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HomeMy WebLinkAboutWISS, JANNEY, ELSTNER ASSOCIATESINSURANCE NOT ON FILE WORK MAY N T PROCEED N-2020-092 CLERK OF COUNCIL DATE: D � wu�,� k�V111y r1yye l 6 AGREEMENT TO PROVIDE ENGINEERING SERVICES FOR CIVIC CENTER PLAZA STRUCTURAL ANALYSIS THIS AGREEMENT is made and entered into this 1st day of May, 2020 by and between Wiss, r Janney, Elstner Associates, Inc. ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). Z. N RECITALS a A. On February 19, 2020, the City issued Request for Proposal No. 20-027, by which it sought a qualified engineering firm to provide a structural analysis of the Civic Center Plaza of the Flag and Plaza of the Fountain. B. Contractor submitted a responsive proposal that was selected by the City. Contractor represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 20-027. C. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Contractor shall perform the services described in the scope of work that was included in RFP No. 20-027 and that is attached as Exhibit A, and as further delineated in Contractor's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City agrees to pay, and Contractor agrees to accept as total payment for its services under this Agreement, the rates and charges identified in Exhibit C. The total sum to be expended under the term of this Agreement, including any extension periods, shall not exceed $49,920. This sum is comprised of (1) the base amount of $41,600 and (2) a contingency in the amount of $8,320 for additional services at the City's sole discretion. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. Page 1 of 8 3. TERM This Agreement shall commence on the date first written above and terminate on April 30, 2021, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for two 1-year periods upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. Page 2 of 8 7. INSURANCE Prior to undertaking performance of work under this Agreement, Contractor shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Contractor shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Contractor's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. C. Worker's Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Contractor agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Contractor is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. e. The following requirements apply to the insurance to be provided by Contractor pursuant to this section: (i) Contractor shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by contractor, without thirty (30) days prior written notice to the City. (iv) Contractor shall supply City with a fully executed additional insured endorsement. Page 3 of 8 f If Contractor fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Contractor's right to be paid for its time and materials expended prior to notification of termination. Contractor waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor or its subcontractors, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. 10. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by Page 4 of 8 law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 11. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor disclosed in a publicly available source; (c) is in rightful possession of the Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Contractor without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency Page 5 of 8 City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: WJE, Inc. 225 South Lake Avenue, Suite 500 Pasadena, CA 91101 Attn: Ann Harrer A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other contractors retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or Page 6 of 8 remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Contractor shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Contractor affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 20. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. Page 7 of 9 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: A J Daisy Gomez Daisy of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By; f 'M,. -f.'L JMin M. Funk Assistant City Attorney RECOMMENDED FOR APPROVAL Saba tive Director Works Agency CITY OF SANTA ANA Ejr�—rne Ridge City Manager CONTRACTOR ' A- 4CA-,�_ Name: Ann Harrer, P.E. Title: Associate Principal and Project Manager Page 8 of 8 EXHIBIT A Appendix ATTACHMENT 1 SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR CIVIC CENTER PLAZA OF THE FLAG/FOUNTAIN STRUCTURAL ANALYSIS RFP NO.: 20-027 Introduction and Backl1round: The Civic Center Plaza of the Flag and Plaza of the Fountain were constructed in the early 1970s. The reinforced concrete decks have degraded to the extent where recurrent surface water and storm runoffs have infiltrated the slabs and the deteriorated existing pipe penetration core seals, resulting in undesirable nuisance leakages onto the parking garage below. Other observed deficiencies include spalled concrete, exposed and corroded steel reinforcing bars, and cracked decorative and plain finish surfaces. A structural analysis report is needed to provide cost estimates and recommendations for future repair to ensure public safety. The City is accepting proposals from experienced firms to provide their professional structural engineering expertise to determine the existing facilities' serviceability, the options available to return such facilities to its original intended functions, and the cost of such endeavors. Description of Work: The Consultant's responsibilities include the following, and shall consist of the followingproject tasks; Task I: Assessment of existing condition Review existing as-builts and compare with current Conduct field inspection of the structures including, but not limited to: o Parking garages o Structure deck slab layers, beams, joints, drainage, rebars, cracks,etc. o Drainage o Pedestrian bridge o Water fountains and planters o Miscellaneous features on the plaza decks Provide evaluation of potential project constraints and solutions. ➢ Deliverables shall include a Preliminary Report, including afield Site Reconnaissance memo which verifies the existing structure conditions and inventory of structure characteristics. Task 2: Inventory existing condition • Identify on a map locations of the deficiencies • Document all deficiencies with photographs • Identify the types of deficiency in a summary report • Perform a visual test of the structural slab, including but not limited to x-ray, to identify potential problem areas ➢ Deliverables shall include a summary offindings from the inventory existing condition. Task 3: Cost and analysis • Analyze the cause of the deficiencies • Analyze options for repair o Option 1: Minimal repair of the deficiencies with minimal aesthetic finish o Option 2: Fully repair/reconstruction to eliminate all deficiencies with new deck finish • Prepare detailed cost estimate for each option of repair for future construction budgeting purposes. Cost estimates shall include line item description, quantity, unit, and unit cost to arrive a total cost • Highlight a brief deseription/analysis for each type of repair ➢ Deliverables shall include a summary of the analysis and cost estimates and Task 4: Evaluation and Recommendations Based on accumulated research and field review, conduct and prepare written evaluation of both Plaza of the Flag and Plaza of the Fountain, which identifies and analyzes problems and deficiencies related to the overall parking structure and safety. Report shall include recommendations for repair that include: • Exhibit for each option of repair • Back up with structural calculations ➢ Deliverables shall include a technical report which summarizes and documents findings including all documents from tasks 1, 2, and 3. Fee Proposal: hi addition to Section III.B.3 (Submittal Requirements: Fee Proposal) fee schedule shall be structured to correspond to the above mentioned tasks as follows: Task 1: Research and Site Reconnaissance Task 2: Inventory existing condition Task 3: Cost and Analysis Task 4: Evaluation and Recommendations Total Fee: Fee schedule for each task should include an hourly breakdown that corresponds to the task total. Payment and Invoicing: Selected Consultant shall invoice the City based on time and material according to the City's standard invoice template. Tasks and hours shall be clearly identified and all rates must match those included in the approved agreement. City shall retain ten percent (10%) of the invoice amount from each payment until the completed Project has been accepted by the City. City Responsibilities The City will be responsible for providing as -built plans, base map layout of the decks, allow access to secured parking garage, and coordination with the Civic Center Authorities. WJE EXHIBIT B Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain 20 Civic Center Plaza Santa Ana, CA 92701 March 11, 2020 WJE No. 2020.1370 PREPARED FOR: City of Santa Ana Mr. Kenny Nguyen Public Works Agency; M-36 20 Civic Center Plaza; Ross Annex Santa Ana, CA 92701 PREPARED BY: Wiss, Janney, Elstner Associates, Inc. 225 South Lake Avenue, Suite 500 Pasadena, California 91101 626.696.4650 tel WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain 20 Civic Center Plaza Santa Ana, CA 92701 a nARR� No. c90977 Ann Harrer, P.E. * exPAW31nl California License C80977 s� e i v y Associate Principal and Project Manager 9rFn� .; t March 11, 2020 WJE No. 2020.1370 PREPARED FOR: City of Santa Ana Mr. Kenny Nguyen Public Works Agency; M-36 20 Civic Center Plaza; Ross Annex Santa Ana, CA 92701 PREPARED BY: Wiss, Janney, Elstner Associates, Inc. 225 South Lake Avenue, Suite 500 Pasadena, California 91101 626.696.4650 tel WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain CONTENTS Section 1: Statement of Qualifications................................................................................... 1 CoverLetter............................................................................................................................... 1 Contract Agreement Statement.................................................................................................. 2 Firm and Team Experience........................................................................................................ 2 FirmOverview..................................................................................................................... 2 Parking Structure Experience.............................................................................................. 2 Resumes............................................................................................................................. 3 ProjectTeam....................................................................................................................... 3 KeyPersonnel..................................................................................................................... 3 Anticipated Subconsultants................................................................................................. 4 OrganizationChart.............................................................................................................. 4 Understandingof Need... ................. --- ................ ........................ ............ ................... ......... 4 ProjectMethodology........................................................................................................... 4 ProjectApproach................................................................................................................ 5 Project Deliverables............................................................................................................ 5 ProjectChallenges.............................................................................................................. 5 Relevant Project Experience...................................................................................................... 6 References................................................................................................................................ 7 Section 2: Scope of Services and Schedule.......................................................................... 7 Scopeof Services.. .......................................... ................. ....... ............... ....................... 7 Task 1: Assessment of Existing Condition........................................................................... 7 Task 2: Inventory Existing Condition................................................................................... 8 Task 3: Cost and Analysis................................................................................................... 9 Task 4: Evaluation and Recommendations......................................................................... 9 WorkSchedule....... ................... ...... — ............ -- ....... ........................ ......... .................... 10 Section 3: Fee Proposal - Please see separate sealed envelope, as requested ................ 10 Section 4: Certifications - Please see Appendix B.............................................................. 10 APPENDIX A. Resumes APPENDIX B. Certifications WE No. 2020,1370 1 MARCH 11, 2020 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain SECTION 1; STATEMENT OF QUALIFICATIONS Cover Letter March 11, 2020 City of Santa Ana Attention: Mr. Kenny Nguyen Public Works Agency; M-36 20 Civic Center Plaza; Ross Annex Santa Ana, CA 92701 Proposal for Professional Services- Structural Analysis of Civic Center Plaza of the Flag/Fountain WJE No. 2020.1370 Dear Mr. Nguyen: Wiss, Janney, Elstner Associates, Inc. (WJE) is well -qualified to provide professional services for the structural assessment of the Civic Center Plaza of the Flag and Plaza of the Fountain to the City of Santa Ana. WJE has extensive experience evaluating and providing repair design for parking structures and plazas, having successfully completed this type of work for hundreds of similar structures worldwide. Unlike other engineering firms, we offer the City of Santa Ana (City) an interdisciplinary approach combined with in-house laboratory facilities and nondestructive evaluation professionals. WJE specializes in problem -solving for existing structures. WJE is a national corporation, with twenty-six offices nationwide; the WJE branch office submitting this proposal is located at 225 South Lake Avenue, Suite 500, Pasadena, California. I am a registered engineer and an Associate Principal with WJE in our Pasadena office. I will be the project manager and principal -in -charge, the City's day-to-day contact, attending meetings, visiting the site, managing the assessment team, reviewing field and lab test data, and developing the deliverables. I will be responsible for oversight of this project for its duration. My work at WJE for the last fifteen years has included significant experience with parking structure and plaza assessments and managing projects of this size. Wiss, Janney, Elstner Associates, Inc., is a global firm of engineers, architects, and materials scientists committed to helping solve, repair, and avoid problems in the built world. We wish to put our resources and special expertise to work for the City of Santa Ana. Respectfully Submitted, WISS, JANNEY, ELSTNER ASSOCIATES, INC. t LFIPOVV,111�2 Associate` Principal and Project ManagerPhone: 626.696.4650 Email: aharrer@wje.com WJE No. 2020.1370 I MARCH 11, 2020 Page 1 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain Contract Agreement Statement We have reviewed the provided sample Agreement and concur with the provisions it contains. Firm and Team Experience Firm Overview WJE is uniquely qualified to work with the City of Santa Ana to complete the structural analysis of the Civic Center Plaza parking structure and deck. WJE offers a broad spectrum of services to deliver better solutions to construction -related problems, centered on these core practice areas: Areas of Expertise Structural Evaluation Historic Preservation Facade Assessment Bridge Engineering' Roofing and Waterproofing Construction Materials Evaluation and Research Peer Review and Commissionina Structural Testina and Instrumentation Failure Investiaation and Disaster Resoonse Experience in structural behavior and performance of materials is supported by technical expertise in testing and instrumentation. The office and laboratory headquarters complex in Northbrook, Illinois, offers 70,000 square feet of state-of-the-art structural and materials test facilities and equipment for construction -related investigations, instrumentation, and research. WE also maintains two additional laboratories in Cleveland, Ohio, and Austin, Texas. WJE is the industry leader in concrete technology having completed numerous research and training projects on concrete deterioration and corrosion protection for the American Concrete Institute, Federal Highway Administration, National Highway Cooperative Research Project, Concrete Reinforcing Steel Institute and others. This work has positioned WJE at the forefront of concrete repair and rehabilitation. WJE has a long and proven track record of accomplishing projects on time, within stated budget limitations, and with effective cost control. Our record on previous assignments for Federal, State, and municipal agencies, as well as private industry has been and remains excellent. Parking Structure Experience WJE has successfully completed investigation, testing, and repair projects involving a wide range of parking structure systems including those fabricated from precast and cast -in -place concrete using conventional, prestressed or post -tensioned reinforcement. The challenge in designing durable repairs for parking structures lies in correctly identifying the underlying cause(s) of distress or deterioration. To meet this challenge, WJE has applied the lessons learned from thousands of previous failure investigations and in-depth research into the corrosion behavior of embedded reinforcement, sealers, cement chemistry, repair methods and materials, and petrography to provide the best possible solutions for every client's parking structure problems. Work has included investigation of corrosion of embedded reinforcement which produces such visible effects such as cracking, delamination and spalling. Through a better understanding of the causes of concrete deterioration, WJE has developed repair and rehabilitation solutions that range from sealers and surface treatments that inhibit the ingress of corrosion chemicals such as WJE No. 2020.1370 1 MARCH 11, 2020 Page 2 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain chlorides; partial and full depth patching using specialized mortars that maximize the effectiveness of these materials to improve long term durability of concrete repairs; passive and active cathodic protection to counter the effects of corrosion; corrosion protection coatings of embedded reinforcing to limit future interactions between the metal and a corrosive environment, and others. WJE offers a broad spectrum of services to deliver better solutions for parking structures including: Parking Structure Services and Expertise Condition assessments _ Seismic retrofit and design Structural analysis and load rating _ Nondestructive testing Service life studies /:Life cycle cost analysis High-performance materials specifications Construction troubleshooting Petrographic studies Failure investigations Gesi n and inspection manuals Repair/rehabilitation design Fatigue and fracture studies IInstrumentation and load testing Historic preservation Resumes Please see detailed project team resumes located in Appendix A. Project Team WE has assembled a project team that is capable of meeting the challenges of the project. Brief summaries of each team member's qualifications are provided below. The team members will be supported by the collective resources of WJE. Key Personnel Ann Harrer, PE, Associate Principal, Project Manager. Ann Harrer has investigated concrete - related problems on a variety of buildings and structures. Investigations have involved assessment of distress and deterioration in materials including concrete, masonry, steel, and wood. The majority of her experience includes investigative work and design of repairs for structures: from parking garages and similar prestressed/post-tensioned concrete structures, to modern, iconic, and historic concrete structures. Ann Harrer is fully authorized to negotiate and sign the contract with the City. Conrad Paulson, PE, Associate Principal and Project Advisor. Conrad Paulson joined WJE in 1982 and has conducted a wide variety of engineering projects. These projects include structural failure investigation, post -earthquake reconnaissance, seismic structural evaluation, investigation and repair of distressed structures, facade investigations, field load testing of structures, and structural laboratory testing. Mr. Paulson is nationally recognized in the field of historical structural metals and steel bar reinforcement. Michelle Sandoval, LEED AP, Senior Associate, Project Architect. Michelle Sandoval is experienced with design and preparation of documents and specifications for building envelope components, including cladding, roofing, waterproofing, and window systems, for both new construction and repair of existing structures. She performs field testing for air and water penetration resistance, both in the context of new construction and in a forensic capacity. She will support the project team on the plaza, planter, and fountain waterproofing assessment. Lindsay Hofgartner, PE, Associate III, Assistant Project Manager and Project Engineer. Lindsay Hofgartner is experienced with the assessment, evaluation, and repair of existing WJE No. 2020.1370 1 MARCH 11, 2020 Page 3 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain structures. She has worked on a variety of projects, including facade investigations, structural evaluation and design of steel, concrete, unreinforced masonry and timber structures, historic preservation, and nondestructive testing. Heather Todak, PE, Associate III, Project Engineer and Non -Destructive Evaluation Technician. Since joining WJE in 2016, Heather Todak has worked on numerous projects involving concrete assessment and repair, structural evaluation, water intrusion investigations, historic concrete inspections, and nondestructive testing. Her work has involved both existing structures and preconstruction services. Anticipated 5ubconsultants WJE will self -perform the visual assessment at the parking garage and plazas including the non- destructive evaluation. WJE will retain the services of a qualified, local contractor for exploratory openings and sample removal to support our assessment as necessary. Organization Chart 4"MpfBdpMPQ1.99 000"gKmamha tUM 3lt a, OPgo 4xron; 7Nrmplpypz PmPre Aa9sxe d#049MI"t4[ndlojgd Yu4 Px?ad np2f5se 1A€rnp(syset R�SBf M1!S pf hgf (�@ @6a4e, bYYV+i'tiiY, (t i1Xt }p+f+{•r•}pl W+yY r�tII.{pq,dkY. d:r^+K.E4b`LEffifY3L1' Understanding of Need We understand that the City of Santa Ana is seeking a structural assessment of the Civic Center Plaza of the Flag and Plaza of the Fountain to determine the existing condition and serviceability of the structure, provide recommendations for its repair based on the observed conditions, and provide a cost estimate for the recommended repairs. We understand that this work is motivated by observed concrete damage and deficiencies as well as water infiltration into the garages. Project Methodology WJE's extensive experience in parking structure and plaza assessments will be leveraged in achieving the objectives of this project. We have developed a project approach that will yield cost- effective and prioritized repair and maintenance solutions founded on sound engineering judgment and a quantitative evaluation of the existing structures. WJE No. 2020.1370 1 MARCH 11, 2020 Page 4 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain Project Approach Based on the information provided, WJE has developed the outline of our anticipated project approach. A detailed project approach and scope is in Section 2: Scope of Services and Schedule. 1. Review pertinent documents. 2. Field Investigation: a. Visually assess structural and non-structural components. b. Identify structural or safety matters that require immediate attention. c. Perform nondestructive evaluation of elements to determine non -visible distress such as delaminations and to determine typical as -built condition of reinforcement. d. Create exploratory openings to confirm results of visual observations and nondestructive evaluation. e. Remove samples for laboratory testing as required to determine material composition and condition. 3. Repair Approach: a. Develop prioritized repair options, including one option for minimal repair and one option for full repair. b. Develop cost estimates for repair options. Project Deliverables Deliverables, to be provided at the completion of each task milestone, include the following: 1. Preliminary report summarizing existing conditions and characteristics of the parking garage structural components as well as plaza elements; 2. Memorandum summarizing observed deficiencies based on field assessment, including photos of deficiencies and a graphic mapping deficiency locations; 3. Memorandum summarizing recommended repair options and cost estimates for repairs; and 4. Formal report detailing all observations, findings, recommendations, repair options, and repair cost estimates. Project Challenges WJE has identified a few challenges associated with this project. To be able to provide the City witr sound and complete information regarding the condition of the garage and plazas and provide repair options, a multi -disciplinary approach to assess the garage and fountains is necessary. Fortunately, WJE is able to provide a multi -disciplinary team to support the City with assessment of structural components in the garage as well as planter, plaza, and fountain waterproofing and drainage evaluation. The proposed WJE project team includes not only structural engineers with experience at garages and plazas, but architects as well. In addition, WJE's in-house capability to perform non-destructive evaluation (NDE) as well as laboratory studies will streamline scheduling and coordination. The results of the NDE and laboratory studies will confirm as -built conditions and provide needed information to inform and guide the development of repair options to facilitate the continued service life of the garage and plazas. We assume that the garages are to remain open during the assessment. Therefore, coordination with the City for access to the garages and the plazas will need to be communicated effectively and scheduled efficiently to limit the potential down -time of any area. WJE will work outside normal business hours as necessary to reduce overall impact on use of the garage. WJE will utilize high - visibility vests and cones to delineate personnel and work areas during the assessment. WJE No. 2020.1370 1 MARCH 11, 2020 Page 5 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain Communication with representatives of the City with respect to previously completed work and the project overall will be key in ensuring that information is presented completely and efficiently. WJE's project manager will be the key contact for the City to ensure efficient communication. Relevant Project Experience Project Description and Client Contact Santa Ana Federal Building Concrete Facade Repair; Santa Ana, CA Mr. Brian Stilley, Deputy Director, U.S. General Services Administration (GSA), (213) 894-0313 The nine -story building with a precast concrete facade was built in 1975, GSA had identified notable conditions including isolated concrete distress. Ann Harrer was the Project Manager. WJE's services included: field investigation and facade survey to identify concrete distress and deterioration of panels; concrete sampling, petrographic examination and chemical analysis of cores; development of repair options with various repair approaches; and construction period services to review mock-ups and submittals, and to verify the quality of the repairs. Completed in 2019. Ritz -Carlton, Laguna Niguel PT Concrete Repairs; Dana Point, CA l Mr. Mike Williams, Director of Engineering, (949) 240-2000 A stand-alone, three -level parking structure constructed in 1983 of post - tensioned (PT) slabs and beams supported by concrete cast -in -place columns was exhibiting localized spalling concrete, requiring closures. Ann Harrer led the project. WJE's services included: field investigation to diagnose surface and underlying issues and mechanisms of deterioration; a visual condition assessment; concrete sampling, petrographic examination, and chemical analysis of cores; construction documents to repair the post - tensioning tendons, concrete, cracks, waterproofing systems, and the expansion joint. Construction was coordinated with an occupied hotel and operational parking garage. A repair and priority schedule was provided to accommodate tenant activities. Completed in 2018. Crowne Plaza Redondo Beach Parking Structure Evaluation; Redondo Beach, CA Mr. Gabriel Toro, Project Manager, (770) 604-2123 This four-story beachfront parking structure was built in 1986, with one below -grade and three above -grade levels; it is post -tensioned concrete slab construction, with cast -in -place reinforced concrete columns and structural walls. A portion of the roof includes a swimming pool and spa vaults, tennis courts, and patio space. Water leaks, cracking, and spelling of the structural concrete elements were of concern. WJE's services included: visual observations, nondestructive testing, exploratory openings, and laboratory studies to determine as -built construction and the condition of the structural and waterproofing systems; concrete sampling, petrographic examination, and chemical analysis of cores; development of remediation program with comprehensive waterproofing and structural concrete repairs. Completed in 2020. WJE No. 2020.1370 1 MARCH 11, 2020 Page 6 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain References Santa Ana Federal Building Mr. Brian Stilley Ann Harrer U.S. General Services Deputy Director Administration U.S. General Services Santa Ana, California Administration (GSA) Exterior concrete restoration brian.stilley@gsa.gov 213.894.0313 Sixth Street Viaduct Ms. Karen Cormier, P.E. Ann Harrer City of Los Angeles Resident Engineer for City of Los Las Angeles, California Angeles Concrete assessment T.Y. Lin International karen.cormier@tylin.com 415.613.0860 City Hall Steel Columns Mr. Joe Susca Ann Harrer City of Culver City Public Works Department Culver City, California City of Culver City Steel column distress assessment joe.susca@culvercity.org 310.253.5636 SECTION 2: SCOPE OF SERVICES AND SCHEDULE Scope of Services Task 1: Assessment of Existing Condition Review existing as-builts and compare with current - WJE will review available documents related to the garages and plazas provided by the City, including original construction drawings, any repair drawings and specifications, maintenance logs or reports, inspection or testing reports, hazardous material reports, and any other pertinent information provided by the City. Conduct field inspection of the structures including, but not limited to: • Parking garages • Structure deck slab layers, beams, joists, drainage, rebars, cracks, etc. • Drainage • Pedestrian bridge • Water fountains and planters • Miscellaneous features on the plaza decks WJE will conduct a visual survey of all exposed elements, both structural and nonstructural, of the parking garages and plazas. Elements that will be inspected include but are not limited to: structure deck slab layers, beams, joists, drainage, rebar, cracks, pedestrian bridge, water fountains, planters, and miscellaneous features on the plaza decks. The location, extent, and nature of observable deterioration will be noted on field sheets developed using drawings provided by the City. Existing conditions will also be documented photographically. ■ Provide evaluation of potential project constraints and solutions - Based on an initial walkthrough of the structure with representatives from the City, WJE will provide an overview of existing conditions that may be potential project constraints and may require additional access and/or coordination for completion of our visual survey. WJE will coordinate with the City to resolve any constraints for successful completion of the visual survey. WJE No. 2020.1370 1 MARCH 11, 2020 Page 7 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain ■ Provide a preliminary repot, including a field site reconnaissance memo which verifies the existing structure conditions and inventory of structure characteristics - WJE will provide a preliminary memorandum after conducting our visual survey that will include a general overview of the existing conditions and characteristics of the structure. Task 2: Inventory Existing Condition ■ Identify on a map locations of the deficiencies - WJE will provide a graphic mapping the locations and type of deficiencies noted during our visual survey. We anticipate that this will be an annotated drawing or site plan with keyed information and descriptions of deficiencies observed. ■ Document all deficiencies with photographs - WJE will document existing conditions and all deficiencies noted during our visual survey with photographs. The locations of deficiencies will be noted on an annotated drawing as noted above. ■ Identify the types of deficiency in a summary report - WJE will present our findings in a summary report that will detail the types of deficiencies noted during our visual survey, including their locations and photographs of each. ■ Perform a visual test of the structural slab, including but not limited to x-ray, to identify potential problem areas - WJE will supplement our visual surveys with nondestructive evaluation techniques. These nondestructive evaluation techniques will include chain dragging and other accepted sounding methods to identify delaminations. Sounding at the underside of the concrete slabs will be limited to those areas where cracking, mineral staining, patching, or other evidence is present to indicate possible deterioration and/or delamination of the concrete surface. In addition, based on our visual assessment, selected additional techniques will be deployed and are anticipated to include ground penetrating radar (GPR), to better characterize the levels of delaminated concrete and non -visible distress. GPR will also be utilized to determine the as -built concrete reinforcement at localized areas. Specifically, GPR will be used to located embedded reinforcement steel and determine bar spacing and depth of cover. Delamination findings will be recorded on drawings provided by the City for later analysis and determination of repair quantities. The nondestructive evaluation will be conducted at localized areas throughout the garages; however, will be sufficient to provide information regarding the entire structure. ■ WJE will propose locations to make exploratory openings that will provide confirmation for the results of our visual survey and nondestructive evaluation. Exploratory openings will be performed by a qualified contractor. Samples will also be removed for limited laboratory studies to confirm characteristics of the concrete materials and to provide information to facilitate the development of repair options. Samples will be located by WJE and removed by a qualified contractor. Laboratory studies will be completed at up to 4 samples removed from the parking garage at locations identified by WJE and confirmed by the City. Samples will be sent to WJE's in-house, independent testing laboratory located in Northbrook, Illinois for petrographic and related laboratory testing. The following tests are anticipated to be completed. • Chloride Ion Testing. WJE proposes to develop chloride ion profiles through the concrete depth to ascertain the rate of chloride diffusion and hence the remaining time to corrosion initiation. (ASTM C1152) • Petrographic Examination and Testing. Petrography can include optical, infrared, and electron microscopy; and X-ray diffractometry and emission spectroscopy as required to fully WJE No. 2020,1370 1 MARCH 11, 2020 Page 8 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain characterize the chemistry and integrity of the sample, as well as any deterioration mechanisms that might be present. (ASTM C856) • Carbonation Testing. WE proposes to determine the depth of carbonation through the concrete depth; this test will be completed as part of the petrographic examination. ■ Deliverables shall include a summary of findings from the inventory existing condition - WJE will summarize our findings from the tasks above in a memorandum that will detail existing conditions and deficiencies noted during our visual survey, nondestructive evaluation, and laboratory studies. Task 3: Cost and Analysis ■ Analyze the cause of the deficiencies - WE will review information obtained in Tasks 1 and 2 and synthesize all the data to provide an opinion on the probable cause of each noted deficiency, based on our understanding of the structure and our visual observations. ■ Analyze options for repair • Option 1: Minimal repair of the deficiencies with minimal aesthetic finish • Option 2: Fully repair/reconstruction to eliminate all deficiencies with new deck finish WJE will develop options for repair, focusing on two different repair approaches. The first will be a minimal repair of the deficiencies with minimal aesthetic finish and the second will be to fully repair/reconstruction to eliminate all deficiencies with new deck finish. ■ Prepare detailed cost estimate for each option of repair for future construction budgeting purposes. Cost estimates shall include line item description, quantity, unit, and unit cost to arrive at a total cost - WJE will provide a detailed cost estimate for each repair option, including a description of the repair, estimated quantity based on our visual survey, unit cost for each repair, and total cost. WJE's cost estimate will be developed for general planning and budgetary purposes. ■ Highlight a brief description/analysis for each type of repair- WE will provide a description and analysis for each type of repair proposed. ■ Deliverables shall include a summary of the analysis and cost estimates - WJE will provide a summary of repair options and cost estimates. The various options for repair and maintenance will be summarized for short, mid-, and long-term strategies. The costs including initial and long- term maintenance expenditures, relative life span, and effectiveness for each option will be presented and contrasted. Task 4: Evaluation and Recommendations ■ Based on accumulated research and field review, conduct and prepare written evaluation of both Plaza of the Flag and Plaza of the Fountain, which identifies and analyzes problems and deficiencies related to the overall parking structure and safety. WJE will compile all information obtained in Tasks 1-3 for the purposes of developing a report for the City. This report will include photographs and annotated drawings identifying observed deficiencies and their locations, synthesis of visual, NDE, and laboratory study findings, opinions on causes of distress and deficiencies observed, as well as recommendations for repair to continue the service life of the garage within two general repair options as described above. Report shall include recommendations for repair that include: • Exhibit for each option of repair WJE No. 2020.1370 1 MARCH 11, 2020 Page 9 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain IN Back up with structural calculations Within WJE's report, appendices will be included that provide the results of findings to support recommendations included in the report. ® Deliverables shall include a technical report which summarizes and documents findings including all documents from tasks 1, 2, and 3. WJE will synthesize all observations, findings, recommendations, and cost estimates from Tasks 1 through 3 in a formal technical report. This report will identify and analyze deficiencies noted at both the Plaza of the Flag and the Plaza of the Fountain, focusing on the overall parking structure condition and safety. The report will detail recommendations for repair, including a description and analysis of each repair option and structural calculations to support each recommended repair. Work Schedule WJE has developed the following project work schedule to complete the within approximately ninety days from receipt of the notice to proceed. Week 1 3.,,%�.t '3 .. 8. ,1e ] n:,t.,d g :p}.�;ij0y t Uoord na0on _ Coealnak with Clykr access and planning. pal E u; n g _ _ Meal with Cllpto discuss Initial f,dinge e g'np Oelieable includes lmanlory of conditions Nontlea6uareurpl. one i 1 Sample-- �Remonl h Lab Testing j 1 [ TDefellopineentor,ofPonalitionsal� — _L Rep d a-- MeelwitM1 Cityball sass findings _ 4 _ aq 1 ,.t i MeelwM CityA,disass repalroptions and and Iwatial _ cost esllmate OeeelopJ`nlTeehnual Repod, Meet wig, Cityto discuss final nepoM1 SECTION 3: FEE PROPOSAL - Please see separate sealed envelope, as requested SECTION 4: CERTIFICATIONS - Please see Appendix B WJE No. 2020.1370 1 MARCH 11, 2020 Page 10 WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain APPENDIX A. RESUMES WJE No. 2020,1370 1 MARCH 11, 2020 WJE EDUCATION w University of Illinois at Urbana - Champaign a Bachelor of Science, Civil Engineering, 2003 . Master of Science, Civil Engineering, 2005 PRACTICE AREAS ® Condition Assessment ® Repair and Rehabilitation Design • Historic Preservation • Failure Investigation ® Materials Evaluation ® Concrete Deterioration REGISTRATIONS ■ Civil Engineer in CA ® Professional Engineer in MA PROFESSIONAL AFFILIATIONS o American Concrete Institute, Southern California Chapter s Association for Preservation TechnologyInternational- Western Chapter ® International Concrete Repair Institute TECHNICAL COMMITTEES • ACI 364- Rehabilitation r ACI 515 - Protection Systems, chair n ACI 546 -Repair of Concrete CONTACT aharrer@wje.com 626.696.4650 www,wje.com PERSONNEL QUALIFICATIONS Ann Harrer I Associate Principal EXPERIENCE Ann Harrer has broad experience with the assessment of existing building facades and structural systems, historic preservation, materials testing, and field inspections. She has Investigated and participated in the restoration of historic and architecturally significant structures. Ms. Harrer has experience with different building materials including brick, terra Gotta, marble, limestone, cast stone, as well as concrete building facade and structural elements. In addition to performing construction observations, she has performed investigations, analyses, and development of repair designs for both structural and nonstructural elements in the built environment. Ms. Harrer is the author of multiple papers and articles, and has presented on topics related to the assessment, conservation, and repair of concrete structures and other building materials. Ms. Harrer is the 2019 president of the American Concrete Institute, Southern California Chapter. She is also the 2019 recipient of the American Concrete Institute Young Member Award for Professional Achievement. REPRESENTATIVE PROJECTS Condition Assessment ® Central Artery/Tunnel Project (The Big Dig) Boston, MA: Inspection of various elements of the Central Artery/Tunnel Project and Sumner and Callahan tunnels, and assistance in the writing and development of the eleven -volume final report ® Ritz Carlton, Laguna Niguel - Laguna Niguel, CA: Investigation of deterioration at the post -tensioned concrete parking garage. Development of repairs to concrete and post -tensioning ® Boston Housing Authority - MA: Inspection of various properties for building envelope deterioration and sources of water infiltration ® Multi -Unit Residential throughout Southern California: Condition assessment of building enclosure and development of recommendations for a prioritized and phased repair approach to address ongoing issues and concerns Repair and Rehabilitation Design o Loews Santa Monica - Santa Monica, CA: Investigation, repair design, and construction administration for post - tensioned concrete parking garage m Santa Ana Federal Building - Santa Ana, CA: Assessment, repair design, and construction administration for architectural precast concrete structure ■ Pacific Asia Museum - Pasadena, CA: Investigation of moisture intrusion through below -grade concrete walls; development of repairs and water management for storage areas at the historic building • The Knolls and Westlake Canyon - Thousand Oaks, CA: Assessment of and development of repair for exposed wood landings, balconies, and guardrails ■ Beverly Wilshire Hotel, Beverly Wing - Beverly Hills, CA: Inspection, repair design, and construction observation for concrete balcony repairs ® Fenway Park - Boston, MA: Inspection and construction observation during concrete seating bowl repairs and work in sections of the park constructed in 1912 and 1934 m Harbor Towers - Boston, MA: Inspection of existing conditions, development of repairs, and testing of water-resistant coating of concrete facade Historic Preservation a Salk Institute for Biological Studies - La Jolla, CA: Investigation, repair design, and construction observation for teak wood window conservation project; investigation and development of architectural concrete repair protocol ® Ford Theatres - Los Angeles, CA: Repair documents for concrete restoration of the amphitheater interior ® The Bollman House - Los Angeles, CA: Historic Structures Report preparation and Mills Act program assistance a Fairmont Copley Hotel - Boston, MA: Preparation of construction documents and construction phase services for terra Gotta facade element repairs a Fenway Park - Boston, MA: Development of concrete repair procedures to match historic architectural seating bowl concrete originally constructed in 1912 and 1934 ENGINPULS ARCM acTs MATEMAB SC:I I.N ❑SFS WJE EDUCATION a Illinois Institute of Technology . Bachelor of Science, Civil Engineering, 1979 III University of Texas at Austin . Master of Science, Engineering, 1982 PRACTICE AREAS In Structural Investigation a Collapse Investigation III Seismic Evaluation I® Research and Testing III Historic Preservation Is Fire Damage Assessment n Structural Analysis/ Computer Modeling REGISTRATIONS III Civil Engineer in CA a Professional Engineer in IA, IL, KS, and VA a Structural Engineer in IL AWARDS AND HONORS ■ The Association for Preservation Technology International, Anna de Fort-Menares Award, 2014 In The Association for Preservation Technology International, Martin E. Weaver Award, 2014 CONTACT cpaulson@wje.com 626.696.4650 www.wje.com PERSONNEL QUALIFICATIONS Conrad Paulson I Principal EXPERIENCE Conrad Paulson joined WJE in 1982 and has conducted a wide variety of engineering projects. These projects Include structural failure investigation, post -earthquake reconnaissance, seismic structural evaluation, Investigation and repair of distressed structures, facade investigations, field load testing of structures, and structural laboratory testing. Mr. Paulson is nationally recognized in the field of historical structural metals and steel bar reinforcement. Mr. Paulson is a voting member of American Concrete Institute Committee 318B, Structural Concrete Building Code —Reinforcement and Development, and is a Voting Member of American Institute of Steel Construction Specification Task Committee TC 7, Evaluation and Repair. He has published articles and given lectures in the areas of earthquake engineering, structural engineering for historical structural systems, and testing and use of mechanical reinforcing bar splices. REPRESENTATIVE PROJECTS Structural Investigation III Aloha Stadium - Honolulu, HI: Seismic and wind structural safety review of existing stadium and design of structural upgrades III The Marquette Building - Chicago, IL: Structural investigation and design for vertical expansion Collapse Investigation a Los Angeles County Metropolitan Transportation Authority (Metro) - Los Angeles, CA: Construction collapse investigation III National Institute of Standards and Technology - Gaithersburg, MD: Visual observations of the steel recovered from the World Trade Center disaster site Seismic Evaluation a Hesketh-Henry - Auckland, New Zealand: Litigation support for collapse of the Canterbury Television Building during the 2011 Christchurch earthquake III U.S. Department of State -San Salvador, I Salvador: Post -earthquake assessments following January 2001 earthquake Research and Testing a Charles Pankow Foundation: Study of yield determination methods and development of new specification for ductile high - strength reinforcing bars a Various Manufacturers: Acceptance testing of reinforcing bar mechanical splices according to various criteria Historic Preservation ■ Pilgrim Baptist Church - Chicago, IL: Post -fire facade retention system for masonry walls a The Marquette Building - Chicago, It: Comprehensive restoration of masonry facade and wood windows Fire Damage Assessment a Canadian Natural Resources, Ltd. - Fort McKay, Alberta: Structural inspection of CNRL Horizons fire -damaged industrial plant a E.R. Rubin - Philadelphia, PA: Structural investigation of fire damage to thirty -eight - story steel -framed high-rise PROFESSIONAL AFFILIATIONS a American Concrete Institute, Fellow ■ American Institute of Steel Construction a American Society of Civil Engineers Iv Concrete Reinforcing Steel Institute a Earthquake Engineering Research Institute a Structural Engineers Association of California a Structural Engineers Association of Southern California TECHNICAL COMMITTEES a ACI318-B - Structural Concrete Building Code: Subcommittee on Reinforcement and Development a ACI318-R-Structural Concrete Building Code: Subcommittee on High Strength Reinforcement a AISC TC7 - Structural Steel Specifications Committee -Task Committee on Evaluation and Repair Is AISC TC9 SC8 - Task Committee on Seismic Design, Subcommittee on Evaluation and Retrofit WJEWCIN[ERS ARGHE'MS MATERIALS SCIENTISTS WJE EDUCATION m University of California, Berkeley Bachelor of Arts, Architecture, 2008 PRACTICE AREAS m EIFS, Stucco, Plaster m Historic Preservation a Building Enclosure Commissioning m Stone Cladding and Paving a Roofing and Waterproofing a Architectural Testing e Construction Observation Services m Repair and Rehabilitation Design REGISTRATIONS m LEED Accredited Professional PROFESSIONAL AFFILIATIONS a American Institute of Architects a Association for Preservation Technology - Western Chapter m U.S. Green Building Council CONTACT msandoval@wje.com 626.696.4650 www.wje.com PERSONNEL QUALIFICATIONS Michelle Sandoval I Senior Associate EXPERIENCE Michelle Sandoval is involved with design and preparation of documents and specifications for numerous building components, including exterior envelope, roofing, waterproofing, and window systems, for both new construction and repair of existing buildings. She performs field testing for air and water penetration resistance, both in the context of new construction and in a forensic capacity, using ASTM test standards and AAMA voluntary guide specifications. Ms. Sandoval frequently acts as a consultant to architects, contractors, and owners in peer reviews of new roofing and waterproofing systems. Ms. Sandoval has experience with various building types, including medical centers, university facilities, high-rise hotels and residential towers, low-rise multi -unit residential complexes, and historic buildings. REPRESENTATIVE PROJECTS EIFS, Stucco, Plaster m Granite Park Place - Pasadena, CA: Stucco recladding design consultation a Chapala One - Santa Barbara, CA: Stucco recladding and deck waterproofing consultation a Entrada Hotel - Santa Barbara, CA: Stucco cladding peer review and construction observation services Historic Preservation m Salk Institute for Biological Studies - La Jolla CA: Teak wood window conservation program, design through construction a Los Angeles County Hall of Justice - Los Angeles, CA: Investigation and repair of historic terra cotta, granite, and brick masonry facades in Beverly Wilshire Hotel - Los Angeles, CA: Investigation and repair of historic concrete and masonry facades m Los Angeles Harbor Lighthouse - San Pedro, CA: Condition evaluation and design repairs to address exterior deterioration m Joint Base Pearl Harbor Hickam - Honolulu, HI: Development of Integrated Cultural Resource Management Plan (ICRMP) Building Enclosure Commissioning m Providence Tarzana Medical Center - Tarzana, CA: Below -grade waterproofing, curtain walls, storefront, ribbon windows, ACM panels, fluid -applied air barrier, single -ply membrane roofing; design review (currently in construction) ■ Harbor UCLA Medical Center - Torrance, CA: Building enclosure commissioning agent for the owner a Ventura County Medical Center - Ventura, CA: Building enclosure commissioning agent for the owner Stone Cladding and Paving m LosAngefes Times Building - Los Angeles, CA: Visual and up -close assessment of three limestone -clad buildings. a Federal Reserve Bank of San Francisco, Los Angeles Branch - CA: Condition assessment and construction documents for exterior granite and stucco cladding Roofing and Waterproofing a Eames House - Pacific Palisades, CA: Assessment, recommendations, and repair design for historic structure m Federal Reserve Bank of San Francisco, Los Angeles Branch - CA: Construction documents and construction phase services for45,000-square-foot roofing installation m Soka University of America - Aliso Viejo, CA: Waterproofing consulting and observation of water testing during construction ■ UCLA Luskin Conference Center - Los Angeles, CA: New construction building enclosure consulting, water testing observation Architectural Testing a University of California, Environmental Health and Safety Service Building - Irvine: Window leakage investigation, repair, and water testing observation WJEENGINEERS A0.CHpliC91 MATr.RIALS SCIIIN"rISrS WJE EDUCATION a University of Waterloo . Bachelor of Applied Science, Honours Civil Engineering - Co-operative Program, 2011 is Czech Technical University in Prague, and University of Padova Advanced Masters in Structural Analysis of Monuments and Historical Constructions, 2012 PRACTICE AREAS ® Failure/Damage Investigations ® Historic Preservation ® Condition Assessment o Repair and Rehabilitation ® Structural Analysis and Design ■ Nondestructive Evaluation ® Masonry ® Wood Structures REGISTRATIONS r Civil Engineer in California PROFESSIONAL AFFILIATIONS ® Association for Preservation TechnologyInternational- Western Chapter m Structural Engineers Association of Southern California CONTACT Iofgartner@wje.com 626.696.4650 www.wje.com PERSONNEL QUALIFICATIONS Lindsay M. Hofgartner I Associate III EXPERIENCE Lindsay Hofgartner has a wide range of experience with the assessment, evaluation, and repair of existing and historic structures. Her work has focused on condition assessments, facade Investigations, historic preservation, failure investigations, and structural evaluation and design of timber, steel, concrete, and masonry structures. Prior to joining WJE, Ms. Hofgartner was a design engineer at Ryan Biggs Clark Davis Engineering and Surveying in upstate New York, where she worked on numerous historic preservation and masonry restoration projects, as well as provided structural design for new buildings. REPRESENTATIVE PROJECTS Failure/Damage Investigations is Post -Natural Disaster Single Family Residences - Southern California: Assessment of damage from Montecito Debris Flow, Woolsey Fire, and Thomas Fire ® 442 W. Ocean Boulevard - Long Beach, CA: Investigation of damage to structural and waterproofing systems from flooding during construction Historic Preservation ® Castle Green - Pasadena, CA: Investigation and repair design of balconies at historic property n Eastern Columbia Lofts - Los Angeles, CA: Investigation and relative humidity monitoring of terra cotta facade x Hollyhock House - Los Angeles, CA: lay light investigation and condition assessment Condition Assessment ■ Multi -Unit Residential throughout Southern California: Condition assessment of building enclosure and repair recommendations ■ John Burroughs Middle School - Los Angeles, CA: Investigation and condition assessment of masonry and cast stone a First Church of Christ, Scientist - Santa Barbara, CA: Condition assessment of historic concrete framed building Repair and Rehabilitation e Santa Ana Federal Building, Santa Ana, CA: Assessment, repair design, and construction administration for architectural pre -cast concrete structure ® Harbor Pointe Apartments - Dana Point, CA: Assessment and development of repairs for wood -framed balconies and guardrails o Courtyard Marriott- Mission Valley, CA: Repair design and construction administration for concrete structure Structural Analysis and Design ® 4401 Wilshire Boulevard - Los Angeles, CA: Investigation and seismic analysis of non - ductile concrete building e Jack Nicklaus Course Maintenance Building - La Quinta, CA: Investigation, analysis and repair design of metal plate connected wood trusses ® Major Retail Chain - Nationwide: Field Inspection and analysis of roof structural system for construction defects Nondestructive Evaluation a Office Tower Signage - Los Angeles, CA: Static load testing and vibration monitoring of signage structure to determine structural response w Various Projects -California and New York State: Ground penetrating radar, altimeter survey, impact echo, and anchor pull testing PUBLICATIONS ® "Seismic Vulnerability Analysis of a Complex Building Aggregate in Villa Santa Lucia degli Abruzzi, Italy," Proceedings of the 9th International Masonry Conference, Guimaraes, Portugal, July 2014 m "Masonry Preservation Education: A Look Inside the Advanced Masters in Structural Analysis of Monuments and Historical Constructions," STRUCTURE Magazine, May 2015 «]]1i� ANGINENGINA ERS CI Wr hiATI IALS SCIENTISTS WJE EDUCATION a Virginia Polytechnic Institute and State University . Bachelor of Science, Civil Engineering, 2014 a Purdue University . Master of Science, Civil Engineering Materials and Structures, 2015 PRACTICE AREAS a Nondestructive Evaluation a Concrete Structures a Testing and Instrumentation a Historic Preservation a Structural Evaluation ■ Repairand Rehabilitation Design REGISTRATIONS a Professional (Civil) Engineer in CA PROFESSIONAL AFFILIATIONS a American Concrete Institute a Structural Engineers Association of Southern California a California Preservation Foundation CONTACT htodak@wje.com 626,696,4650 www.wje.com PERSONNEL QUALIFICATIONS Heather N. Todak I Associate III EXPERIENCE Sincejoining WJE in 2016, Heather Todak has worked on numerous projects involving concrete assessment and repair, structural evaluation, historic concrete inspections, and nondestructive testing. Her work has involved both existing structures and construction - period services. Ms. Todak specializes in the application of nondestructive evaluation techniques for the assessment of concrete and masonry structural elements. She is an experienced practitioner in the fields of ground - penetrating radar (CPR), impact echo, ultrasonic shear wave tomography, and ultrasonic pulse velocity. She has Investigated, tested, and provided repair recommendations for a wide variety of structures including bridges, high-rise concrete structures, parking structures, post -tensioned concrete structures, water treatment infrastructure, and historic buildings. She is affiliated with several nondestructive testing related committees and subcommittees with the ACI, including technical committees 228 and associated subcommittees through which she has assisted in the development of several ACI documents and certification programs. REPRESENTATIVE PROJECTS Nondestructive Evaluation a Rinconada Water Treatment Plant- Los Gatos, CA: Reinforcement cover assessment and repair design a Electrical Power Research Institute (EPRI)- Charlotte, NC: Nondestructive evaluation capabilities research study for reinforced concrete elements and grouted post - tensioning ducts a Trimont Condominiums: Pittsburgh, PA: Concrete facade evaluation with electromagnetic scanning methods Berkshire Dilworth Apartments: Charlotte, NC: Detection of PVC plumbing lines in interior wall systems a Lone Star Legal Aid Building- Houston, TX: Fire damage -related assessment of concrete framing Concrete Structures ■ USC Pacific Asia Museum - Pasadena, CA: Basement moisture investigation a Leo Baeck Temple - Los Angeles, CA: Concrete retaining wall investigation a 901 East 3rd Street- Los Angeles, CA: Non - ductile concrete building assessment a King Edward Apartment Building - Pittsburgh, PA: Structural evaluation of concrete columns ■ The Ritz -Carlton Hotel- Laguna Niguel, CA: Parking structure evaluation and repair of post -tensioning components a Susquehanna Nuclear Power Plant - Susquehanna, PA: As -built survey of reinforcement and embedments for structural modifications Testing and Instrumentation a United States Coast Guard- Sector San Juan, Puerto Rico: FRC pier investigation, including structural assessment, service life modeling, instrumentation, and load testing a Puente Hills Recycling Facility- Whittier, CA: Reinforced concrete placement and finishing evaluation Historic Preservation a John Anson Ford Amphitheatre - Los Angeles, CA: Historic concrete evaluation and repair documents a Church of Christ Scientist- Santa Barbara, CA: Structural evaluation and damage assessment a Washington National Cathedral - Washington, D.C.: Ceiling crack mapping after 2011 Virginia earthquake WJEENGINEERS ENGINEERS MATERIALS SCIENnSrS EDUCATION n University of California, San Diego . Bachelor of Science, Structural Engineering, 2014 a Master of Science, Structural Engineering, 2016 PRACTICE AREAS a Structural Analysis/Computer Applications a Concrete Structures ■ Wood Structures a Structural Metals a Historic Preservation a Roofing and Waterproofing PROFESSIONAL AFFILIATIONS a American Society of Civil Engineers CONTACT kyin@wje.com 626.696.4650 www.wje.com PERSONNEL QUALIFICATIONS Keri L. Yin I Associate II EXPERIENCE Karl Yin is experienced in the investigation, evaluation, and repair of new and existing structures. Since joining WJE in 2017, Ms. Yin has performed investigations and analysis on steel, concrete, and wood structures. To aid in understanding the behavior of complex structures, she has utilized computer analysis software on projects. In hertime with WJE, Ms. Yin has also gained experience in assessment of building envelopes for historic buildings and new construction, and has participated in the investigation of waterproofing systems. Prior to joining WJE, Ms. Yin obtained her bachelor's and master's degrees in structural engineering from the University of California, San Diego (UCSD). During her time at UCSD, she focused on structural analysis and design of steel and concrete civil structures subjected to seismic activity. Ms. Yin developed and tested a microconcrete mix to be used to create small scale models for testing. She utilizes these experiences for projects at WJE to assess the capacity of existing structures and to confirm the validity of repair designs. REPRESENTATIVE PROJECTS Structural Analysis/Computer Applications a Aloha Stadium - Honolulu, HI: Seismic structural safety review of existing stadium; design and computer modeling of structural upgrades a Rialto Unified School District - Rialto, CA: Seismic and wind structural peer review of steel solar array canopy a Post -Explosion Assessment - Los Angeles, CA: Assessment of structural members for explosion -related damage a California State University, Long Beach Psychology Building: Computer modeling and analysis of curtainwall window system Aransas County Airport - Fulton, TX: Repair and replacement of hangar structures and foundations due to hurricane -related damage Concrete Structures a Santa Ana Federal Building - Santa Ana, CA: Construction observation of repair of deteriorated precast architectural concrete panels a The Promenade at Rio Vista Apartments - San Diego, CA: Construction administration and observation of retaining wall repair Wood Structures a Nicklaus Course Maintenance Building- La Quinta, CA: Condition assessment and analysis of metal -plate -connected wood trusses a Temple Avenue Warehouse - City of Industry, CA: Repair design of glued laminated timber (Glulam) roof beam a Reseda Village Green - Reseda, CA: Condition assessment of exterior decks and stairs a FountainGlen Apartments - Stevenson Ranch, CA: Condition assessment of wood - framed balconies and railings Structural Metals a Wilshire Grand Spire - Los Angeles, CA: Corrosion assessment of steel sail structure Historic Preservation a San Juan Capistrano Substation - San Juan Capistrano, CA: Building envelope assessment and creation of rehabilitation documents a Richard H. Chambers Courthouse - Pasadena, CA: Evaluation of wood -framed windows Roofing and Waterproofing in Avant South Park Apartments - Los Angeles, CA: Water intrusion investigation and building envelope assessment of mixed -use building a East Corson Street - Pasadena, CA: Water leak investigation of paved plaza deck and planters a 333 Belmont Apartments - Los Angeles, CA: Water testing observation �t]�* ENGINEkR1' WJE MKf[.AIAL5scIrN"rsrs WJE Civic Center Plaza Structural Analysis Structural Analysis of Civic Center Plaza of the Flag/Fountain APPENDIX B. CERTIFICATIONS Attachment 3-1: Non -Collusion Affidavit Attachment 3-2: Non -Lobbying Certification Attachment 3-3: Non -Discrimination Certification WJE No, 2020,1370 1 MARCH 11, 2020 Appendix ATTACHMENT 3-1: NON -COLLUSION AFFIDAVIT -CO"ON AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall d constitute signature of this Non -collusion Affidavit. BIDDERS are cautioned that makingft false Gertif on may subject the certifier to criminal prosecution. Signed State of California County of Los Angeles Su�isGr' ed and sworn to (or affirmed) before ono on this dad of by ,proved to me on fha llasis pf satisfactory ovidence to bt rho p rs n(sl w o appeared before me. HELEN M LEVY OFFICIAL SEAL ' Natury Public, Stato of Illinois My Commission Expires , APri104, 2027 N Public Sign-- otaryPublic Seal City of —Santa Ana RFP Pago A3-1 Appendix ATTACHMENTS-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 2. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm Wiss, Janney, Elstner and Associates, Inc. Signed and Printed Name: Ann Harrer, P.E. 41 Title Associate Principal, Project Manager Date March 10, 2020 City of Santa Ana RFP Page A3-2 Appendix ATTACHMENT 3-3c NON—DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted City of Santa Ana RFP Page AM by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: 4 cgr__ _ Title: Ann Harrer, P.E., Associate Principal, Project Manager Firm: Wiss, Janney, Elstner and Associates, Inc. Date: March 10, 2020 City of Santa Ana RFP Page A3-4 EXHIBIT C WJE Civic Center Plaza Structural Analysis - Fee Proposal Structural Analysis of Civic Center Plaza of the Flag/Fountain 20 Civic Center Plaza Santa Ana, CA 92701 March 11, 2020 WJE No. 2020.1370 PREPARED FOR: City of Santa Ana Mr. Kenny Nguyen Public Works Agency; M-36 20 Civic Center Plaza; Ross Annex Santa Ana, CA 92701 PREPARED BY: Wiss, Janney, Elstner Associates, Inc. 225 South Lake Avenue, Suite 500 Pasadena, California 91101 626.696,4650 tel JECivic Center Plaza Structural Analysis -Fee Proposal Structural Analysis of Civic Center Plaza of the Flag/Fountain CONTENTS SECTION3: Fee Proposal........................................................................................................ 1 Project Fee Schedule and Tasks......................................................................................... 1 HourlyRate Schedule......................................................................................................... 1 W1E No. 2020,1370 1 MARCH 11, 2020 WJ E Civic Center Plaza Structural Analysis - Fee Proposal Structural Analysis of Civic Center Plaza of the Flag/Fountain SECTION 3: FEE PROPOSAL WJE has established a Lump -Sum fee of $41,600 for performing all services and work outlined above for the assessment of the Civic Center Plaza of the Flag and Plaza of the Fountain. This Lump -Sum fee is broken down per task in the table below: Fee Schedule and Tasks Task Anticipated WE Team Man -Hours Subcontractor Fee and/or Expenses Portion of Lump -Sum Fee Task 1: Assessment of 40 1 $1,000 $8,6001 Existing Condition --- i Task 2: Inventory _ 48 $7,000 $16,600 Existing Condition t Task 3: Cost and 24 $0 $6,500 Analysis --- Task 4: Evaluation and 30 $0 $10,000 Recommendations Total Fee $41,6001 Hourly Rate Schedule ___, Professional Staff Senior Principal $370.00 Principal $310.00 _ Associate Principal; �uSenior $255.00 Associate $220,00 i Associate III $200.00 ' Associate II $175.00 Associate 1 -$145,00 Professional Support Staff 1, Senior Specialist $165.00 Specialist $145,00 Senior Technician $130.00 i - Technician it $110.00 ` Technician 1 $95.00 WE No, 2020.1370 1 MARCH 11, 2020 Page 1 �as A`� CERTIFICATE OF LIABILITY INSURANCE DATE 0W) 11202 5/11/2020 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions OT be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Greying Insurance Broker. e L NTACT NAME: Sam Barbera 378 Mansell Road, Suite3 0 0 M Alpharetta, GA 30022 PHONE 847-753.7211 FAX 847-291-9371 'E MAIL ESS, sbarbera@wie.com INSURER(S) AFFORDING COVERAGE NAICtl INSURER A: Nafl Union Fire Ins CD of Pittsburph, PA 19445 INSURED Wins, Janney, Elstner Associates, Inc Attn: Sam Barbera 330 Pfingsten Rd. Northbrook IL 60062 INSURER B : INSURER C: New Hampshire Ins. Co. 23641 INSURER°: INSURER E: INSURER F rx t1UwIDCR: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF maloomyY POLICY EXP MrnloD LIMITS A ✓ COMMERCIALGENERALUABIUTY CLAIMS -MADE ❑✓ OCCUR ✓ GL9566221 4/1/2020 4/1/2021 EqC OCCURRENCE $1000000 PA AGES Eaherlm 5500000 Contractual Liability MED EXP My. parish) $25000 PERSONAL A AOV INJURY $1 000 000 AGGREGATE LIMIT APPLIES PER: POLICY✓ PRO - ECT LOC JECT ❑ GENERALAGGREGATE $2,000,000 GEML PRODUCTS-COMP/OP AGG $2000000 OTHER: OTHER: A AUTOMOBILEAUTO ✓ ✓ ANY Al1T0 OWNED SCHEDOLED AUTOS ONLY AUTOS HIRED ✓ AUTOSNON-OWNEDPPRaOPPRRdTYDAMAGE AUTOS ONLY AUTOS ONLYLY ✓ CA5721463 4/1 /2020 4/1/2021 DdgGideal N LE LI T BODILY INJURY (Per Perspn) $2000000 $ BODILY INJURY(Natis ident) 8 $ ✓ Como/Coll 1.000 ded. $ UMBRELLA LIAR EXCESS LIAB OCCUR I CLAIMS -MADE EACHOCCURRENCE $ AGGREGATE g L.YIN BED I I RETENTIONS TI WORKERS CMACOMPENSATION4/i ANYPROPRIETOR/PARTNEWEXECLITIVE OFFICERIMEMBEREXCLUDED? (Mandatory1b NH) If yea, (Mandatory I e under NIA WC015853342(AOS) WC015853341 (CA) 4/1/2020 4/1 /2020 /2021 4/1/2021 STAME $ E.L. EACH ACCIDENT $1000000 EA EL DISEASE - EMPLOYE E E.L.DISEASE-PDUCYLIMIT 1$1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 1D1, Addltl0na1 Remarks Schedule, maybe attached if more space b required) WJE No. 2020.1370 - Santa Ana Civic Center Plaza Additional Insured: City Of Santa Ana, its Officers, employees, agents, volunteers and representatives City of Santa Ana By RISK MANAGEMENT Divisioij SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Risk Management Division THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 CIVIC Center Plaza ACCORDANCE WITH THE POLICY PROVISIONS. Santa Ana CA 92701 RIZEDREPRESENTATIVE = Matias Ormaza 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 5541e3ll 1 20/2i GL AU WC I See .amber. 1 5/11/2020 1:05:55 PR crT1 I Page 1 of 5 AGENCY CUSTOMER ID: LOC #: L R ADDITIONAL REMARKS SCHEDULE Pace of AGENCY NAMEDINSURED Grayling Insurance Brokerage Wiss, Janney, Elstner Associates, Inc Alin Alin: Sam Barbera Pfingsten Rd. POLICY NUMBER Northbrook IL 60062 CARRIER NAIC cone EFFECTIVE DATE: A nnlTlnr.l Al e THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability (03/16) HOLDER: City of Santa Ana Risk Management Division ADDRESS: 20 Civic Center Plaza Santa Ana CA 92701 Subject to the terms, conditions, limitations and exclusions of the policies evidenced herein: The above are included as Additional Insureds when required by written contract with the Named Insured under the general liability including ongoing operations and products/completed operations and auto liability, but only with respect to services provided by the Named Insured_, regarding the referenced project. When agreed in written contract, coverage is provided on a primary and non-contributory basis, subject to the terms and conditions of the policies. REVIEWED & APPROVED By Risk MANAGEMENT DIViS(ON ACORD 101 (2008/01) 02008 ACORD CORPORATION. All rights reserved. •:,o ,a„m a,m wgu are registers marKs Or ACURD ADDENDUM 55416223 120"1 G4 AV WC I Sam Barbara 15/11/2020 1:05:55 PM I©TI I F.9B 2 of 9 5111/2020 POLICY NUMBER: CA5721463 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Co- verage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective an the inception date of the policy unless another date is indicated below. Named Insured: wiss, Janney, Elstner Associates, Inc AM: Sam Barbera Endorsement Effective ate: 04101/2020 SCHEDULE Nance Of Person(s) Or Organization(s): AS REQUIRED PER WRITTEN CONTRACT Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Cover- age, but only to the extent that person or organ- ization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. CA 20 48 10 13 of Section II - Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I - Covered Autos Coverages of the Auto Dealers Coverage Form. REVIEWED & APPROVED By Risk MANAGEMENT DIVISION Y1 Page 1 of 7 SS41M3 1 20/21 GL AU .1 1 a— .a be[a 1 5/11/2020 1:05:55 PM (C T) I Page 3 of 9 5/11/2020 POLICY NUMBER: G1-955e221 COMMERCIAL GENERAL LIABILITY Wiss, Janney, Elstner Associates, Inc CO 20 10 04 13 Attn: Sam Barbera THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Ooeratinnx "ANY PERSON OR ORGANIZATION WHOM YOU "PER THE CONTRACT OR AGREEMENT." BECOME OBLIGATED TO INCLUDE AS AN ADDITIONAL INSURED AS A RESULT OF ANY CONTRACT OR AGREEMENT YOU HAVE ENTERED INTO." jlnformation required to complete this Schedule if not shown above will be shown in the Declarations. A. Section II - Who Is An Insured is amended to include as an additional insured the person(s) or organizationfs) shown in the Schedule, but only with respect to liability for "bodily injury", property damage or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than CG 20 10 04 13 that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insuredls) at the location of the covered operations has been completed: or 2. That portion of "your work' out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. ''Insurance Serivices Office, Inc, 2012 REVIEWED & APPROVED By RISK MANAGEMENT DIVISION Page 1 of 2 5591B323 120/21 96 AU I I Sam 9a[b— 1 5/11/2020 1:06:55 N4 (C➢TJ I Page 4 of 3 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. RE RIIEWM D & APPRANAqt:MFNTpOV oD IVISN 20 _ Page 2 of 2 "Insurance Serivices Office, Inc. 2012 G 20 10 04 13 554/8323 1 20/21 GL AO WC I Sam Barbera 1 5/11/2020 1:06:55 ?M (MI) I oaye i of 9 was. Janney, Elstner Associates, Inc Attn: Sam Barbera POLICY NUMBER: G1.9566221 5/11/2020 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations "ANY PERSON OR ORGANIZATION WHOM YOU BECOME OBLIGATED TO INCLUDE AS AN ADDITIONAL INSURED AS A RESULT OF ANY CONTRACT OR AGREEMENT YOU HAVE ENTERED INTO." "PER THE CONTRACT OR AGREEMENT." Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section 11 - Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or property damage caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agree- ment, the insurance afforded to such addi- tional insured will not be broader than that CG 20 37 04 13 which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insu- rance shown in the Declarations; whichever is less. This endorsement shall not increase the appli cable Limits of Insurance shown in the Decla- rations. REVIEWED & APPROVED By Risk MANAGEMENT DIVISION Y 'Insurance Serivices Office. Inc. 2012 Paae 1 of 1 5541932) 1 20/21 GL AU BC I Sam Barbera 1 5/11/2020 1:06:55 M (,,i) I Page E of 9 ENDORSEMENT This endorsement, effective 12:01 A.M. 511112020 forms a part of Policy No. CA5721463 issued to Wiss, Janney, Elsmer Associates, Inc Attn: Sam Barbera by Nat'l Union Fire Ins Cc of Pittsburgh, PA THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LIMITED ADVICE OF CANCELLATION PROVIDED VIA E-MAIL TO ENTITIES OTHER THAN THE FIRST NAMED INSURED This policy is amended as follows: In the event that the Insurer cancels this policy for any reason other than non-payment of premium, and 1 . the cancellation effective date is prior to this policy's expiration date; 2. the First Named Insured is under an existing contractual obligation to notify a certificate holder when this policy is canceled (hereinafter, the "Certificate Holders)") and has provided to the Insurer, either directly or through its broker of record, the email address of a contact at each such entity; and 3. the Insurer received this information after the First Named Insured receives notice of cancellation of this policy and prior to this policy's cancellation effective date, via an electronic spreadsheet that is acceptable to the Insurer, the Insurer will provide advice of cancellation (the "Advice") via e-mail to each such Certificate Holders within 30 days after the First Named Insured provides such information to the Insurer; provided, however, that if a specific number of days is not stated above, then the Advice will be provided to such Certificate Holder(s) as soon as reasonably practicable after the First Named Insured provides such information to the Insurer. Proof of the Insurer emailing the Advice, using the information provided by the First Named Insured, will serve as proof that the Insurer has fully satisfied its obligations under this endorsement. This endorsement does not affect, in any way, coverage provided under this policy or the cancellation of this policy or the effective date thereof, nor shall this endorsement invest any rights in any entity not insured under this policy. The following Definitions apply to this endorsement 1. First Named Insured means the Named Insured shown on the Declarations Page of this policy. 2. Insurer means the insurance company shown in the header on the Declarations page of this policy 107414 (03/11) REVIEWED & APPROVED Authorized Representative or Countersign IS�t MANAgEMENT DNISION (in States Where Applicable) A 22LL�, 55419323 1 20/21 cL AS Nc I Sam sarhera I W11/2ozo 1:06:55 Pa ICOn I gage l of 9 ENDORSEMENT This endorsement, effective 12:01 A.M. 5111/2020 forms a part of Policy No. GL9566221 issued to Wise, Janney, Elstner Associates, Inc Atm: Sam Barbera by Nat'l Union Fire Ins Co of Pittsburgh, PA THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LIMITED ADVICE OF CANCELLATION PROVIDED VIA E-MAIL TO ENTITIES OTHER THAN THE FIRST NAMED INSURED This policy is amended as follows: In the event that the Insurer cancels this policy for any reason other than non-payment of premium, and 1. the cancellation effective date is prior to this policy's expiration date; 2, the First Named Insured is under an existing contractual obligation to notify a certificate holder when this policy Is canceled (hereinafter, the "Certificate Holder(s)") and has provided to the Insurer, either directly or through Its broker of record, the email address of a contact at each such entity; and 3. the Insurer received this information after the First Named Insured receives notice of cancellation of this policy and prior to this policy's cancellation effective date, via an electronic spreadsheet that is acceptable to the Insurer, the Insurer will provide advice of cancellation (the "Advice") via e-mail to each such Certificate Holders within 30 days after the First Named Insured provides such information to the Insurer; provided, however, that If a specific number of days is not stated above, then the Advice will be provided to such Certificate Holders) as soon as reasonably practicable after the First Named Insured provides such information to the Insurer. Proof of the Insurer emailing the Advice, using the information provided by the First Named Insured, will serve as proof that the Insurer has fully satisfied Its obligations under this endorsement. This endorsement does not affect, in any way, coverage provided under this policy or the cancellation of this policy or the effective date thereof, nor shall this endorsement invest any rights in any entity not insured under this policy. The following Definitions apply to this endorsement: 1. First Named Insured means the Named Insured shown on the Declarations Page of this policy. 2. Insurer means the insurance company shown in the header on the Declarations page of this policy 107414 (031111 Authorized Representative or Countersignature (in States Where Applicable) REMEW�D & APPROVED By Risk ANAGEMENf DiviSiON 55414323 1 20/21 cL Au WC I Sam Barbera I s,ai/2o2o a: os: ss ee IGa I Page 0 er s 5/11/2020 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below (The following "attaching clause" need be completed only when this endorsement Is issued subsequent to preparation of the policy). This endorsement, effective 12:01 AM 04/01/2020 forms a part of Policy No. WC015853342 (AOS) Issued to Wiss, Janney, Elstner Associates, Inc Attn: Sam Barbera By New Hampshire Ins, Co. LIMITED ADVICE OF CANCELLATION PROVIDED VIA E-MAIL TO ENTITIES OTHER THAN THE NAMED INSURED (WORKERS' COMPENSATION ONLY) This policy is amended as follows In the event that the Insurer cancels this policy for any reason other than non-payment of premium, and 1. the cancellation effective date is prior to this policy's expiration date, 2 the Named Insured or, if applicable, any other employers named in Item 1 of the Information Page is under an existing contractual obligation to notify a certificate holder when this policy Is canceled (hereinafter, the " Certificate Holder(s)" ) and the Named Insured has provided to the Insurer, either directly or through Its broker of record, the email address of a contact at each such entity, and 3 the Insurer received this information after the Named Insured receives notice of cancellation of this policy and prior to this policy' s cancellation effective date, via an electronic spreadsheet that is acceptable to the Insurer, the Insurer will provide advice of cancellation (the " Advice" ) via e-mail to each such Certificate Holders within 30 days after the Named Insured provides such information to the Insurer, provided, however, that if a specific number of days is not stated above, then the Advice will be provided to such Certificate Holder(s) as soon as reasonably practicable after the Named Insured provides such information to the Insurer Proof of the Insurer emailing the Advice, using the information provided by the First Named Insured, will serve as proof that the Insurer has fully satisfied its obligations under this endorsement. This endorsement does not affect, in any way, coverage provided under this policy or the cancellation of this policy or the effective date thereof, nor shall this endorsement invest any rights in any entity not insured under this policy The following definitions apply to this endorsement: 1 Named Insured means the insured first named employer in Item 1 of the Information Page of this policy 2. Insurer means the insurance company shown in the header on the Information Page of this policy. All other terms, conditions and exclusions shall remain the same. WC 99 00 56 (Ed. 04/11) AUTHORIZED REPRESENTATIVE REVIEWED & APPROVED By Risk MANAGEMENT DIVISION 20 55413323 1 20121 cc Au ec I sam samera 1 5111/2n20 3u05,55 ea mori I eaye s oe 3 DATE CERTIFICATE OF LIABILITY INSURANCE sn vzozo THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICA TE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE INSURANCE DOES NOT CONSTITUTE REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poncypes) must have ADDITIONAL INSURED provisions Or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the Policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Gre lin Insurance Brokera e g gg 378 Mansell Road, Suite370 Alpharetta, GA 30022 c ACT NAME Sam Barbera PHONE EMAIL FAX East 847-753-7211 C No: 847-291-9371 ODRESS: sbarbera w'e.com INSURERS AFFORDING COVERAGE NAICe INSURERA: Lloyd's of London INSURED Wiss, Janney, Elstner Associates, Inc Attn: Sam Barbera INSURER B: NSURER C 330 Pfingsten Rd. Northbrook IL 60062 INSURER D: INSURERE: NSURER F ('.OVFRARF¢ __......_..._.._...��... ecru THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO KCVISIUN NUMBER: THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED DOCUMENT WITH RESPECT TO WHICH THIS HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LT0. TYPE OF INSURANCE WOOL SUER POLICYEFF POLICY E%P POLICY NUMBER MMIDD/YYYY MMIDDMYYY COMMERCIALGENERAL LIABILITY LIMIT9 CLAIMS -MADE ❑OCWR EACHOCCURRENCE $ PREMISES Ea occurence $ MED EXP (Any are parson) $ PERSONAL &ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ PRO- ❑ LOC GENERAL AGGREGATE $ JECT PRODUCTS-COMP/OPAGG $ OTHER: AUTOMOBILE LIABILITY COeBcdesill GLE LOT ANY AUTO (Ea $ rs BODILY INJURY (Par paon) $ OWNED HEDULED SC AUTOS ONLY AUT05 HIRED NON -OWNED BODILY INJURY (Per e $ AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE¢idanl) Per seddlimb S UMBRELLA LIAB OCCUR EXCESS DAB CLAIMS -MADE EACHOCCURRENCE g AGGREGATE $ DEO RETENTION$ WORKERS COMPENSATION $ AND EMPLOYERS' LIABILITY YIN PER TH STATUTE ER ANYPROPRIETOR/PARTNERE%ECUTIVE ERJ E.L EACH ACCIDENT $ RE%CLUDEm NIA (Mandatory InN (Mandatory In NH) E.L DISEASE -EA EMPLOYE $ If yee describe under DESCRIPTION OF OPERATIONS Mi. E.L. DISEASE POLICY LIMIT $ $2,000,000 Per Claim A ProfBssional Liability W1755E200601 1/1l2020 1/1 /2022 (Claims Made) $2,000,000 Annual Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS VEHICLES (ACORO 101, Additional Remarks$limcile, may be attached if more space is requlred) WJE No.2020.1370 - Santa Ana Civic Center Plaza REVIEWED & APPROVED By Risk MANACIEMENT DIVIsiON 2 rooTlnraro unr mom City of Santa Ana Risk Management Division 20 Civic Center Plaza Santa Ana CA 92701 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE rinHle re.........., i ne AUUKU name and logo are registered marks of ACORD 5541927e 1 19120 Pc Only I pan Barbara I V/ 1/2020 l:o M en Icm': I Page a of 2 Wiss, Janney, Els(ner Associates, Inc Attn: Sam Barbera W1755E200601 Syndicate 2623/623 al Lloyd's rate,", tom thisendorsement es either lhe'9 nsurer"pr the Underwrllers" NOTIGEOFGANCELLATIONTO ERTIFICAILHOLD 't TI us endoi dement modi0es insurance provided under the ionnwing AFB ASE MEDIA TECH"POLICY In considefallon of file premium charged ]or the Policy, it Is hereby understoon and agreed that in addition to the previsions of CMuse XVI- CANCELLATION AND NONRENEWAL R . if this pulley Is cancelled by the Underwriters, Ihan Ipr non-payment of prernlum,lhc Untlervrttlels will provide 30 days ♦w lieu notice to the following oarty(arly(ies) MAII Certificate Holdars of Certiltcates of Insurance Issued by pr on behalf of the Named insured All other leans and condi0ons of this policy remam unrhangsd E01414 0e2009 ed Authantod'Sjev 4�se )etly By„��, _ - -- page 1 of 1 REVIEWED & APPROVED By Risk MANAGEMENT DIVISION 05/1112020 554li276 119/2D nc Daly I Sam sarb—a 1 5/1112020 1:04:22 M frnn I ease 2 of 2