over the years and is cognizant of the special requirements that accompany building projects that will receive public use. Pier 27 Cruise Ship Terminal San Francisco Redevelopment Art Installations San Francisco Historic Fire Station H30 Twin Peaks Reservoir Existing Conditions Anza Branch Library San Francisco Hall of Justice, Room 201 Ortega Branch Library Visitacion Valley Branch Library Parkside Branch Library Sunnyside Conservatory Golden Gate Park South Windmill San Francisco Fire Station H1 San Francisco County Jail H3 New Deputy Station San Francisco Youth Guidance Center Rossi Playground Renovations Palega Playground Renovations Fulton Street Playground Helen Wills Playground Midtown Terrace Playground Renovation Sunset Playground Renovation Santa Clara Family Justice Center City of San Rafael Essential Facilities Testing and Inspection 17 ��Ar� Approach Smith -Emery's project approach is flexible and efficient. Once the Notice to Proceed (NTP) has been issued, Smith -Emery will work to mobilize our staff and service. The following sequentially outlines our approach to the project, as well as our methodology for achieving efficient and effective Quality Control services for the contract. Smith -Emery approaches our work methodically. Basically, we outline our projects in the following manner In order to set out a budget and schedule for the project. All projects are set tip to have milestone checks that will make sure the budget is on track and we are adhering to the schedule. Testing and Inspection It will be Smith -Emery's responsibility to provide test results in accordance with the contract and upon request in a timely manner so the contractor may adjust their products and operations to continuously satisfy contract requirements. Scope will include laboratory testing and field visual inspections, sampling and testing. Schedule/Delivery Schedule/Delivery and Client Expectations are Identified at the time the work is requested and reviewed at subsequent internal and external meetings, as the project scope is refined. Management Is assured that cost effectiveness, schedule/delivery and client expectations are being met through regularly scheduled status meetings. Meetings We expect to hold a kick-off meeting with your staff prior to beginning the project. Our Project Manager or Lead Inspector will attend the meeting. After the Initial meeting, we expect to meet at the weekly construction — usually attended by the Lead Inspector or the Project Manager, as well as other field personnel, if required. Review Project Assignment with Client • Speak with the client to assure full understanding of the work request and to identify potential omissions in the scope of work requested • Discuss schedule and agree to a delivery dates Develop Work Plan • Identify activities, personnel, schedule and priorities • Identify and coordinate with other work on the same project, if any Review of Relevant and Archive Data • Review relevant plans, contract documents, geotech reports, and reports and/or any other relevant records. Field Visit • Assure field personnel have proper equipment and safety gear • Assure permits are in order • Assure that the appropriate observations are made in accordance with the project needs © City of San Rafael Essential Facilities Testing and Inspection ( 8 IAA�C� • Conduct field tests, as appropriate • Obtain samples for laboratory tests • Record field observations in dally report Reporting Our Inspectors document and/or notify the owner/contractor of deviations from project plans and specifications when they are on-site. The inspector will leave a copy of his daily field report on-site for the contractor and/or County inspector to review. The inspector's daily report will include: a daily log of tests and inspections performed, a list of the non -conforming items (if any), report on the resolution of the non -conforming Items, and any changes that were authorized by the project's representatives. Weekly field reports are processed through our central computer data management system, and distributed during the following week. Test results In the laboratory are processed promptly. Tests that do not meet the required specification are Immediately phoned to the proper authority at the time that the test is run. Technology Smith -Emery field personnel will be equipped with cell phones and tablets that have both WI-Fi and cellular capabilities. Our reporting system will be compatible with the applications the contracting team is using. Our personnel will have electronic access to plans and specifications, as well as other project data via their tablets. Safety First and foremost, Smith -Emery requires each of our employees create a safe environment for themselves and fellow team members on site. Safety is both a priority and a key company value that goes beyond OSHA compliance In order to assure all project team members go home at the end of the work day as they arrived on the project site at the beginning of the day. Smith -Emery maintains a strict in-house Safety Policy which Include safety training for all employees, personal safety equipment Inspections, and monthly safety topic education lead by our in-house safety officer. We consider every accident preventable. Illness and injury prevention are just as important to us as quality production, cost control and superior customer service. That's why we maintain a company -wide focus on safety. Quality Assurance/Quality Control Program The purpose of Special Inspection is to evaluate construction elements and materials for conformance to the project specifications and applicable building codes and regulations, ultimately in the interests of public safety. To this purpose, Smith -Emery operates its laboratory and inspection operations in to meet or exceed regulations and standards set out in the State of California Uniform Building Code and Caltrans. We adhere to the practices and protocols established by the following: • American Concrete Institute (ACI) • American Institute of Steel Construction (AISC) • American National Standards Institute (ANSI) • American Society for Nondestructive Testing (ASNT) • American Society for Testing and Materials (ASTM) • American Welding Society (AWS) ©©• p City of San Rafael Essential Facilities Testing and Inspection 19 These practices and protocols include, but are not limited to: • Performing all tests in accordance with the designated test methods, and reporting and explaining any deviations from those test methods, if any, in the test report; • Assuring that reported values accurately reflect measured data; • Limiting work to that for which competence and capacity are available; • Treating test data, records, and reports as proprietary information owned by the Client; • Performing each test according to the latest version of each test method; • Maintaining an independent decisional relationship between our clients, affiliates, or other organizations, so that the laboratory's capacity to render test reports objectively and without bias is not adversely affected. • Establish the requirement for assuring that work processes are controlled in a manner that is commensurate with their potential impact on the quality of the item or service. The Quality Management Program is a strategy for learning and continuous Improvement. Our program applies to project deliverables and project work processes at every level - the local office level and company -wide. The goal is to achieve effective delivery, control and service with processes that are efficient and effective in meeting the goals of the project scope. Quality Control consists of the processes, practices and activities performed at the project team level. Quality Assurance is the internal verification that Quality Control has occurred at the office level. Independent Quality Assurance is external to the project delivery process and evaluates implementation of Quality Control and Quality Assurance. Smith -Emery Company will control processes that affect the quality of items or services provides through Work and Test Procedures or other instructions, procedures, drawing, and checklists prepared and issued in accordance with our Document Control policy. Work elements shall be identified and planned. The planning and control documents may be generic for repetitive processes or tasks or prepared to specific projects or task requirements. Work Is to be planned, authorized, accomplished using applicable technical standards, instructions, procedures, references, or other appropriate means of detail commensurate with activity, complexity, and risk. The requirements of applicable code standards, including acceptance criteria, shall be specified or referenced in procedures or instructions. The Laboratory Manager and/or Laboratory Engineer may establish quality control points beyond which work shall not proceed without evaluation or approval (process hold points). Statistical techniques, references standards, duplicate tests, and proficiency sample testing programs may be used to verify process control. Special processes, where the results of the process cannot be verified by subsequent inspection or testing, such as nondestructive examination, shall be performed by qualified operators using procedures and/or shall require continues monitoring and control of processes parameters to ensure that the specified requirements are met. Applicable conditions, parameters, and requirements for performance and control of project -specific processes shall be addresses in applicable procedure documents. City of San Rafael Essential Facilities Testing and Inspection 110 Special work plans, procedures, instruction, and other document prepared for control of processes shall be maintained or referenced in project files, or otherwise, as indicated In the other sections of Smith - Emery's complete Quality Assurance Manual. Copies of special procedures will also be maintained in the Procedures Manual. City of San Rafael Essential Facilities Testing and Inspection 111 �I1AK4�� FE E scv��°ovEs EXHIBITA COST ESTIMATE FOR TESTING AND INSPECTION CITY OF SAN RAFAEL PUBLIC SAFETY CENTER UNIT PRICE FEES A. Earthwork—Compaction testing of fill material, subgrade and baserock. 1. Technician and Equipment $ 89 Per xCHs = $ 48.00 2. Laboratory Tests I. Maximum Density Curve $ 1 0 ach x Qt $ 450.00 Ii. Expansion Index $ Each Y. = $ 175.00 Ill. Sieve Analysis ach Qty. = $ 75.0() IV. Percent Soluble Sulfate in Soil h 5 Qty. _ $ 65.00 V. Sand Equivalent—pipe bedding $ E x 1 Qty. _ $ 75.00 vi. Foundation excavation Inspection $ er Hr. x 6 Qty. _ $ 534.00 Al. Pile driving Inspection $ 9 Per Hr. x _ 48 _Qty. _ $ 4,272.00 B. Concrete and Masonry Reinforcement 1. Rebar Testing and Welding Inspection I. Sample and Tag, number 5 and larger $ 89 Per Hr. x 0 Hrs = $ 0 IL Test -Yield, Tensile & Bend, per set $ 65 Per Set x 0 Sets = $ 0 Iii. Welding Inspection $96 _ Per Hr. x ,_. 6 -Hrs = $ 6 2. Rebar placement inspection $ 96 Per Hr. x 48 Hrs = $ 4,608.00 C. Concrete Design, Placement, Testing & Inspection 1. Testing and Inspection 1. Concrete Mix Design Review $,_Per Rvw x _j_Qty = $ 384.00 li. Test Aggregates for Mix Design Only $__L50 Per Set x _Sets = $ 300.00 ill. Batch Plant Inspection Lump Sum $ 0 IV. Placement Inspection & Concrete Sampling $.. c� _ Per Hr. x 80 Hrs = $ 7,680.00 V. Cure, Test and Store Cylinders, Set of 4 $_12_0_ Per Set x 30 Sets = $ 3.600.00 vi. Test Anchor Bolts for Pull Out $ 96 Per Hr. x 24 Hrs = $ 2,304.00 D. Masonry Testing and Inspection 1. Testing and Inspection $ Per Hr. x Hrs = $ I. Sample and Tag CMU $ 89 Per Hr. x 16 Hrs = $1,424.00 IL Test CMU for Compr, Absorp, & Shrink, Set of 9 $175 Per Set x 6 Sets = $ 1,050.00 Ili. Sample/Test grout & mortar aggregates per spec. $ 75 Per Set x 12 Sets = $ 900.00 IV. Continuous Inspection, CMU and Brick $ 96 Per Hr. x �— Hrs = $ 6,144.00 V. Cure, Test and Store Grout, per set of 4 $-a0 Per Set x 12 Sets = $ 960.00 vi. Cure, Test and Store Mortar, per set of 4 $80 Per Set x 12 Sets = $ 960.00 Al. Core CMU and Brick, Two Cores Each $ 70 Per Core x 12 Qty = $ 840.00 viii. Compression Test $ 50 Per Corex 12 Qty = $ 600.00 Ix. Shear Test $_Per Core x N 9 Qty = $ 630.00 E, Steel Fabrication—Shop and Field 1. Testing and Inspection I. Inspect Shop Welding incl. U/T Testing $_ 96 Per Hr. x 80 Hrs = $ 7,680.00 13 I F G H fl. Inspect Field Welding incl. U/T Testing Ill. Tensile and Bend Tests, A36 Unidentified. iv. Tube Tensile Tests, Include. Machining V. H.S. Bolts — Hardness Testing vi. H.S. Bolts — Field Torque $ 95 Per Hr. x 120 Hrs = $ $ 91_ Per Hr. x 0 _ Hrs = $ $ 95 Per Test x 0 qty _ $ 0 $ 135 Per Set x 3 Sets = $ 405.00 $-16 Per Hr. x 32 Hrs = $ 3,072.00 Plywood Inspection I. Shear nailing inspection $ 96 Per Hr. x 24_ Hrs = $ 2,304.00 ii. Hardware Inspection $ 96 Per Hr. x 24 Hrs = $ 2,304.00 Flexible Sheet Roofing Inspection 1. Testing and Inspection I. Roofing Inspection $ 96 Per Hr. x� Hrs = $ 2,304.00 Contract Administration, Principal Engineer's Consultation and/or Report Preparation. State the percentage to be added to testing and Inspection charges for Administration, etc. ry 5 Transporting samples (price to include all costs associated with the movement of samples to the laboratory for testing, Including any week end work required. $ 40Per Deliv. x 3Q. Dellvs.= List additional Items as required by construction documents TOTAL: 14 $ 3,523.35 $ 2,000.00 EXHIBITA COST ESTIMATE FOR TESTING AND INSPECTION CITY OF SAN RAFAEL FIRE STATION 52 UNIT PRICE FEES A. Earthwork -Compaction testing of fill material, subgrade and baserock. 1. Technician and Equipment 2. Laboratory Tests i. Maximum Density Curve ii. Expansion Index Ill. Sieve Analysis iv. Percent Soluble Sulfate in Soil V. Sand Equivalent - pipe bedding VI. Foundation excavation inspection vii. Pile driving Inspection B. Concrete and Masonry Reinforcement 1. Rebar Testing and Welding Inspection i. Sample and Tag, number 5 and larger ii. Test -Yield, Tensile & Bend, per set Iii. Welding Inspection 2. Rebar placement Inspection C. Concrete Design, Placement, Testing & Inspection 1. Testing and Inspection 1. Concrete Mix Design Review ii. Test Aggregates for Mix Design Only Ili. Batch Plant Inspection IV. Placement Inspection & Concrete Sampling V. Cure, Test and Store Cylinders, Set of 4 vi. Test Anchor Bolts for Pull Out D, Masonry Testing and Inspection 1. Testing and Inspection i. Sample and Tag CMU ii. Test CMU for Compr, Absorp, & Shrink, Set of 9 iii. Sample/Test grout & mortar aggregates per spec. iv. Continuous Inspection, CMU and Brick V. Cure, Test and Store Grout, per set of 4 VI. Cure, Test and Store Mortar, per set of 4 vii. Core CMU and Brick, Two Cores Each viii. Compression Test ix. Shear Test E. Steel Fabrication -Shop and Field 1. Testing and Inspection I. Inspect Shop Welding incl. U/T Testing 13 $ 89 _ Per Hr. x MCIT, x _Qty. = Z Eac x 1 Qty. = r Hr. x 6 qty. = PerHr. x 16 qty.= $ 89 Per Hr. x 0 Hrs = $_0 Per Set x 0 Sets = $ 96 Per Hr. x 0 Hrs = $96 Per Hr. x 36 Hrs = $26 -Per Rvw x 2 Qty = $ 150Per Set x 0 Sets= Lump Sum $ 96 Per Hr. x -40 Hrs = $120 Per Set x 12 Sets= $ 96 Per Hr. x 12 Hrs = Per Hr. x Hrs = $,$L PerfJx _lairs = $�r�, Per Set x __3 -Sets = $75 Per Set x _2Sets = $ 96 Per Hr. x __A8 Hrs = $_10 Per Set x Sets = $_8Q Per Set x __9 _Sets = $_Z0 Per Core x _2_Qty = $_70__,Per Core x _Qty = $_Z0 Per Core x--(L-Qty = $ 3,560.00 $ 75.00 $ 534.00 $ 1,24.00 $0 $0 $0 $ 3,456.UU $ 192.00 $ 0 $ 0 $ 3,840.00 $ 1,440.00 $ 1,152.00 S 1,068.OU $ 525.00 S 675.00 $ 460800 $ 76.00 $ 720.00 $ 720.00 5 720.00 $ 420.00 $ 96 Per Hr. x 48 Hrs = S 4,608.00 II. Inspect Field Welding incl. U/T Testing Iii. Tensile and Bend Tests, A36 Unidentified. IV. Tube Tensile Tests, include. Machining V. H.S. Bolts — Hardness Testing A. H.S. Bolts — Field Torque $ 96 Per Hr. x-60_ Hrs = 5,760.00 $_go Per Test x 0 Qty = $ 0 Per Set x 0 Sets = $ 0 $ 135 Per Hr. x 2 Hrs = $ 270.00 $_ 9A _ Per Hr. x 24 Hrs = $2.304.00 F. Plywood Inspection i. Shear nailing inspection $ % Per Hr. x 24 Hrs = $ 2,304.00 II. Hardware inspection $ 96 Per Hr. x 24 Hrs = $ 2,304.00 F. Flexible Sheet Roofing Inspection 1. Testing and Inspection I. Roofing Inspection $ 96 Per Hr. x 16 Hrs = $ 1,536.00 G. Contract Administration, Principal Engineer's Consultation and/or Report Preparation. State the percentage to be added to testing and inspection charges for Administration, etc. %.5 $ 2,259.00 Transporting samples (price to Include all costs associated with the movement of samples to the laboratory for testing, including any week end work required. 40 Per Deliv. x 38 Delivs = $ 2,000.00 I. List additional items as required by construction documents 14 TOTAL: A. EXHIBIT A COST ESTIMATE FOR TESTING AND INSPECTION CITY OF SAN RAFAEL FIRE STATION 57 UNIT PRICE FEES Earthwork — Compaction testing of fill material, subgrade and baserock. 1. Technician and Equipment 2. Laboratory Tests i. Maximum Density Curve ii. Expansion Index Iii. Sieve Analysis iv. Percent Soluble Sulfate in Soil V. Sand Equivalent – pipe bedding vi. Foundation excavation inspection Al. Pile driving Inspection B. Concrete and Masonry Reinforcement 1. Rebar Testing and Welding Inspection 1. Sample and Tag, number 5 and larger IL Test -Yield, Tensile & Bend, per set iii. Welding Inspection 2. Rebar placement inspection C. Concrete Design, Placement, Testing & Inspection 1. Testing and inspection 1. Concrete Mix Design Review iI. Test Aggregates for Mix Design Only III. Batch Plant Inspection iv. Placement Inspection & Concrete Sampling V. Cure, Test and Store Cylinders, Set of 4 V1. Test Anchor Bolts for Pull Out D. Masonry Testing and Inspection 1. Testing and Inspection I. Sample and Tag CMU li. Test CMU for Compr, Absorp, & Shrink, Set of 9 III. Sample/Test grout & mortar aggregates per spec. IV. Continuous Inspection, CMU and Brick V. Cure, Test and Store Grout, per set of 4 A. Cure, Test and Store Mortar, per set of 4 vii. Core CMU and Brick, Two Cores Each vili. Compression Test Ix. Shear Test E. Steel Fabrication –Shop and Field 1. Testing and Inspection I. Inspect Shop Welding incl. U/T Testing 13 $ 89 Each Each I x t4Hrs3,5 $ I N 3 , nrv_ — S 450.00 �h 1 Qty. _ E x 1 Qty. _ er Hr. x 6 Qty. = Per Hr. x 0 Qty. = $ 89 Per Hr. x 0 Hrs = $ 65 Per Set x 0 Sets = $ 96 Per Hr. x 0 Hrs = $9_ Per Hr. x 24 Hrs = 96 $_Per Rvw x 2 Qty = $ 150Per Set x 0 Sets = Lump Sum S_26 Per Hr. x AQ_... Hrs = $_L20 Per Set x 12 Sets = $ 96 Per Hr. x 8 Hrs = $ Per Hr. x Hrs = $ 89 Per Hr. x 8 Hrs = $ 175 Per Set x 2 Sets = $ 75 Per Set x 6 Sets = $3A _ Per Hr. x 3 Hrs = $ 80 Per Set x —Sets = $ 80 Per Set x 6 Sets = $__Z0 Per Core x 6 Qty = $_5Q Per Core x 6 Qty = $ 70 Per Core x 3 Qty = $ 175.00 $ 75.00 $ jS rre�nn $ 75.U0 $ 534.00 S0 $0 $0 $0 $ Y,SU4.UU $ 192.00 $0 $ 0 $ 3,840.00 $ 1,440.00 $ 7618.00 $ 712.00 $ 350.00 $ 450.00 $ 3,P72.00 $ 480.00 $ 480.00 $ 420.00 $ 300.00 $ 210.00 $ 96 Per Hr. x 32 Hrs = $ 3,072.00 if. Inspect Field Welding incl. U/T Testing ill. Tensile and Bend Tests, A36 Unidentified. IV. Tube Tensile Tests, include. Machining V. H.S. Bolts — Hardness Testing Vi. H.S. Bolts — Field Torque F. Plywood inspection I. Shear nailing inspection ii. Hardware Inspection $ 96 Per Hr. x40__ Hrs = $ 3,840.00 $ 96 Per Hr. x 0 Hrs = $ 0 $Per Test x 0 qty = $ 0 $_j35 Per Set x i Sets = $ 135.00 $ 96 Per Hr. x 16 Hrs = $1,536.00 $ 96 Per Hr. x 16 Hrs = $ 1,536.00 $-W . Per Hr. x 16 Hrs = $ 1,536.00 F. Flexible Sheet Roofing Inspection 1. Testing and Inspection I. Roofing Inspection $ 96 Per Hr. x 16 Hrs = $ 1,536.00 G. Contract Administration, Principal Engineer's Consultation and/or Report Preparation. State the percentage to be added to testing and inspection charges for Administration, etc. Y. 5 $ 1,642.15 11. Transporting samples (price to include all costs associated with the movement of samples to the laboratory for testing, Including any week end work required. $JPer Oeliv. x38 Delivs.= $ 1,520.00 I, List additional Items as required by construction documents TOTAL: %- �313 14 Ty ILL:i Y` } Long Beach Civic Center Smith -Emery is providing testing and inspection se►vices for the $520 million, design-build- finance-ope►'crte-maintain civic center. The new civic center will replace the old city hall and provide efficient new offices for the Port of Long Beach, a new city library and a retail marketplace and public park that will serve residents and visitors of Long Beach for years to come RESUMI=S qH-e�y y A Gregory Partridge N o Principal -In -Charge 9y PRANC��Ci Mr. Partridge provides budget management and executive support for field inspection personnel. Mr. Partridge focuses on providing the owner Academic Background: of a project with a cost effective and quality driven approach to the Materials Testing and Special Inspection. In coordination with Smith B.A. Business Management Emery's Professional Engineers, he will review all laboratory test reports Economics — University of and field reports on a weekly basis to confirm compliance and to ensure California Santa Cruz the project is adequately maintaining quality. He will work with the team of inspectors assigned to the project to ensure that a proactive Professional Associations: and efficient approach to our inspections is always taken. He American Concrete Institute coordinates inspection activities with the general contractor, and monitors inspection activities and budgets for owners. Mr. Partridge US Green Building Council submits a monthly statement of accounts (budget tracking) with each invoice to the client In order to demonstrate budget progress. He's on - California Counsel Testing site for large concrete pours and project meetings to check in with the and Inspection Agencies client and project team. American Society for Testing and Materials Mr. Partridge has been the Executive Review, Oversight Director and/or Project Manager for the following projects: • New Levi's (49er) Stadium Project — Santa Clara • 41 Tehama High Rise, San Francisco • Transbay Transit Center, San Francisco • SFMTA Central Subway, San Francisco • Trinity Plaza Phases II & III (22 & 24 story PT) — San Francisco • Kaiser Redwood City Replacement Hospital, Redwood City • Presidio Parkway/ Doyle Drive QA for P3 Owner, San Francisco • "Las Vegas High Roller" — Fabrication Inspection in Shanghai 0 Alta Laguna Development — Build Group — Wood Partners (owner) • Various San Francisco DPW projects under on-call Master Service Agreement (Including the new Pier 27 Cruise Ship Terminal) • Fabrication Inspection Project Manager for The Source Development — Buena Park, CA V On -Call Contract with CPMC/Sutter SF Hospitals (DPR & Herrero) • LA Metro Gold Line Fabrication Inspection — Bridges Fabricated in China and Oregon • Santa Clara Family Justice Center— State of CA Court, Santa Clara %.1 4fF Patrick Morrison, PG, CEG y �AA Project Manager/Geologist Mr. Morrison has over 30 years of professional experience in special inspection, material testing, rail construction, geotechnical engineering and 9y �RANG��� environmental fields and 28 years working at Smith -Emery. Mr. Morrison Is responsible for management of Smith -Emery San Francisco's GeoServices Academic Background: Division consisting of a staff of 20 inspectors and geotechnical/environmental B.A. Geology, Humboldt professionals. Project responsibilities encompass project management for State University, 1987 testing and Inspection on major infrastructure projects, environmental site characterizations, fault hazard studies, slope stability analysis, geologic Professional Registration: mapping, grading and paving inspection and footing/pier Inspections. Active CA Professional Geologist in project oversight for earthwork and paving Inspection and testing, as well No. 7174 as special Inspections on projects throughout the Bay Area, review of field and laboratory data for conformance to project specifications, and CA Certified Engineering presentation and communication of data to clients and regulatory agencies. Geologist No. 2643 Selected Project Experience Certifications: Hamilton Air Force Base, Levee Nuclear Density Gauge Guadalupe River Levee and Radiation Safety Officer Trained Alameda Creek Levee Geo -Soils, Inc., Van Nuys, California OSHA 40 hour Hazardous SFOBB Self -Anchored Suspension (SAS) Bridge, Oakland Waste Operations / Conzelman Road, GGNRA, Marin County Emergency Response Training City of Redwood City Geotech and Soils Engineering on-call, Redwood City Contra Costa County Pavement Program, Contra Costa SFPUC Crystal Springs Bypass Tunnel, San Mateo County Devil's Slide Tunnel, Pacifica/Moss Beach Concord Naval Weapons Station, Pier 3 Upgrade Highway 238/880 Improvements, Hayward BART North Oakland Aerial Structure Seismic Retrofit, Oakland BART SFO Extension, San Mateo County Port of Oakland 50 -foot Deep Water Turning Basin EBMUD Folsom South Canal Pipeline, Clements Contra Costa Water District Victoria Island Pipeline, Discovery Bay Freeport Regional Water District Intake Facilities, Sacramento SFPUC 48 -Inch Lincoln Way Pipeline, San Francisco �10 1A -e 0 Carl Eklund, PE h A Project Engineer 9y A'RA14 Mr. Eklund provides management and technical support for field inspection personnel, and ensures laboratory compliance with test standards, specifications, and codes. Prior to joining Smith -Emery, Mr. Eklund has 24 years of professional experience in foundation design, and inspection, school construction project management and inspection (foundation inspection, PDA Academic Background: analysis and review), geotechnical design, testing and analysis, of foundations, B.S. Civil Engineering, retaining walls, MSE walls, and foundation settlement. California State University, Long Beach CA Project Experience Professional Newcomb Academy, Long Beach CA. Pile inspection Monroe High School Student Medical Facility North Hills CA - soils testing Registration: management, onsite problem solving Registered Civil Engineer, State of California, OCS4797 Lincoln Middle School, Santa Monica CA. On site meetings for drain construction Certifications: Certified Welding Glendale Community College, Glendale CA. Soils inspection, onsite soil problem Inspector AWS 1114111961 solving. Infrastructure Relocation Crenshaw Blvd Metro Link, Los Angeles CA - Exploration, report composition, Lab analyses, exploration activity Structural Steel and Bolting Inspector ICC management. 1!8297213 Geotechnical Engineer- DOT Alaska Bridge foundation analyses, Landslide remediation, road failure analyses and Commercial Building remediation, MSE wall analyses, road construction and planning, geotechnical Inspector ICC Investigations and repair. Brotherhood Bridge, Juneau AK. Design of piles for down drag, liquefaction pile load capacity, MSE wall design, road construction, settlement over peat, slope stability Kelehini Bridge, Juneau AK. Design of piles for liquefaction, down drag, pile capacity, bridge road approach, lateral spread, seismic settlement, settlement. Juneau Access Road, Juneau AK. Analyses of new road construction for Juneau to mainland connection, cut slope analyses, bridge location and design, MSE wall design, slope stability Carl Eklund, PE (cont'd) Civil Engineer- Los Angeles County Dept. Public Works Geotechnical Division: geotechnical project management, geotechnical exploration, analyses, and report composition for dams, road reconstruction, drains, transportation corridors, landslides, channel wall failures and foundations. Road Maintenance Division: project management for road resurfacing, landslide repair, culvert replacement, analyses and design of retaining walls, bridges, slope drainage, and slope restoration. Holly Hills Drain, Los Angeles CA. Geotechnical analyses, exploration and design for $750 million dollar drain system. Hume Road Styrofoam Landslide Remedlation, Malibu CA. Exploration analyses, design and construction management for Styrofoam remediation of landslide. Alameda Corridor, Long Beach/Wilmington/City of Industry, CA. Geotechnical exploration design and analysis for $2 billion transportation corridor for Los Angles and Long Beach ports. Del Amo Ave. Bridge, Wilmington CA. Geotechnical exploration design and analysis for bridge foundation over Alameda Corridor. Winding Way Road Reconstruction & MSE Wall, Malibu CA- Cost analyses, design selection, design, project management, geotechnical exploration and analyses for MSE wall road reconstruction. Webster Elementary School, Malibu CA- Project Management of drain reconstruction through school property Rambla Pacifica Landslide Malibu CA- County project management of large landslide. Hume Road Landslide- Project management, geotechnical exploration and analyses as well as slope re -vegetation for $20 million landslide. Project 130 Storm Drain- Geotechnical exploration, design and analyses for large storm drain system. Leonard Cross ),A Supervising Inspector P A00 Mr. Cross performs supervision and technical assistance to inspectors ASNT, SNT-TC-1A/ UT, M.T., P.T. for AWS, ASME, AWWA & A.P.1 projects. Review W.P.S submittals & Education: develop procedures. Audits: Performs IAS/ISO audits and certification Contra Costa College, San for companies in U.S, Asia, Mexico & Europe. Currently performing Pablo CA (40) audits annually. Vendor Surveillance: Contracts with various Diablo Valley College, A.S.M.E companies to audit suppliers and subcontractors. STEEL: Pleasant Hill CA Visual Welding Inspection, Ultrasonic Testing, Bolting & N.D.T. MISC: Delta College, Stockton CA Radiography, Magnetic Particle, Liquid Penetrant, Eddy Current, Leak Spartan School of Test & Concrete. Aeronautics, Tulsa OK Major course of study— Selected Project Experience Engineering, Welding, Levi's Stadium, Santa Clara Welding Metallurgy & N.D.T High Roller, Las Vegas Verrazano Bridge Ramps, New York City Certifications: Bay Bridge Self -Anchored Suspension - East Span Replacement AWS - Certified Welding Trinity Plaza, Phases I, II, III, San Francisco Inspector 9 95010341 41 Tehama, San Francisco St. Regis Museum Tower, San Francisco ISO 9000:2000 Lead Auditor- Santa Clara Family Justice Center, Santa Clara RAB 11 AS 10704-439 Evergreen College Performing Arts Center, San Jose Kaiser Redwood City Replacement Hospital, Redwood City AS - 91008 (Aerospace) Lead National Seimiconductor, Sunnyvale Auditor- RAB/QMS 11 AS Lockheed Campus, Sunnyvale 10704-439 Apple Computer New Data Center, Newark San Francisco International Airport, International Terminal ICC Certified Special 101 @ 10th St. S.F — Piles- CALTRANS -1998 Inspector, Structural Pomona Valley Hospital Steel/Welding 01060866-85 Metcalf Energy Project, 300 Megawatts, San Jose Pacific Presbyterian Hospital Los Angeles Co. Deputy Kaiser Hospital, Fontana Inspector, Structural Steel it Consumnes Power Plant, Herald 01109 Lockheed 156A, Sunnyvale 280 Retrofits- Various sites in San Francisco - Caltrans -1.5 years City of Los Angeles- Third Street Bridge, San Francisco: Caltrans - 2001 Registered Deputy Bldg. Delta Energy Project- 600 Megawatts- Pittsburg Inspector It PO12088 ASNT, SNT-TC-1A/ UT, M.T., P.T. William "Tony" Sherwood Lead Special Inspector '!s� FRANG�g4o CONCRETE: Reinforced Concrete, Shotcrete Placement, Batch Plant, Slump Control, Unit Weight, Air Test, Casting Specimens (Flex Beams, Cylinders, Shrinkage), Rebar Placement, Embeds and Anchor Bolts Academic Background: STRUCTURAL MASONRY: Placement, Rebar, Mortar and Grout Sampling Wilrick Institute of STRUCTURAL STEEL: Inspection, Visual Steel, Ultrasonic Testing, Technology High Strength Bolting, Shear Studs, W/W Mesh, Welder Qualification Glendale Community Tests College, AZ MISC: Fireproofing Application and Sampling, Roofing Inspection, Concrete Coring, Bolt Proof Loading Certifications: AWS Certified Welding Selected Protect Experience Inspector Golden Gate Recreation Area, Alcatraz Island, San Francisco NDT Level II Magnetic 41 Tehama, San Francisco Particle Testing Dolby Cinema and Theatre Structure, San Francisco San Francisco -Oakland Bay Bridge, East Pan SAS, Oakland ICC Structural Steel Welding and Bolting California Pacific Medical Center, San Francisco SFMTA Central Subway, San Francisco ICC Reinforced Concrete 2155 Webster, Main Tower, San Francisco ICC Post -Tension, Pre- Alta Laguna Mixed Use Development, San Francisco Stress Concrete Stanford University Row Houses, Palo Alto San Jose State University, Campus Village Phase II, San Jose ICC/DSA Structural County of San Francisco San Bruno Jail, San Bruno Masonry United Hub and Thumb, San Francisco Airport ACI Certified Concrete GSA Federal Building, San Francisco Field Technician Grade 1 Yahoo Headquarters, Sunnyvale OSHA 30 Safety Training San Francisco and Oakland Zoo AirTrain and BART Extension, San Francisco Airport Queen of the Valley Hospital, Napa SFMTA Central Subway, San Francisco TransAmerica Building, San Francisco Diablo Valley College, Pleasant Hill Patrick Swain Structural Steel Special Inspector- Welding, Bolting and NDT y�A Mr. Swain has over 30 years of inspection industry experience. His technical expertise and management skills make him a valued asset on any project team. 9,y yCdi He is experienced in coordinating and verifying quality assurance programs, FRAN�� including material control, QC document control and distribution, managing suppliers and vendors, Issuance of non-conformance reports, and corrective actions. He has been responsible for the supervision and training of staff Certifications: Inspectors. As a senior lead Inspector on the San Francisco-Oakland Bay Bridge AWS Certified Welding Self-Anchored Suspension Span project, he worked proactively in collaboration Inspector 1196041281 with the American Bridge/ Fluor JV team to achieve a reject rate below 2% on the project. ASNT Ultrasonic Testing — Level II Selected Project Experience 33 Tehama (35-story tower), San Francisco ASNT Magnetic Particle SFMTA Central Subway Tunnel Project Testing —Level II Transbay Transit Center, San Francisco ASNT Liquid Penetrant Kaiser Redwood City Replacement Hospital Testing — Level II San Francisco-Oakland Bay Bridge Self-Anchored Suspension (SAS) Span ICC Structural Steel & San Francisco-Oakland Bay Bridge Approach Structure Welding #851759 SFO -Air Train Campus Village, Phase II, San Jose State University, San Jose Santa Clara Valley Medical Center, Santa Clara San Ramon Valley High School, San Ramon Kaiser Hospital - Hayward, Oakland, Daly City, Walnut Creek Oakland City Hall, Oakland Candlestick Park Renovations, San Francisco Carquinez Bridge, Vallejo Benicia Bridge Retrofit, Benicia Asian Art Museum, San Francisco Moscone Center, San Francisco 580 California Street, San Francisco USS Enterprise, USS Wabash, San Francisco Mt. Diablo High School, Concord Lawrence Livermore Laboratories (Building 191 & 140), Livermore Ott Gregg Jones Special Inspector—Steel and Concrete aAts Mr. Jones has over 30 years of industry experience. CONCRETE: Reinforced Concrete, Shotcrete Placement, Batch Plant, Education: Slump Control, Unit Weight, Air Test, Casting Specimens (Flex Beams, Solleg Community Cylinders, Shrinkage), Rebar Placement, Embeds and Anchor Bolts College, STRUCTURAL STEEL: Inspection, Visual Steel, Ultrasonic Testing, CostCora Community m Contra Costa Community High Strength Bolting, Shear Studs, W/W Mesh, Welder Qualification College Tests MISC: Fireproofing Application and Sampling, Roofing Inspection, Certifications: Concrete Coring, Bolt Proof Loading AWS Certified Welding Inspector 496120651 Selected Protect Experience Pier 27 America's Cup/Cruise Ship Terminal, San Francisco NDT Level II Magnetic Particle Testing Kaiser Redwood City Replacement Hospital, Redwood City UCSF Mission Bay — Neurosciences Building, San Francisco NDT Level II Ultrasonic SF General New Mental Health Building, San Francisco Testing Shoreway Environmental Center ICC Structural Steel San Mateo High School District, San Mateo Welding/ Bolting Samaritan Hospital 110860153 Kaiser San Mateo Medical Office Building, San Mateo ICC Special Inspector - Lockheed Martin, Sunnyvale Reinforced Concrete U.S. Court of Appeals, San Francisco 110860153 China Basin Phase II, San Francisco USPS General Mail Facility, Sacramento ACI Concrete Field Testing Technician, Grade 1 BART SFO Extension, San Mateo County San Francisco International Airport EI Camino Replacement Hospital Hall of Justice —San Mateo Bridgeview Towers, San Francisco Las Positas College, Livermore 400 Beale St —18 & 28 Story Post -Tensioned Concrete Buildings, San Francisco Bill Graham Civic Auditorium, San Francisco S.F. City College Student Health Center, San Francisco Steve House `.1 N - E 4? Senior Special Inspector - Concrete & Masonry 40 A Mr. House specializes in the inspection of reinforced concrete and masonry construction. With over 20 years of experience, Mr. House is a key member of Smith -Emery's team of inspectors working on the 49ers New Santa Clara Certifications: Stadium, a project requiring close collaboration of the project team to meet ICC Special Inspector, tight schedule and budget deadlines. His multi -disciplined special Reinforced Concrete inspection expertise and experience working collaboratively in a project team make him a valued asset on any project. Mr. House will have ICC Special Inspector, completed his assignment on the new 49er Stadium Project in time to be a Structural Masonry part of the Santa Clara Family Justice Center project. ACI Concrete Field Testing Selected Project Experience Technician, Grade 1 49ers New Santa Clara Stadium —Santa Clara Trinity Place, Phase III, San Francisco Nuclear Density Testing — 33 Tel�arna, San Francisco Solis and Asphalt Oak Park Gateway Development, San Francisco Genesis Parking Structure, South San Francisco Genesis Tower, South San Francisco SFMTA Central Subway project, San Francisco Santa Clara Family Justice Center, Santa Clara San Jose Community College PE Building, San Jose Pier 27 International Cruise Terminal — San Francisco Santa Clara Unified School District, Various Projects—Santa Clara Sony Headquarters, Foster City 2174 Market St. —San Francisco Jordan High School (off-site) — Los Angeles Lockheed Building 245 —Sunnyvale UCSF Building Block 19A—San Francisco Diablo Valley College Various Projects — Pleasant Hill Kaiser Permanente RWC Replacement Hospital — Redwood City Valley Medical Center—San Jose Juniper Networks New Moffett Campus — Mountain View /N.�MF�pA John Hepper yy g� Special Inspector— Concrete and Structural Steel PRANG� John Hepper is a multi -certified seasoned inspector with expertise in both concrete and structural steel. He has worked on a variety of projects throughout his career that have included hospitals, schools, residential, mixed-use buildings, research and development buildings, transportation projects, and transit project. Certifications: AWS Certified Welding Selected Project Experience Inspector SFMTA —Central Subway, San Francisco California Pacific Medical Center, San Francisco ASNT Ultrasonic Testing — Transbay Transit Center, San Francsico Level II Twitter Skybridge, San Francisco ACI Concrete Field Dolce & Gabanna, San Francisco Technician, Grade 1 44 Montgomery Street, San Francisco ICC Structural Steel & Transbay Transit Center, San Francisco Bolting 1731 Sutter Street, San Francisco Dolby Studios Theatre, San Francisco ICC Reinforced Concrete Pier 27 Cruise Ship Terminal, San Francisco ICC Structural Masonry 215 Moffett — R&D building, Sunnyvale 215 Moffett — parking structure, Sunnyvale Santa Clara Family Justice Center, Santa Clara Stanford Row Houses, Stanford San Jose State University Campus Village, Phase II, San Jose Clearview Buildings, San Mateo Mission College — Main Building Replacement, Fremont 1201 Tennessee Street — superstructure, San Francisco Fox Plaza Exterior, San Francisco 385 Sherman Avenue — mixed use development, Palo Alto Xilinx Building, San Jose SFMTA Central Subway West Valley Fair — Parking Structure, San Jose State Route 68, Salinas Bridge, Salinas Michael Wilson Structural Steel Inspector and NDT Technician co A IVg`C Mr. Wilson has over 32 years of experience and expertise In Structural Steel FRAO Welding Visual Inspection, High Strength Bolting Inspection, and Non -Destructive Testing Ultrasonic and Magnetic Particle methods. He Is among the most experienced inspectors in the industry in performing Quality Assurance role in Certifications: structural steel fabrication and erection. AWS Certified Welding Inspector Selected Project Experience SFMTA Central Subway Tunnel Project ASNT, SNT-TC-1A/ BART San Francisco Transition Structure Marine Barrier, San Francisco Ultrasonic Testing — Level BART SFO Extension, Colma II Levi's (49'ers) Stadium, Santa Clara ASNT, SNT-TC-1A/ Kaiser Redwood City Replacement Hospital, Redwood City Magnetic Particle Testing Kaiser San Leandro, San Leandro — Level 11 Cisco Systems Office Campus, San Jose ICC Structural Steel Santa Clara Valley Medical Center, Santa Clara Bolting California Pacific Medical Center, San Francisco ICC Structural Steel Kaiser Oakland Medical Office Building, Oakland Welding Carquinez Bridge, Vallejo Lawerence Livermore Lab, National Ignition Facility, Livermore Sun Micro Systems, Palo Alto SFIA International Terminal, San Bruno Cal State University East Bay, Hayward UC Berkeley Boalt Hall, Berkeley Oracle, San Jose Alaska Pipeline, Anchorage Port of Oakland, Oakland Shell Oil Refinery, Martinez Stanford Cardinal Cogeneration Plant, Palo Alto SPECIAL TESTING & INSPECTION SERVICES: SMITH EMERY XEedlNgOo-c tas Iafgm,bMl.Stftmde&w1112eWX-flic 1. rwr+d 2. Labory TaspN�fl 6. L568k LW" 6L n b 11 Peranl Subala r. Sand I- N. F VA. B. Caweb erM Algyly�R6ln(arcemeM t.11absrTgo bnd WeWI4 �6l W L iTen,aunS6li6a&r ILYI Tin 68end.o«a IL W 2. Rae Goo C.; arpylO IN, Tarma raid les6ecllon L el Ravinv O. Ted r coat DaslM OW P Concrt10 So IO v. • a Sala Te �Anch«Se6s(sr1'uf Out D.Mef Tal Win 1. Te a U . est MU(«' �Ab 4 .Sda0 9. as 8 saar2aea V. and V.�f tda4 4' 2.01U and VB�pk TVm . a Each selc14 NI �(��p�rr��A-y�d-sfbn Tdi( b. jhaar Tal E. Steel Fah,katbrr- 184P L-A Flelf 1.T sod L M.T.&E H11,-Hl.* V. H.S. Sana -Har nasTabws vs. HS.009-FMd Tome F. Pbflwy� «npggban e aSw�srmmd Insob7ldn O. Flmslrb Shad RaoTi,81ln7aedbn 7. TesG�g(and Woedl6n I. urd0nsacUon Exhi�,E� , Floss, station 151 i Pub it Sa ety Contor Piro ;lallon#52 I 9890rF«IIr. 0 Hm 30.011 389= Per Hr. rift III= Hr. GlIffs 001 6m Each s 0 ��EW1f dl Psr W. 9 0 of All P«fk. 0 961Hm 1 1 1 1 $6000 9,pyJP"Hr. 0 Hrs .60 Per Set 1 0 Sets 01Jab I P«Hr. I 0 Hrs sum 1 Per Hr. I I 481We I I 1 I �jp�aAAO0I I Per Idst Sf60.W P«Sal 1 2 s ��0g'!qq lumaSuml O IiiiLp� ■T_�mIPerH. 59tlb5 «11r I 60�xr2 61,40,11 S12pm,I Par,6e l 1 7019012 I I I OIHn I t81Hre 1 $i50m Each m S1T5m E6t11 6.00 tl1 serf «Hr. .00Y«Hr. � Hr. GlIffs 58.741=1 A0� i� 1 I 0 Hrs et I 1811111 1Siia000 of 54.656.00 .00IP«Hr. 961Hm I I 1 1 1 $6000 I {ypBomlPeen", I 1 I 21��' 1 f3hO901 SII"FO� P«Sal 1 01Jab I I �y sum 1 of I I I I 1 Per Hr. f. Waste II I Per Idst 01Tasb 1 JOO599.mIP, I 121Hre 30m 1 Iron Per Hr. IiiiLp� ■T_�mIPerH. '00 � SV ml 61,40,11 419 r. Hr. 1ziw, � Puu{Hgr. 1 !Nn I 58.741=1 A0� i� 1 I 0 Hrs et I 1811111 1Siia000 5150.00 Each 00 F ?"Cm 12lt�lfd al 5178.00Each QIP«s ,S oiperTare 1 $6000 Tal 1211ab 1 81Tasls S7 70.00IP«T691 I OlTab 1 I mIP«Tal 1 I 1 I I I 1 Per Hr. f. Waste II I Per Idst 01Tasb 1 1 I Per Hr. 0 His 30m 1 Iron Per Hr. IiiiLp� ■T_�mIPerH. '00 n I SV ml Per mlPer )) I tjf59y0$.00 Porto P"Tesl6105.00�Paf 01 dsb 1 i�1 yV.W1 ¢¢QQ55.. We Two I l 590.00 Perllr. or 31b5.ODIPerwlPwTesl Por Hr. I 92�re S � 101 b 1 I I 1 � 1 I 1 1 $0m1 5t6o oo:P@fS0l 1 76 OeWll I ss����gqyyo0 $4a,1R001 &10= PerDeWs� I 1 590AOlP«Hr. 1 1 1 1 2412.110 �Hm Hm ! 1 S 'l04.00I 1 540.001P«W. I � 1 I 1 I I I 1 1 I 39800 arHr. I 21 Fft 32.7Wm1 MOO Pat Hr. I 1 I 1 FLCtnUsUAda a lraUm,,Prk,dpd Ergnee/s Ce0sa3db0endr"Rspad PraP»5on. Stale" 9ercedatelsl,a added to lasting andinssec6on Naroaaf«Adminlsfallon. eta I 6% I S7.62995� IFI% L Trenspalig semleot lecke tokWadaa0c0sb asocialed W%Ws movemsnlassmples to the I I I bborelsryf«IesUnd.IndadamomweekerAvmtrraouired. I S40.00IPerOej SoLlivs S2,ppyml 340.00IPsr DsWenl TOTAL' I I I 1667,602661 1 1 I I I 90.001 001P« 1 168.001 .W1Pe r. I 461mm 1 Fire $Jallon UST 519p0001P«Hr I 5000 369= P«Hr. 0 Hrs 50.00 $0.00 5150.00 Each 00 30m so= 5178.00Each 00 61Tests I Som ,,�(p0 81Tasls Each Each E«h 8 ■iYt`6m^a Each I 0 46 Hrs ' 80 HO SDAO Per Hr. f. Waste II 90001�leaf Per Idst 01Tasb 1 90m Per Hr. 0 His 30m m Iron Per Hr. 327b4.001 596.001PsrHr. 00 m ParSel I I 1 I iw� I 696= Per Hr. I 2 '.10.0 3. .00 590.00 Perllr. or 101 b 1 9102.1 $96.00 Per Rm 1 I $2.239. $0m1 5t6o oo:P@fS0l 1 I I I 90.001 001P« 1 168.001 .W1Pe r. I 461mm 1 34.606001 519p0001P«Hr I 93012 $720.001 SKOCIPetSet I Sets i 91Sets !' .. rS . I 61Tests I t ,,�(p0 81Tasls SiYi/ IOmI �1'�e' .00lper Tal 46 Hrs ' 80 HO 55� Per Hr. f. Waste II 90001�leaf Per Idst 01Tasb 1 $0=1 S.o01Peffcd 21 Sell 1 j�7 0.001 3 .061 Pu a s1 24IHm 1 1 327b4.001 596.001PsrHr. l I 1 I I I I 1 I iw� I I 2 57m.0.01 a08.W�PPer or 101 b 1 61.598=1 1 $96.00 Par Hr. I I $2.239. .1% i 76 OeWll I ss����gqyyo0 $4a,1R001 &10= PerDeWs� I 1 I 0 fire 1 00 z4 Nroa � 62.901 � 1 I 1 I I I 210 I 61ii0Q2am .401. I $WJE 12tSab I !1,:10.00 1 5tf2.00.0 6 BalaI 3cI I Q)f 61Tesb I l(� 91 Tests 6210= 1 1 72 1Hn1 W2.00 401 n 1 .011 01 a 1 30m 0:Tests I jpm 1��Sab 1 5(55.00 Hre 1 61.5.78. I 1 I 1 I 1 181Hre 1 81jay0y, 16�Hre I 5 1 I I 1 I 101Hre I 67.696= 1 1 I I $1.642.15 I I 9eI0ew,I i1?1om I 1$91, 911.16 CONTRACT ROUTING FORM INSTRUCTIONS: Use this cover sheet to circulate all contracts for review and approval in the order shown below. TO BE COMPLETED BY INITIATING DEPARTMENT PROJECT MANAGER: Contracting Department: Department of Public Works Project Manager: Cindy Ray Extension: x5326 Project Name: Special Inspection and Construction Materials Testing Services Contractor Name: Smith -Emery Contractor's Contact: Patrick Morrison Dmorrison(&smithemervsf.coai Contact's Email: ❑ FPPC: Check if Contractor/Consultant must file Form 700 Step RESPONSIBLE DESCRIPTION COMPLETED REVIEWER DEPARTMENT DATE Check/Initial 1 Project Manager a. Email PINS Introductory Notice to Contractor 6/28/2017 N CR b. Email contract (in Word) & attachments to City 6/28/2017/ Atty c/o Laraine.Gittens@cityofsanrafael.org 2 City Attorney a. Review, revise, and comment on draft agreement 7/6/2017 N LAG and return to Project Manager 7/6/2017 N LAG b. Confirm insurance requirements, create Job on PINS, send PINS insurance notice to contractor 3 Project Manager Forward three (3) originals of final agreement to C CR contractor for their signature 4 Project Manager When necessary, * contractor -signed agreement N N/A agendized for Council approval *PSA > $20,000; or Purchase > $35,000; or Or ❑ CR Public Works Contract > $125,000 Date of Council approval Clic te. t_ I enter a a �J r /7 PRINT CONTINUE ROUTING PROCESS WITH HARD COPY 5 Project Manager Forward signed original agreements to City 07/19/2017 ❑ CR Attorney with printed copy of this routing form 6 City Attorney Review and approve hard copy of signed OYI -7 agreement »1 7 City Attorney Review and approve insurance in PINS, and bonds �' Dat 'j (for Public Works Contracts) �I� 7 8 City Manager/ Mayor Agreement executed by Council authorized official 9 City Clerk Attest signatures, retains original agreement and I ,I forwards copies to Project Manager